The URL can be used to link to this page

Home My WebLink About36396 Garden Wall WayJ 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 SECOND ROOF FRAMING PLAN - - a J ABBREVIATIONSsN 7 LINTEL PLAN AND DETAILS STRUCTURAL NOTES AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air SN 1 DETAILS ABV or Abv. Above FLR or Fir. Floor RAD or Rad. Radius S3 AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill DETAILS ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed S4 DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator S5 DETAILS ALTorALT. Alternate FRT Front REINF Reinforcing S6 DETAILS BC Base Cabinet FT or Ft. Foot/ Feet READ or Req'd. Required -- BF Bifold Door FTG or Fig. Footing RM or Rm. Room ST STAIR DETAILS BK SH or Bk Sh BLK or BLK. BookShelf Block FXD GL Fixed Glass GALV or Galv. Galvanized RND or Rnd. RO or R.O. Round Rough Opening SS RETROFIT DETAILS BLW or BLW. Below GC or G.C. General Contractor RS, 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 PA1.0 PRODUCT APPROVAL NUMBERS CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower PA1.1 PRODUCT APPROVAL NUMBERS CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications PA1.2 PRODUCT APPROVAL NUMBERS CLG or Cig. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir — — — — — — — — — — — — — — PA1.3 - - PRODUCT APPROVAL NUMBERS CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) — — — — — — — — — — — — COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL COL or Col. Column INSUL or Insul. Insulation STO Storage SH1.1 HURRICANE SHUTTER PRODU CT APPROVAL COMM orComm. Community INTorInt. Interior SW or S.W. Shear Wall COMP or Comp. Compressor K/WALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONTorCont. Continuous LAUNorLaun. Laundry TEMP or Temp. Tempered SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL CT or C.T. D D. Ceramic Tile Dryer LF or L.F. Linear Ft. LL Lintel Length TOB or T.O.B. TOM or T.O.M. Top of Block Top of Masonry n n SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL or DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder � . t DCF DEC or Dec. Decorative Cementitious Finish Decorative MAX or Max Maximum MC Medicine Cabinet TR TRANS WDW or Trans. Towel Ring Transom Window i � DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical El El E] EJ D E-1 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 UNO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Monolam V or v. Valve (shower ortub/shower) L] 11:1 El E:1 E] 17:1 E DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base j DTL DV or D.V. Detail Dryer Vent MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale VERT or Vert. VL or V.L. Vertical Ve u El E] El El E] E] El- - DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Ventnt through Roof I Exterior MEAN ROOF 15 FT. HIGH TYPICAL DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional w/orw/ With FOR SINGLE STORY HOMES ELECorElec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WDorWd Wood MEAN ROOF 30 FT. HIGH TYPICAL EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header FOR 2 STORY HOMES EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXTorExt. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet THIS DRAWING AND DESIGN IS VALID FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) 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 Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire CODE REFERENCES ARE SUMMARIES FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 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 undetected and not reported to the Designer / Engineer prior to 08/11 /15 3.0 2015 NEW CODE UPDATE construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our FBC 2017 CODE UPDATES & MODEL 03/06/18 4.0 Office at (407) 880-2333 immediately. No backcharges will be UPDATES considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments be in REVISED SGD, LANAI & WINDOWS 06/01/18 4.1 will made accordance to the terms of the AT REAR agreement. Control of Construction SiteThe 06/07/ 18 4.2 REVISED DINING WINDOW TO 35-S H 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. N 0 CIQ Cn % a LU:— �, -a > W � Er 0 C2. o c M � cD cla _ cs m X C I.L Q.. H N !V L C= c w, d as cy °' C 3 i A\ V d d 2 c' E o i �,iitiillNli►illl, �.� •. c1 �r 46 SS i Q Vo v 'l 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 - Residenlial 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E a � � N O) p 0 °' CD di M �V 2s LL Q C -� 2 U.LL W ci JLLtL i a Z m°c°' o-1 CO o w WZ �Z mco MN J rJ LL; UO Z L) in W ❑❑ Z tpm�V M z pp z o a � J QU) a. N z U � s U O w 9 �N � U., $ U 0 L • �Q o co w M M ¢ �� Z ¢ LL rz E o E Zo ¢� =J u <S E� �- X �¢ 'O 0Z O Z O N i Qi ao wz rp Cy ai U 'm m� o Ott Z '¢w Z 6 ZZ I a W r 3 N� JW w� �0 >0 MJo� o o� Z ¢ U to O >ul ON coCD o ^ b 0 U) m � N C LO _ O '� N (q) CO (0 O LO E E J'7 04 Z ri f E O N Z f° c a U Z Q O � JOB NO: 22-12355 SCALE : AS NOTED SHEET NO. C S O. BATH TEMP o OBSC 60 0 n 00 50 O. BATH BATHROOM 2 KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW �- MIRROR VARIES69 > /MEDICINE CABINET OZ OZ Ih � ih SHWR. SHWR. CURTAIN HEAD ROD 0- 24"TOWEL BAR TOWEL BAR ON WALL ABOVE TUB OR SHY TOILET TOWEL BAR - ON BATHROOM WALL SHWR. o ®® - eo _ VALVES TOILET tO SOAP PAPER ° DISH HOLDER 9 N TUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS v io 1 0 DOUBLE RODS in SINGLE ROD VARIES PER FLR. PLAN TYPICAL HEADER HGT. KITCHEN 42" H UPPER CABINETS- 36" H UPPER CABINETS - 30" H UPPER CABINETS - OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT O O BRACKET 36" H BASE FINISHED CABINETS- COUNTER TOP 30" H BASE 9 OD CABINETS - A, 4 o LL a T•2" a ih O m io 2x FRAMING a n Y 1/2" GYP iv iv BOARD CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING 1 1'-4"X1'-4" "L" SHAPE CMU COLUMN 10'-0' 1'-4" 74" 1'-4" i� --------------- LANAI 8'-8" FLAT CLG. A.F.F. 0 6-0" 10'.4' 9'-8" o ED AC PAD TYP. @ d I I O2-STORY S6 I I I E I 35 SH I 6068 SGD I HB ALT 11 AC PAD I I 00 BR-KFST. -- t-------i 8'-F '-FLAT CLG.. --- TILE iv DINING = 8'-8" FLAT CLG. -' - -- - - © CARPETLO - -- - CV 1 _- - - 206$ -- _ 0 - - N BF, S6 ' _ TYP. @ Ir - - - I 00 M °° 2-STORY III o 1-6'-6'" - I'-0° N 1 10 I IL---1- --- a GREAT RM II ai „" i0 F3-_ LU • I o - 8'-8" FLAT CLG. - CARPET I Z Z I ' Y- - M z' M T- _ '+ II - I RI R 8'-8" FLAT CL 3. - II _ • . I LL 4'-4" 24" 8,-4 W Cr -4„ 1 OT_ 1/2 WALL (3) 2x4 #2 SPF � M I I I - I I I PLUMBING LINE TO SECOND to OR RAILING STUDS W/ (3) I - N PER SPECS 16d NAILS AT - o -- - FLOOR FLOOR G.T. _ _ A E- o • U) M�1 I I I I II I I I i IN V I _ 68 as I I I I I 11 I I ---UPI 12f I J- _ I I I I BF I it $ r- O I- I I I II I I 1 1 I I 1151 161 _ 8 :$ T L,IaW CL -- TO ABV. _ �O� f (3) 2x4 #2 SPF FLOOR G.T. STUDS WTUSP j- 1i DGE OF SLAB cQ6. SHEAR WALL 2" D HTT1]6 @:BASE_, BEYOND WALL WH' TV0" T-3" 4'-5" 6'-4" S3 FO I E Q BUILDER TO PROVIDE APPLIANCE PROTECTION . 8'-8 FLATICLcc��. C S4 TILE S3 H1 HEN REQUIRED PER FBC it W/ LISP LSTA 8 STRAPS O (CENTERED) EACH SIDE OF WALL TO FLOOR I I 00 U) d I I o _J TRUSS ABOVE @ 16" O.C. S6 I I M u_ I I II Cnml; GARAGE • TYP.@ N I I [- O LU 8'-8" FLAT CLG. A.F.F. 2-STORY °° °° I ' ENTRY �_J N 8'-8" FLAT CLG Z I I AFF II------------------------------ I I r A S3 9 I I I I I I I TYP' @ - - - - - - - - I FLOOR G.T. I SINGLE - - - - - - STORY - - - - - - - - C„ j 8"x16" CMU COLUMN j W/ 6"x12" ABOVE I INTERGRATED INTO K I HB 12"x12" CMU w/ (4) j WALL W/ (2) #5 TYP S4 j #5 VERTICAL I VERTICAL GARAGE M I♦ - - - - - - - - - - - - - - - - - - - - - - - - - - - - -as 16070 OVERHEAD DOOR O OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 GC� SEE SN SHEET OH SEE SN SHEET 1 tj.Q 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 20X38g 182X374 S.H. 14 20X5059 182X50 S.H. 15 20X63 182X622 S.H. 16 20X72 182X712 S.H. 1H2 27 1/4 X 26 26 X 25 2 S.H. 1 H3 27 114 X 38 26 x 37 a S.H. 1 H4 2714 X 50 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 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 J 36 2 X 37 3/4 S.H. 24 37 4 X 50 36 2 X 50 S.H. 25 37 4 X 63 36 2 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 2 WIDE S.H. 32 54 X 26 52,X 25; S.H. 33 54 X 38 J 52 2 X 37 4 S.H. 34 54 X 50 J 5212 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2 X 71 2 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 FIRST FLOOR PLAN-B SCALE: %4"=1'-0'' General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. 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. I 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 SECOND LIVING 728 S.F. 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 (GARAGE / LIVING) R-11/R-13 KRAFT FACED C-2 04a ca a C%& c� o, Cra W C3Cn s m N LU o x C.- U_ m o > E c o c �, a 3 3 0 0i� cu c o N Q..Tj �E f° o a � r lb �&J 4 ;r l- F '� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E LoIa 0 IN 6 o 00 N 00 0 A, f S x in Q C 7 LL MLLLL LL W � Z Q. a. Y L 01 � 0 _ w 7 @ N W(n Z LL -.- m w N M Z J J Z •Q O OU W Cn ❑ ❑ (D c.) �p z N M z z C J- N U) cr1 N M z LL T _ Co w Y � U O w s LA c Y �N (0 w IrN c CO �Q s�o o CID w M N ZzZ � 0 Q o E: zo az � � >� R z ow U H a � M �a U0 o� Z O N i ag ¢O o a wz ¢ � � z OxU mf O O°• Z z ym >Z >>> 000 Q ¢U W_ W > <M a0 F r a � J W �'I5 'O o �o� Z¢ a Or Uri �O 0 = 0 > Lin X d' ,a 0 ^, L co �, o O -� O U) m N V) (0 N C7 04 O Ln T� a) CN M T ai E C M N o z Z O T (a a E U J •C .�. Q 0 C C J JOB NO: 22-12355 SCALE : AS NOTED SHEET NO. ! r -- - -- - L I _ I SIN SIN CONT. HANDRAIL RETURN TO. ADWALL DETAILSCALE: N 42" KNEE WALL WITH 1 x8 CAP & CASING 1 x8 CAP & CASING i / 2 1 STAIR CALCULATIONS: TOTAL R I S E = 10'-0 3/4" (16) RISERS AT 7 -9/1611 10" TREADS w/ 3/4" NOSING 42" KNEE WALL WITH 1x8 CAP & CASING - USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 36" H. CONT. GRASPABLE RAILING co 10" 10 / 10 i / / 9 / / 8 / / 7 / / 6 I -'/5 2x FRAMED I 4 WALL 1x RISERS 3 (TYP.) (3) 2x12 STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. 0 16 Mld 15 r 14 / 13 / / / 12 11 1x TREAD `moo STORAGE (TYP.)00 0 UNDER 00 STAIRS 2x FRAMED WALL TYP. STAIR SECTION � SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2xT STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OI LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOf STRINGERS l CONNECT TC SCALE: 1/2" = V-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 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR 3/4" PLYWOOD EXTERIOR WALLS DECKING LOOR SYSTEM 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE J S6 TYP. U.N.O. 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE 140r RFV 1n 1 gn CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS- ��, n„ I-----------------� T-8" 8'-9" I I I H1 61 I H1 B O J ED2 S6 o ° I TYP. 25 SH I I 25 SH U.N.O. *EGRESS *EGRESS60" x 36" TB SHOWER FIBERGLASS M 0 OWNER'S SURROUND TP SUITE - - 8'-0" FLAT CLG. o' u -$AT-f lr CARPET 8 . 26 i FLAT - CLG - - 2(M ;o G.T. TILE rn BF 16-8" 4-SH R&S i� - - - - - ------� WIC I q a - - C4„206 6AC, 8'-0" FLAT CL 1. CARPET I u) 05 1.�'ACQESS d, I L 36"-x 2�, ,J I _ ------� -------- R&S BEDROOM 4 Odi 8'-0" FLAT CLG.- CARPET in - BA 2 v 0 3'-6' i - _ 8 -0" FLAT-CtLG- 04 TB rn 1/2 WALL OR - - RAILING PER SPECS w TECH CENTER 'k 11'-4" 2668 5'-11" 7'-9" 2668 BF rn DN 16 iD CaI L----- TYP Tyr 4 5 6 7 8 9 10 11 12 13 14 5 16 -- - 5068 BF� 4 W( LAUD R&S 0 1 8'-0" FLAT CI;G. I :26527 :F71 '-11" EH TILE 3'-10" - T-11" I N D. 1 4068 0 BF 5'-10" UI]�`L 00 N 9, 51.E I I I fV G.T. 1 5068 _ _ ll'-2" 24 F 11'-6" I � BEDROOM 2 �; BEDROOM 3 8'-0" FLAT CLG. I 8-0' FLAT CLG. CARPET I CARPET 1 *EGRESS *EGRESS 2 SH 25 SH I H1 I ©39 22 D R� D1 JAMB STUD OVE I H1 ENTRY TO BE I I CONNECTED DOWN I PER DETAIL L6/D2----------� ------------------------- 6-8" 1. 6-8" 5'-10" 5'-10" 6'4" 18'-8" 25-0" 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 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 1 TYP. @ D2 CORNERS v = D2 H1 O 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE, 00 -TUB/ SHWR TILE TO 7' A.F.F. 6 H1 D2 O -HANSON BOX @ 36" A.F.F. J a N -DRYER VENT THRU SIDE WALL -WIRE SHELF @ +54" A.F.F. r J S6 TYP. U.N.O. 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 EC� +26.6 / -29.1 O +26.6 / -33.5 GG SEE SN SHEET OH 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 26 181 X 25 S.H. 13 20X388 182'X37 S.H. 14 20 X 50 a 18 ' X 50 S.H. 15 20 X 63 18 2' X 621 S.H. 16 20X72 18IX71� S.H. 1 H2 27 1/4 X 26 26 X 251 S.H. 1H3 27 1/4 X 38 26 x 37 S.H. 1 H4 27 1 X 50 a 26 x 50 S.H. 1 H5 27 d X 63 26 X 62 112 S.H. 1H6 27 X 72 26 X 71 1/2 S.H. 22 37 X 26 36 2 X 25 1/2 S.H. 23 37 J X 38 36 z X 37 3/4 S.H. 24 37 J X 50 362' X 50 S.H. 25 37 a X 63 36 1 X 62 1/2 S.H. 26 37 1 X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 731 WIDE S.H. 32 54 X 26 52 2'X 25' S.H. 33 54 X 38 52 J X 37 J S.H. 34 54 X 50 52 � X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 2'X 71 S.H. 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 1114 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST 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-B. C%J cw N o CVV ,_ ' d ® > W o� Cal ci na o LU U- m o x N N Q CV 3 •= o �' �M 0) cu s U = Q 3 iv d d ra Cn d -� � E �O o � U w ,�;illtistllllff// //to / ,.y Q-. ,•'` �•��. � •per a !7 kk 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 $ Ia V N � 0 N r � � �'too P4.� N�1 .. •. cc,4) 2s2s LL Q C J + LtJ 5 JLL� 55 0 Z -vim a �c 0 He 0 Wv,g4jOi m J Q LLZ co M ZNZ O UU < - . W ❑❑ Z N M Z � g a U) N u') z c� o -, wMU � A 0 w g N U H J E - � v U o °� < rn 0 Co Q N 0 • o CD w M M i o _ G LL- Cd qL E U wo o� �� >o Z® oa CU {- ti o. x U 2 , OV 0 81 N < E�w oo wz < om mo o� Z Z CZ J rp I gZ 0� go a N W WQ �w �O o C w� za aF �3 0 �O = N > Lo I� Oa' 4t m 0 (0 co O o co 0 U) In� 4-0 c L!, / ..� 0 -2 (0 N O l� o IUD T- 0) - T- T ui ��1 CV)N o f0 Z j \i/ � f E O (n Z cc a E ' U � Q p J JOB NO: 22-12355 SCALE : AS NOTED SHEET NO. 1.2 —! II 1 1 — I _ ' [.11 1 12 4.01 RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS —� 12 15.0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS -I------------------ - ---� N - HDR. EXTERIOR PLASTER ON FRAME N CV FLASHING111 25-SH----------2�Sti--- — --- 2ND FIN Aw. ---- — — ------------------------------- � FM�-- S� TEXTURED SCORED 1 I � El � � F/7< Ll 1 ! CEMENTITIOUS STUCCO TYP.—, FINISH ON N CMU(TYP) is v CV - - -LAI_ _ FIN FLR 3068 �T FRONT ELEVATION — B. SCALE: 1/4" = V-0" 9'-0" RIDGE VENT Co FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS =------------------------- - EXTERIOR PLASTER ON FRAME 12 14.0 --- 2ND FIN I T.0 x--TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) LEFT ELEVATION — B SCALE: 1/4" = 1'-0" 1� DETAIL General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 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 e+•s cwa ® � L p 5 p W a. t Q M E M�� U_ -�Ccx N�o N 01 C7 rp •a[ N Y 3 = a' 3 M 3 �- � J d � C O = E e0 p ci J a cWWN \valcC •� f \ F • •' ••......••' �� , E55'0 �rtljl}1tiltt� � To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. of _.. W a E co ci C co ui UI�0 J Q N O� C J 2 W J LL LL SSS p, Z 0 C- a 4 W 'gC� Z 2 IL M du Zo < U) M z d Z of 0 N 6 U v W ❑ ❑ Z � M z � Z o C) J r U U1 z g c� dj 4.1 C6 w o 0 w s N c N �N ,— r' n3 (a U iu LL1J ( J _ E t I U 'o Q Y ° (V O! o w M 0 Z Q E o Z O wo g > N <ry =_® `a o0 ~ E CD x U ¢a Q 2 =O U O� W Z N M t o o �w .� ./ v <Y �x m 0 & <� Zox 3 a� 0 � aU �w W aLL � w MI5 >O CDw� CC) a °3 V is 0 > Ul) 0 m rn m co 0 O Q Cr0 co 0 �- W m � c Cfl C7 N Q� to o Ltd r M LO T E c (h CN Z N Z E O Mf f a. Eio U Q p JOB NO: 22-12355 SCALE : AS NOTED SHEET NO. 2.1 Ill OP iD -------------- FLASHING 12 -1-4- OFF RIDGE VENT; '�- - - - -------------------- ----- ---------- EXTERIOR PLASTER ON FRAME FLASHING CJ 12 25-SH 25-SH 4.0�- ---- -- -- �- - -------------------- TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS ] 35-SH F1 - ----------- --------------1-_ 6068 SGD REAR ELEVATION - B SCALE: 1/4" = 1'-0" 9'-0" RIDGE VENT ------------------------------------------------------------------- 1 H3-SH 24 SH CJ CJ --------- -- —L J — -- — — — — — — — CJ/WEEP HDR. 1 H3-SH FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 12 - 14.0 � ----------- FINFLR- -------------------------------------10--------- I- -- ----- -- ---- TEXTURED CEMENTITIOUS CMU (TYP) RIGHT ELEVATION - B 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 N cv Cn cm CD /v > W /LU _=.i N = W d N Q � N 3=' cvY owa 3 3 � � d E u al C m c o = E o a. u tW I O NtAS / E ew �'`. FLU 'aOFE To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a CD 8 V 0 Lo O N 0 W r Y CCo co� � � to 1-4 �MQ 2525 4& IL LL. cc LL LL 5 LLI Q. I^ Z _J w cc C S y ?0� W =f3C � O O rn m in�rnIL Z_ In N Z Q J C0 N 60 °d U Z U to W ❑❑ C Z N S op Z ip aN o Q Q z � �N � o u 4-1 f6 C:) V O LL, s N N c y U) fa ~- U s E wM t 8 O • U 'o C � 0 8 O w M w 7d _ L.L. zo o° >N Z0 ca. E O _® oa _ �¢ D° o Zo O ao az XZ ww N .11ai ¢ p o w ci r z� � J aa0 �z a`i o� g° a w W c� 3 <0 o hZz �� w� �o O d C O 0 L9L i m m O c Cr 1C = co ^ v / m 1 r / Cfl C7 CN a? Q O Li) T 0) M T LO E C.0 M N o Z Z a E O v; a 0 _J ¢ o °�' JOB NO: 22-12355 SCALE : AS NOTED SHEET NO. 2.2 I . - - — — - _ III 1 111111 III if -ji ' _ 1 - - - 11 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance With the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying With R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET FK�G I HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS +� TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) [� PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN L J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR NEMA 1 150 AMP/ 200 AMP 4 to lights & outlets 2 to appliances and GFI D to WH to Range to HVAC 1 so=z/o Y-200=4/0 In 2" Conduit 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.---_ INTERSYSTEM BONDING O TERMINATION PER 71 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. r II ALT II j I AC PAD I j I� �I 1 =_ =A OPT AC PAD DISC. WP GFI LO I DINING ■ 5 0n 1500 / to LIGHT AS PER ■ SPECS ----LANA]---- I � /�> I I I I I I PENDANT LIGHT PER —� GREAT RM SPECS ■ FOR OPTN U.C. OUTLET -� I I I I I G 1pl 3 I I I GFI- LL + I IL J _- GFI U.C. OUTLET I a ` J • Z FI KIT.I SWITCH FOR I i a i- DISPOSAL I I - GFI II � X • GFI N_ - - C -: - • DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS SPEC 3 & 4 KITCHEN SCALE: %4'=1'-0" FAN/LIGHT FI - '.a_ u - SWITCH FOR LIDISPOSAL--- PRE-WIRE/ L- - WV —i-- — - DB WP I I GFI I I t I I I I I I lO I I I I ENTRY I I I I I I i40 II LL LU 1'-10" N 2'4' r ■ DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS GFI @ 44" \ ` \ ~ �V A.F.F. 1 W.H. LU - �Z O I I • lL oW Ir Wes= >_jm I f=a ■ U Q / OJ GARAGE 2 LIGHT AS LL U PER SPECS w W >w GARAGE,. ■ 1 k -GARAGE DOOR GFI I----- -------------------------- I I I I I ■ I IRRIGATION GFI @ 44" A.F.F. I ' I I � I I I I � I I � I ■ ■ — — — — — — — — — — — — — — — ■ ----------ICOACRTI'GRTs---------- OR PREWIRE AS PER SPECS I-------------------� I I I I I I I I I I I I I I I I I I I I � I I I I 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. JII_ 3" VTR 1.5" VTR IJII I� I I I I I I I � I � 1 I J11 3" VTR I � I I, I � I j I (�/ � I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN-13 SCALE: %4"=1'-0" I cry CV CM Lai o t Lj d t� b Cc - C ti U CO ?C u7 tJ_ C.. N � N ti N O a at a1 = � a S L C 3 •- a> a+ t+ � U d d C G] w a� c � �o a� N N 0 N 0 N 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. a 0 m3 C co r.rZ p1 Q o "t N 5 J C u_ 52 w J LL LL , EL ,^ Z Lu — 6 C a. �7 V W r- °o M 5 rn. z LL W - � m w N Z Q N OU 0 Z - W ❑❑ V M � z N th z o Q Q IZ � M N z � � � o LL 4-+ W U O-� w N c 's Ucli t E U Q ) Y ° to w M cY> n Z 4 Z � of Q E E ❑o Zo _® f1> U <0 -0 0 N E go V a` o U oQ WZ i wo ao �w m g U N O o& Z� Z � J ab Q W gZ m o Z go !Z LLa rn w W3 ¢¢ CIS o O w wa WO 'ate CC) 0 c O N 77 li > LO rn 0 (ID c O :3 O 3: O a. U) m N Ln '^� CU 0 N (0 i.I CD O L,{) r Q M T hi E M LO N o Z E O N E °u c a U ¢ 0 JOB NO: 22-12355 SCALE : AS NOTED SHEET NO. 3 I A 111 1 1' Ilk 11 III t �' _! 1 Lii y,AU46 N T 4:12 SLOPE w 4:12 SLOPE 0„ ♦— I I i I 1 I I W CL 4'-0" OFF RIDGE VENT I I I I I I I I I I I I I I I I I I I I I I Z W I 5:12 SLOPE L 5:12 SLOPE 0 rn I I I I ZONE-3 I I I I ATTIC SPACE I I I I 1071 SQ. FT. I I I I I 4? I I W a �- W C7 I cr 5:12 SLOPE - - - - - - - - - - I W ZONE-1 a ° ATTIC SPACE 97 SQ. FT. i ZONE-2 ATTIC SPACE 60 SQ. FT. ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided IN. oftilation IN. of SQ.lation Ventilators Ventilators (See SElev) required soffit ventilation soffit by upper Ventilation Venti needed required 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-B SCALE: Y4"=V-0" CV2 CV O iV iai �C �•� 'C W O w L Ca C-) M tL. N p y .� CJ C) C- C 6) C O) CD Q v � 3 � 3 o a) a) � u a) � c o 9 G'•� T N O- a E � o a � 0 lfill rri�� P .••r�SE � D W •°••..... 1 475 .•• \� ell II To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N _ W v E IQ C N c O �• C, N Y Oro a0 y C& % N M V # LL Q O -1LL W LL LL a J W Z — C n 3 29 OM 04 0 WZ °W nT m .l)LOC NLL ZO U U W ❑ ❑ M z N m — O 8 z CO CO z O Q Q d J C/D O Ly LLJ U = t 3 5 Q �Q s�o M w M o U_ � E E iaa o� - >p z® oa U � 0 Z O E as z oQz aN <o �w m� t3 UxU N o z ><w � O �b MZ o< go Q 3 < �w W a o Jw WF '0 O v zlc 'o a F o 3 cC:) 12 ul o cm m 0 co c CD 0 3 r-� Q `° 0.. (n 0 m CV L+n CO CU '� C7 N (0 cD O LID T Q C E L0r ;Z., CM N o Z iri E Z f6 E c a.0 _j Q JOB NO: 22-12355 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 E- � 3 a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .'•' :, #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. ' HORIZ. REBAR, TYP. U.N.O. **Alternate: %T The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" 25'-0" 2'-0" x 2'-0" x 1'-0" W/ (3) #5's E.W. 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 Cr Q N Cr O r T FOUNDATION PLAN-B SCALE: Ya"=1'-0" e+7 o cva v C >_ r m" o cn m c co c C� -o m x c LL- t N � O e cv Y ar v ..-• cC � 3 0 � 3 a � •� T C r4 O i1 �+ 0 r.. ,�y�,1Y�1iSlt w ,ago P -z r 7% 4UK' pq OFESslot". ti> 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. Q F � Vti C N CO N 00 N N ar0 n 46 N Q cNn v 'k w C J 2s2 �W J LLu' S w 4. Z —v a Ta c � @o W 02T LL m w N z ¢ J N O U �d c> W ❑❑ Z N cgn lavoll Q C-� N V)_ ch z C9 0 ' l It T Cn W W U O^ W s U W J W g S .t-. C U) a 0 z N M co y ¢ z Ll- E (] Z 20 OLL � g > N Q l�V z ❑a U O 00 Oa Z.. N ro ao ¢o wz Lt.. z mE O zZ, J a sz N Q> > Z <m N g o az mz ap oFF J � CDW O j= X? ;o d v `0 0 3 2 O i Ltdcc O cc 0 L , A lf) co (n s N m LO CD C7 N 0) Cfl O LO r Q � -- CD r S E L^ M N o Z Z j �1J E O uj f m m E 4iC c JOB NO: 22-12355 SCALE : AS NOTED SHEET NO. 5 2x BLOCKING @24"O.C. MIN. (2) STRAPS 2x BLOCKING SIM. @ CONNECTIONS 51 URY TYP. @ LOW ROOF TYP. @ CORNERS SIM. @ CONNECTIONS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft JIND SPEED (ULTIMATE) 140.0 MPH BIND 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 (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 1 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r 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 r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Q 0 SHINGLE: Y16" EXP. 1 CY16) or 1%2' EXP. 1 03/16) r TILE: 1%2° EXP. 1 03/1e) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" 5x� 0.113") NAILS r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t732', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 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 LOW ROOF/WALL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 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. TWTZJ_ ---1�.�1 z-lYlZ= PLYWOOD FLOORING LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECT_ION_@ BUMP OUT 39 SCALE: 3/4"=V-0" 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 1 112" 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 `N/ ( D 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 wl (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 1/2" HTW20 1 1530 1285 24-14d x 1 112" SP1 555 535 1 10 - 10d SPT22 735 8-10d SP2 1010 605 1 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)1 Od x 1-112" * 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 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV - B SCALE: Y4"=1'-0" CW3 a�a N C" � W o UJ U_ a� C fC CM h - mLL-x CN N r N Co N O c E �O o d J 0 .l11I11tit , ,01�' 0 wk 4 �L0� SIONr 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. tl� W 0 E s _a (i C , ocO1 co r -0, N M Q J u_ LL a W w a c 0 a Z m rYn c m o o of W z ILLO ug�pjO' Co M Z Q N O U U Z W 0 U) ❑ ❑ 0 Z N M O z Z n 4 J d � r i- (6 V cn w � 0 w C .N�.. W R r— E I'... 1 8 Q N 402 o w z M G s 0- C: 0 V w� a aR �® ow as Z CUE f O E N x� ao aQ 0o p� &z a F ¢ ¢w d Cn C o Ox Nm W 0 �� Z z Vi J <� ¢w �Z Z ,z w LL a W _ W 0 a� GO 0. a o- > Lo O N � (0 o C) 0 O Q Cr U) m s' N (._ c LO (� 0 N 0) r C LOT E L c M N o z f6 z � E CD rn 42) ` a U _j o «> Q p c JOB NO: 22-12355 SCALE : AS NOTED SHEET NO. 6.1 -- -A IL -------------------- I I I I I I I I OTYP. G I V V U I 4 TYP. S5 U.N.O. I I I I L------------------------------------ J -(2) 0 TYP. @ HIP CORNERS TYP. U.N.O. RS H ENCLADDING WIND GINEERED FPRESSURES AND SUCTIONS FOR MEAN ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE OHEIGHT :5 5 ftMPONENTS ND VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 CY16) or IV32' EXP. 1 (32/16) TILE: 1V32" EXP. 1 0y6) 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 Fi667 RSRS 03 10d (2Yz" x 0.131") NAILS OR ASTM Fi667 RSRS 04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 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" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-112 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" 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 1-112" 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/ (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 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8-10d SP2 1010 1 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 1 555 12-10d x 1 112" HHCP2 680 570 20)10d x 1-112" * 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 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLY CARRIER (A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV - B e+Pa =o s� > > w ® r7 m x H C W 2 M � G W N p lL 3= vY c Q C L = a) m � u a) <n G = E f° v a � 0rl fjfjfl,�. 1 r!� S� v lJ` �� • N _ Q 5 FL OPESSIO To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. If W Q E U O c O bNiN 1' cc) �N O Q ,n # LL Nfh 55xx LL f= J 5LL W J U. LL SSSS W p- Z WL O @ � aE O 1 W ��°'°) m LH LL Z U) OD Cl)< ZOU w o W ❑❑ m Z N p� z � QNQ z o Q Q J— d to ^N1 7 V O u `W T 0 VI V w N 0 t0 V O N �N w o C2-- N ~ Jim (� r— in c U) �Q o M w Mz 00 4 N E 55 g0 Sz <R Q E z® Z� ca ru ~ N 0i & `o 00 °off ww N i Wp ¢ ¢� p c j C z ` 0 m0 10 Z z - N .0 '<w 20 N d F o LLa Z2 go N W W > U c �0 x F - J �l0 O O w 0 d r Vim' zl aTij 3 C C)i O > LO O cc m 0 co co O o --^ C) ?:, m U') o N o LO T MLO T E E c M N z Z E O N T d N @ a E U -j O w Q p C C JOB NO: 22-12355 SCALE : AS NOTED SHEET NO. 6.2 1 111111 I ) 11 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3, Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 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 vertical (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 .O a e vertical load Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1 B/1 T 8F40 1 B/1 T 8RF400B/1T 8F321B/1T FORM dt GROUT SOLID jy O U.I U O j5 BAR CONT. T 8F 12-1 B/1 O V' LINTEL DETAIL SCALE = N.T.S. I I TYPE DESIGNATION #5REBAR MIN. (1) REQ'D ALTERNATE POWERS F =FILLED WITH GROUT / U = UNFILLED R=RECESSED 1/A CLEAR STEEL LINTEL 4 ° QTY. OF #5 O ° ° REBAR @ BOTTOM ° OF LINTEL CAVITY 4 ° M.U. #5 REBAR AT TOP J¢ _ °° ° MIN. (1) REQ'D 1-1/2" CLEAR J 8F 16— B/1 T a = ° z 4 ° GROUT 4 o n <O LNOMINA QUANTITY OF ° REBAR AT = S2 rn WIDTH #5 REBAR AT ° BOTTOM OF a � z uJ O TOP LINTEL CAVITY y � Lu' V NOMINAL-° OTTOM LLJ0, o cr d HEIGHT REINFORCING a a (7 7-58"ACTUAL PROVIDED IN Z r'— O w n NOMINAL WIDTH LINTEL ¢ Cr 5 REBAR AT BOTTC tS INDICATED (VARIES) v~i ¢ a MATERIALS _--16 GAUGE POWERS . c-7 precas intels = 3500 psi. STEEL BOXED LINTEL 2_ fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4, maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. 1. Refer to manufacturers 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. 7132 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. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-6" LL O 4'-6" LL O 9'-0" LL O 8'-8" LL O MIN. 17'-4" LL 'LL O T-8" LL LINTEL PLAN—B SCALE: Y4"=1'-O" A C cu � > w c rZ r, C� ev U N Ca x C 1L N — 1O o L Vf � N i ill rn o rp N Y iLLA 3 °'• d C= 3 eo 3 fO c a N QA o a � o` fit gROWN'`''`��i _ t f -NSC• T C- A f G�� • L •' ,Fr; "f1t111��1\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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q v EE 0 M 8 r 07 N 00 N to U'tCo N (n a M 0 x # LL N 5 J r!• LL LL 52 a. _Y t w o 02orlm w Z ILW Co 0 N Z d J Z N O U U v W ❑ ❑ U C Z N oo z � Z o Q w � N M z II � o 4—J N w a � U DIV)V) O w o Ilkc U ' oof L U I U Oas 00 i �Q L m 00 co z M Z E wo so oLL >� aR a. 0 z® 0 a ♦— Co r6 �o � � Z O p az < az w� d U 0 o� z N p� agz W) U °E J ie =3 �0 �o o Wa a� �t zz�a 3 �O 0 = >LO CD r_ c o o o ^ v / .2 Y / 0 c,D o L0 T Q M r ci cM N o m Z j E o N f N Z m FLU E J Q p C JOB NO: 22-12355 SCALE : AS NOTED SHEET NO. 7 v w I CID m G r 0 CD 0 J LO N a C Cr rn 3 QN Q E I." aa) 0 x 0 9 H N LZ E2 U U d 2 5- 0 LO ti 0 L a_ C) N LO N a w v U) NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS C 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 T PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. ITIS THE TRACTOR' CON 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. T WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS HE E 0 THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS, 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 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 OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2" Y„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (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 II 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 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4,5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM, 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'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 includin all risers and spray heads shall not be installed whin V-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 overpo and mortar along the foundation perimeter must be removed beore exterior soltreatment. 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 9x7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN 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 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8 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 BEAM ET C TC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. eh N G N !o 0 c LL 0 U_ o .� c c-.) 6 d C cc () N o m x r- 1A w o t to lV L N C cc m Q N c d C L Q 3 i CL) % p a rs .1O a, CA C fl c E � o a � J= O�Vflvfaf..fffLIfItz" •• A U a� q Q 2. 1Z S1ON�'`�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. rA W vE a 8 �' N Cc, 0 H My JLL C J Q W LL J LL ' D Lu @ o Z cc13N 0 :3 Co C14 Z LL'n N Z < J �' N O U °d U W c� ❑❑ UI M v� M r Z N (h 0 z � Z o � J n_ v, - N M N z € cn Q � V 0 Of cn w E CD Z U_ E �� Qa E Z® oa (O F- @ -g , xU 00 U � Z � CDz N a� Wo <o �a wz ¢� w� w 0 C 5Sz oy U mo Ott Z Z wo aw a` ZZ Z Z 5Z Q a n W �� o� o a GD sT o¢ za O_ c�3 2 C a) L O rn cc m 0 ^, L 0 >C Y (� /� r / m 4-0 Y / cle) ' �7 N CD CU CO 04 L.C) TT (y) T CD M IV o m OV) 2 Z c a E m 0 _j ¢ o JOB NO: 22-12355 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING II II II 1.11 I I j . hk. J I.I I { J I ... lid t.. 16GAx1-1\2' LONG (3/4" -1" CROWN) j..l. MAX.aIll > STAPLES @ 6 O.C. VERT BETWEEN I I I .... 16GAx1-112" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET I I I I I I CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = 1'-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 U HOME H C G GARAGE SIDE O 00 5'-0" Q - 0 LO STUB -OUT FOR 1'-O" o 0 0 GAS METER O o �• U O F- N oz • 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. "IT-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 151-4" (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 Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONS (Not required if both loa Filler 1/8" gap FILL CELL STD. 900 HOOK — BOND BEAM w a STD. 90° CONT. #5 CONT. #5 HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO 4 CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN �tl� �' CONNECTION�j j TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI '--MASONRY WALL OR INTERIOR BRG. WALL \\ TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. 4" max. Web Stiffener Fastener Schedule Joist B_earin Location _ Series Depth 1End i Intermediate - -- -9-1/2" 2-8d 2-8d BCI 5000s® 117/8'� 2-8d 3-8d 14' 2 8d ® d - 1 9-1// - 2_-8d 3 8d Clinch nails f -- when BCI 6000s 11 7/i3' possible \\ BCI 6500s®-14' ' 2-8d _ _ 5-8d -_ 16" 2-8d 6-8d 1) Support back of web during nailing to prevent damage to - - 11 7/8" 2 8d 3 8d web -flange connection. / F BCI 60s � 14' � _ 2 8d _ 5-8d 2) Block solid between joists for full length of span. Tight fit 16 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 11 7/8"_ min. 14" _ 3 16d__ 5-16d ; 3-16d _ b-16d__ 4) Place joists together and nail from each side with 2 rows of 10d nails �" BCI 90s� - 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite gnailing.16" 6-16d I 6-16d regHangerswituired when hsidesncontaining ted orx• _—_ __ -__ OF THE JOIST ASA REQUIRED LEAVINGY' GAP @TOP sides by 6".t. WEB STIFFENER DOUBLE JOIST CONNECTION top irdsmouth cuts. - Birdsmouth cuts. N.T.S. N.T.S. - Under 2nd floor column wit loads hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES --� DO NOT cut, notch or drill flanges Boise Joist Blocking for each lapped joist. V nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) g 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 l 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. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dxY nails at Vo.c. for all joist blocking panel *Non -stacking walls require additional consideration. — bst Uu I ANrvvrltht IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" DO NOT CUT HOLES LARGER THAN 1Yz" ROUND IN CANTILEVERS. 8 11'-0" 11'-1" 11'2' 1 1'--2" 1 1'-3" 1 1'-3- 1 1'-T' 11'-11"1 2-4" 1 2-9" 1 32' 1 3-T" Any 1 ' joist 1 1' T-1. 1' 2. 1, 2. 1'-3 1' 9" 2-4" 2-11 3 7 4 2'. 4,9 5 -4'. Span (ft) 16 1'-0" T-1" T2' 1' 2" 1'-T' Z-6' 3'-2" 3'-10" 4'-9' 5' T' 6'-4" T2' - - _ -- �, ' 80,-g" 24 1,�,. l— 7. 1, 3". 2-S' 3--r 4'-9' F-16- T2' 8,4 9'-f NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1%" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger SIMPSC w/(22) NAILS 1 5/81 THRU BOLT SIMPSC w/ (22) • NAILS 1 R TRUSS OP PLATE ice TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) _ III I II II I r= Nail with 10-10d nails. � Install tight to top flange. SLEEVE THRU STEM —/ ° O SEE PLAN FOR,• ..• I� FOUNDATION INFO ` a, .4 a STEM FOUNDATION Filler block. Nail with \ 10 10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. - T 1/4"-2" gap —ice " 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 �✓ °� 0.6 X Joist depth , I -JOISTS BUCKETS N.T.S. GRADE a r—REINF. SEE PLAN (2) #5 REBAR A/C CHASE�4HPVC� SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �� LOCATION OF SECOND H10A SIMPSON H10A (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" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION -\ O G a PVC OR SCH40 SLEEVE PLUMBING LINE .4 �- ° 1, • ac: a Z •'4 • . a 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 a as d ev L _ a o 4 a a —I Iz 0 SEE FND. PLN. SIZE & REINF. c� 0 C El tip li.LIIIL111- > W O t G [� p " = M C-;, , — m a x t; = W- d ,Q Gl N ti da2� E c y o s Q 3 3 ro u as _ E o Cl- U ' rr ga° Wzz . 5•(P U e-4 '•�'• ~� O ...•••'�••• !re!llflr(tiit°F1j1�xo To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W v E Zi IN y � N p " 0 m Q (� r C` J Qj M 2 LL LL LL W a 0 Z o L (0 Q MC13 2°' 15 ffi C.4O W Z LL 05 °' °' m 00 M Z C ZN < OU Q W ❑a (D in t2 0 z ti Q a V) z U o — LL fp w e 0 j� U 0 V) c g M" U L J J E U o C U) x Q e �� • S� o Mz M � � o w G J LL- a O ¢ z o s —0o wi � > aR ze oa 00 Hr6 x a� oQ z— O E N ru i ¢ oo d Z w L ro Q p z xoz U m E O Z '¢w z-c _J m a`ni a op Z Z g° a LLa �z W so oil F w r� =� CDw� � >° a �< ° C C)= > LO 0 rn m m O ^` i O o Y — co O U) in C LN i`i O - '� co C7 N CO r tD O Ln r M � � co Cf) T- o d E U 0 0 p _ J JOB NO: 22-12355 SCALE : AS NOTED SHEET NO. SN1 i -11 -- _I IL Ill I ! -1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) TYP•) VARIES INSU 5/8" OR 1/2" HIGHJ STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER -� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & •c HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH `` o MOISTURE BARRIER to va SHINGLE ROOF, SHINGLES TO _,^,, a n BE IN ACCORDANCE w/ ASTM =1=�=I 0° . ° I RONI D7158-CLASS G or H, or ASTM IT��• ff- D I -I MIME, I -I I -I D3161-CLASS F, IN II-1 'LI. I ( ° 1 ACCORDANCE w/ TABLE "I-1 TIE- I I= -11=1 I I I I I I I I R905.2.6.1, FLORIDA BUILDING-11 CODE 7TH EDITION (2020) -11 �� I� LIB LI i 1I 111111 I I 1 UP I RESIDENTIAL 8 ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR �1 SHEATHING AND FASTENERS I WALL w/ OUT UPLIFT GG ELEV. VARIESAiL I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.--/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 LL' a NOTE: EXTEND W1AXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE v _ r M - — to _ 00 6 MIL VAPOR to BARRIER p 4 D .f • N - COMP. SOIL.' (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR (1 STORY) CHAIRS TYP. TYP. STD. 90 NOOK (SEE 4„ (2 STORY) U U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Yz" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14„ O.H.D. RECESS PAVERS % 'T z M a ' . 4" W e. T SEE A/S3 OR J/S6 I FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES I 2x4 CONT: I I GARAGE DEPTH VARIES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH -TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.1(HIGH STRENGTH — OO GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE XGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARA CONNECTIONS. ABOVE) S.P.F. DOUBLE TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) - INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE 5/8"x 10" "J" BOLT @ 24" O.C. W/ STEP, SIZE OF FOUNDATION AND 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" OIL (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR P x 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 2 ATTACHMENTS WWF OR FIBERMESH ELEV. 4-31/2" �oZ- �31/2"MIN. �31/2"MIN. �— A.F.F. O p N - o a' a ' - '31/2 co p •. 00 — — 31/2"(min. - 4" - - (2) #5 CONT. 4" 1'-4" 8" B U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL rc S3 "SHEAR WALL" SCALE: 3/4"=1'-0" ��S3 •t\E�S�cU�� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs' NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ 1Go SN�o s LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / \ 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 SEE CC/S3 OR N 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"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD *SIMPSON SP1 TAPCONS S ICED EVENLY SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING w/ (10)10d NAILS �,WEEP r- 2x P.T. PLATE FIBERMESH -1 SCREED INSTALLED BAR TYP 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 M — 0�' FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] FOOTING MONO SHOWN - TTT F00 OR CLARITY o0 6 MIL VAPOR BARRIER i > to ° - - Sul-(( I�I�-j. N z T #5 REINFORCING BAR R 1 7/8 p— JT ,- g 1 ° 1Tf1r NOTE: `FOR BEARING WALL r COMP. SOIL. (COMPACTED TO - ° W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM T -- - -PT - D1557) I Tn FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SEE TYP WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1A 3 1/2" WWF OR FIBERMESH min. 4" ° ° 217 GRADE 00 C • _ (1) #5 REBAR w/ OPT. -11 I -I I I -I I- I P t 1-11 I- 1 PSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' O.H.D. RECESS d N 4 to SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR 8LA13RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION, SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALA& INTERIOR a. -3 1/2" a CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 40 e 1= c M 6 MIL VAPOR BARRIER REINFORCING•1 •• / '—TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4' (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1 /2"(min. )- 4" 4 11 r7 ii-F - T T11-� (2) #5 #5 CONT. V-4 - + rr 8„ U.N.O. MIN.� TYPICAL BEARING WALL @ STEP / CC SCALE:3/4"=1'-0" S3 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 lt1 D LU co a. _ — m i SF REBAR DETAILS rF SCALE: N.T.S. 13 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN ;? (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE � > a w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o w CONNECTION INFO. fn 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR 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 > w/ MIN. (2) #5 VERTICALS E > FILLED SOLID (SEE PLAN FOR = 6 x 6 W1.4 x W1.4 N w SIZE AND REINFORCEMENT) WWF OR FIBERMESH r, U) d A BRICK PAVERS or B PER n, not r-u, ,-I n -L COMMUNITY SPECS _ 4l l 4 l INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 ------------- 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 1/2" GYP. WB (MIN.) @GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 to O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N C _ WWF OR FIBERMESH ; E t a AJI- ° o I I =ter _, (2) #5 CONT. =I II I I III I ON 3" CHAIRS -ram (TYP.) 8„ 1, 4„ 8„ TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) F WWF OR FIBERMESH SEE A/S3/J/S6 -` 1 !1= 8 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS an S.G.D. SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. Q ' 00 Z GRADE M W ' Z l=- W Q • tyJ W U O co o Cn= • • • • z a W M Q FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 e+7 t%t ca N _ L� n y � VJ L L1 •--LU O co C CC C..) on U- CZ �LL.Cl- �o n T� o r S. E c dwCs 3 3 ra >- d — a Cj r . M 1 \. 'rltii?�UF�a•SiQC;�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E Lo N d S: N W 0--co N ER 0 j) � n J dJ M Lj N "t Q W J 0 5 0 w 13 Z M C D Y q @"(_p 0 ingT ; 0 0 W0 . w z N MZLL d 11J-- 1 J = OU O W ❑❑ U C0 z o z z Q J a M E3 N z v = a-1 N w � U O w o N I-- y N .) rn (Q � U d Lij _ E d U y t44 w Cl) M U— z o z� Z U-=o Ins E z" � E v wz `z �® 0a ♦— � go �Q O� o� Z O E N dp ¢o a ¢w Qo m� z U)O U No Z F Z` CO a J < b <W E z 3 oa �o a w� dz �w11 W a v 4 0 .� F 01 >x C:)w cfl �t 0 ° O > Ln O c� cco O 3 ^ Cr = co C:)Y � c ' ^ ... O 7 h M m O N LO T Q M -a �-- E M N ° z E O on `m ICUIL E Q JOB NO: 22-12355 SCALE : AS NOTED SHEET NO. S3 (MONO) v+ 3 v x W I r` i m LO N a C> 0 0 J Lo N v N 0 rn 3 Q i d E H ca N E L v N Lz In U -5 U 0 U 0 a a. 0 v 0 LZ 0 LO N 0 5 a N N Lo N 6 0 Cn 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 VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" I I SOLID AREAS ARE ❑ 7 5/8" 8" TONEAILS SPACED ❑ STEEL AND GROUT ❑ ❑ DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK - WALL IS 1 1/2" MAXIMUM SOLID AREAS ARE STEEL AND GROUT 12 P) SEE ELEV. PLATE INTERIOR ❑ FULL 8x8x16 BLOCK HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL SIMPSON SP2 w/ (12)10d ❑ ❑ NAILS AT EACH STUD 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (WP) 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)10d NAILS CRICKET AS REQUIRED �•� SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW .� 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 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 CE OF BLOCK WALL IS 2 1/4" Ct DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C EXTERIOR ❑ ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) WALL CLEAN -OUT ("A WALL ❑ El O/C FIELD SCALE: N.T.S. S4 ❑ ❑ ❑ (2) 2X4 PT STUDS UNDER HIP 1 ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY 4" EMBEDMENT WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. wl MIN. MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN TYPICAL SECTION THRU WINDOW g F TRUSS MASONRY LAYOUT rD MOISTURE BARRIER UPLIFT CONNECTOR SCALE: N.T.S. S,4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) S4 AND FILLED W/ GROUT KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT Gi a c 4 °a 8„ 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 F� I II r it NOTES: 0 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 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 1/2PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J w T > 0 11 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR 101 GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. aMOUNTING B/ POURED CONCRETE BASE FOR BOTTOM OF 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. 96 3/8" 88" 71n 58" 41" 34" 10" 31/2"- TZ SFF �N� 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" — O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 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 10d @ 3" O.C. (14 2 x 6 P.T. SPLICE NAILS TOTAL) EA. SIDE OF DOORGE 48,�PLICE STAGGERED J-BOLT TRACK BRACKET vvvn i nn,r� 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 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. If —y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION AP SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS • �N • 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO 76P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON n L P.T. ATE allvlro�ly ar4 SP2 onvlravly : Ir 10( ST co J-I M. TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 .r -NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS `S �PSON SP4 LINTEL / 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS IBLOCKING @ EACH END w U U) 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO, TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" DOXIED A.T.R. I & NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. i&NUT P4 ROOF TRUSS ABOVE 2X TOP PLATE 2X BLOCKING DVERLAPPING NAILS @ 6" \GGERED 30LTS @ 24" O.C. �X 2X P.T. PLATE C �(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ❑ o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 f(:p • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) o o 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. ch eV a c%s Cn J d� > W M 2 W `� u a� ,9 C fC U N o x N = 0- C" a a > E c IV = 3 Co L d W = _. U d _ E o o. .,,;111311tiltt ,r�,� ;`' �`` F�51��r.��\` '�`F:rElEttt4�i�• To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W �E Q � $ (% N O S, 0 0 •- i� N co M in��2 Q C J 5 w w J U_ 55 a .^ w Z — 0) L L N O _ W C °' m w 2 Z �, N ° d N O U 0 Z U W ❑❑ o z z Q N z � v o a--r cn w y � U m O w s N c cn U a W J 88 L U o vs • .® Q m 0 o� ca w M M o Z r ai a o1 wz Z® 0� E V4 F� r6 O x u oa w 0 � 0 z—� o .; �¢o� z 0Z aNi I-` aS '� �. CiJ o x m 0 Z 11 z UI o Q W rn Ji rn 7 1 Q^ 0 1 iZ ¢ 0 _0 w4 aw � � 00 w as �o qa t 3 C O o T y � >,^ y/ N LL- O 0 m B �o c� (0 coC) =) 3: O Y co O V)_ � CN m Ltd O CO N L0 r Q r— � M N E c z Z E O m E d U _j Q 0 J JOB NO : 22-12355 SCALE : AS NOTED SHEET NO. S4 L I SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. NAILS END. 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. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND F MIN FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - F MAX 9„ SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" AND FASTENERS. (MIN, FIRST 4 BAYS) FIRST UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, IF >9" SEE 10/S5 L IF >9"SEE 10/S5 BACKNAIL w/ (2)16d NAILS MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX. 9" SCHEDULE FOR SHEATHING DETAIL (2) 16d NAILS S BACKNAIL w/ (2) 16d NAIL\\ SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 45°± DETAIL 45' ± SEE STRUCTURAL NOTES AND NAILING 2"x4" CROSS BRACE 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF DOUBLE TOP PLATE EACH JOINT w/ (3) 1Od EACH JOINT W/ (3) 10d „ „ L BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8 " &(2) 10dTOE NAILS @ i & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8 FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END �� i� "L" BRACE TO EXTEND ' EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d EACH JOINT wl (3)1Od & (2)1Od (NOT REQ'D WHEN i • i AT LEAST 90% OF WEB 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO TOE NAILS EA. END @ GABLE IS 4'-1" OR i� i � � LENGTH SEE TABLE ( ) SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 2x FRAME WALL (SEE WALL SHORTER) � � i�S� GABLE TRUSS to ' ' 7/16" OSB SHEATHING END GYPSUM WALL BOARD SECTION FOR SIZE & SPACING ) 2x4 PANEL BLOCKING i�� 1/2" CDX PLYWOOD OR ATTACHED W/ 10d GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" 48" 0/C FOR THE i� � � @ � i (2) 16d �� 7/16 OSB SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED FIRST (4) ROWS OF • i ATTACHED w/ 10d NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. SNAILS �\ @ 6 O.C. EDGES AND 12 „ 1OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD END TYP. TOP & \ O.C. FIELD ttKKTHROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT SCISSOR TRUSS)If EDGES AND 12" O.C. FIELD (2) 16d NAILS ATTACHED W/ BOTTOM TOENAILS \ \�� 2x4 "T" ON TOP OF PANEL 2x4'7" ON TOP OF PANEL BLOCKING, INTO 2"x6" P.T. PLATE 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR Zx BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C @ 48" O.C. INSTALLED PER MANUF. 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 a I I MOISTURE BARRIER SIMPSON META12 w/ 7 10dx1 1/2 NAILS AT 6-0 () INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 1Odx3" @ 4" O/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 °� 0 C MAX w/ MIN 4" EMBEDMENT IN KO BLOCK - SIMPSON SP2 w/ 12 10d ( ) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. (S5:) 2x4 "T" BLOCKING 2x4 BLOCKING @ 48' O.C. 16d NAIL L BRACE ATTACHED W/ 10d NAILS @ 4" O.C`\", TYPICAL GABLE TRUSS WEB -/ SINGLE "L" BRACING DETAIL% 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE -� ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS SEC. SEE TYP. WALL NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH SLOPE OF ADJACENT TRUSS) STUD ( ) FASTENED WITH (3) 16d PER SIDE STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB SECTION SECTION SECTION 4 SCISSOR GABLE T BRACE 7 WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" 2 3 " " 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. SCALE: N.T,S. TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 S5 REV. 06.08.22 S5 AS PER HIB 91 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR N M M IF >9" SEE 10/S5 X-BRACING, AND TOP T SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION � SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1i (2)16d NAILS `� ao 00 2"x4" CROSS BRACE - X 2x4 RAT RUN BRACING APPROX. 8" FROMXA AT 24" O.C. ON TOP OF My " RIDGE FASTENED AT "L" BRACE TO EXTEND BOTT. CHORD FOR 4 EACH JOINT w/ (3} AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d GABLE TRUSS AT EA. TRUSS JOINT " �� 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" (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 OSB SHEATHING ATTACHED OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE16d NAILS N// 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24" FIRST (4) ROWS OF fN (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL E ES AND 12" O.C. FIELD O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS 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 Z_ SEE PLAN FOR MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS CONNECTION -- = - ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION B.OU.C. SAMEMMON INUMBER 0 ROWS, SAME SLS. (ONE INTO EACH PACING) NG DE FACE OF „ _ 1 , D ) g SEE TYP. WALL SECTION FOR SCALE.. 3/4 0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION T ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x :ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. SrJ TOENAIL t (2)16d NA 12" SH SCHEDULE ,TTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. �S�5 vvn , . v�.r-u n•u GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING NKt-tNUINttKtU WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6" OVERLAP '- MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rm� SCALE: N.T.S. S5 _tlulV 1. Mr-ANINU GABLE END BRACING DETAIL "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA 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)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 Z W \.BRACING w/ (3)1Od x 3" AT i EACH CONN. @ 24" O/C -MOISTURE BARRIER .BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 211x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) GABLE TRUSS 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 END JACK 1 V-0" MAX. 0 0Y a ✓,9 O� CORNER JACK U C W Z x 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) IT" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0' O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/-DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION eh \ hJ 0 C" 0 M Uj _:: d > W t G a� o �LLCt 12 In !V L n�o� t[ cam+ Y E c Q = U � 3 � L =1 a 7 U U 67 o oZrrii��,�,�d�� • �j is LO' :i 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. �J F o �E 8 U 0 (00) CC0> - w " n J Q �M� M ti LL W Z w a W �o C� rn W Z LL � c m w N co Z Q J N 00 �d U _, U n W ❑ ❑ Cl) Z N C7 z � z � Q � E3 N z CDU_ o —� O g N Ly N U w ~ J E 2 8 i.. _ ' 'I Qto U 5 � � Q f 0 C::)w if■ CIDZ �, Z LL ox E E Zo z® Z- Ri C O o �� 0 XU dr <= Up 0U 0¢ Wz N a � I < g �H � p � - z U ym .0 Z z N C) J ° F QW [� Z '�o N � op LL aZ �w W T � U 4 'aLL 3 � 00 h �t zla ¢T O C O i > iLo N 1..� Occ rn cm i C) :3b >� > �1 Q O U) mCU N C U')Ito— +_j co C:)CO o co L() T Q M T w Lfl M N o Z f0 Z O E O T N C a U J N Q p JOB NO: 22-12355 SCALE : AS NOTED SHEET NO. S5 L III Ip 1 I I I I l-- 1 - 3 Ld I tD m to LO E LO to i V) a N E E 0 ti 0 v U i .o i c 0 0 a> LZ 0 it N a a 0 v ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATIO BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" 0/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER P\ ' a,A 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER / CHART ON FLOOR PLAN J NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER .� MUNICIPALITY c • �� d N�_ \ .d e . Cl) _III 111 e. I III—III—ll \' °' 'a 6x6 W 1.4xW 1.4 WWF OR FIBERMESH�_j LU FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - (RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE lALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W18d @ 4" O.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 U) FOR MORE INFO w o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 0 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD _j LAYER 1/8" THICK. U_v —INSULATION PER CHART ON FLOOR PLAN rB R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE JBARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL w n AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH �4"to 6" BELOW GRADE 9NISH GRADE 00 I ' ",��rl I I' \—STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE JIS-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL-----_ *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/(8) 10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER iTE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL'IT" AND CORNER DETAILS N SCALE: N.T.S. 16 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS O° SEE FRAMING WEEP SCREED 99 '- - 9 PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1Odx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1— 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSc FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS Lu WEEP SCREED INSTALLED PER. MANUF. a O SIMPSON HETA20 w/ (8)1Odx1 1/2" I In NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1 /4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. �— B.U.C. (8)1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY — @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) SIMPSON SP1 w/ (10)1Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE r --va-, tea - v d _ a _I/wv SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ / GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH e — — — -., --..- 7— 'A 4 A .Y p de.' � co I I—IIJ I I.FI I I —I I �-rFl I —I ' ; (3) #5 CONT. ON 3" 8 1-8 r g CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB �I EXPOSUREI x II SHEATHING F"o) x—PROVIDEIBLOCKING AS REQUIRED PERD ISECTION X-X IF NOT FULL HEIGHT SHEET II II II JI = IL-. G FLOOR SYST (2)- 2x TOP PLATE BEYOND I 7 T —7 II _17—EXPDXPOSUREI F F SHEATHING JI'l I'llII II II I = uj SOLID 2x IIIIII II II II I o ALL SBLOCKINGHEATHING (SEE III OPENING 11L -ILUEDGES SECTION X-X _ uj III III x II II Ir W II II f x E _ 2x STUDS w III I III II II II BEYOND. C SEE PLAN o III I I I II III II II I I II I LI 11L 11 11 _II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING Z-11 C 3/4" CJ 1/2„ Ir 1\ S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X Sic pIA �N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 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 Y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYs". ? NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL CD© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O @ NAIL INTERIOR AT 6" O.C. wl8d COMMON NAIL. In E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL w LL N O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER F > q r O a < 0: 1.-ODco w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. rnC)n a'LL @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL N w Cp - I- MEMBER IF GABLE END c U " NOTE: WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 • 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". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN 04 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE b�R10R NO SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS ! ,BEAM 2x BLOCKING HORIZONTALLY @ 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 W 1.4xW 1 A `t WWF OR FIBERMESH C • ' . • a• A IIIIIIIIIIIIIII11A A ,. �- ' i III-III=�' W/J" MIN. CLEARANCE AIR 4" V-8" ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'4 (2) 3) (2) (2) (1) LSTA30 9'-16' 1 (3) (3) 1 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 60 FINISH GRADE T ;III,; I' o @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. V S6 cv C= C cu o Cal c� o LLA � a U N zf0 _ m X c Ui cn- v' M o - N C7 N X CU m a: 3 m 03 N R N � i��►�ti�ullra� •?\` 0 • j•, � I r V 1 T�nil??�;>1'►1o"" 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. N �E Q B V � N� �m,,_0 WrL iVni � of NMv � u d �LLLL I . w 0 o — 2 o rn Z 0 7s '� N f0 > O W i02" m 'n co Z Q J 00 00 Z W ❑❑ (D M z N M o� z W N z o � J — M z V) B C� o w '� ) N 01 w o V) c �V) U w U o � W, o • Sm o w My M p z U_ n. E 0 V w� �� zo N go oo V _ g x U x< o Do o oQ z C:) <� g wZ .,. = a NV m g Oz ZF z W co J m'<w �z co < o� <0 a W o z wa �m >° Mj cD � za a i;3 0 C ^ ' �! N L.L O qt M 0 L_ CO C O co O o- CN ML1') 4 J C O M c� O rn o Ln T Q N LO T eM j (0 o z as z v; E O c a E U 0 Q p JOB NO: 22-12355 SCALE : AS NOTED SHEET NO. S6 (MONO) 1 11 1 1 "' 11 1 If II 11_ 1 I I II I I I I'I PLl1 IILI I rn 3 v w I r` i x m v cn� 0 O r` 0 0 J LO N N C v vs 3 4 0 a E H N E Z L C y t� 0 0 J• 0 i na 0 O ti N LON 0 d N LO N S Q v SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE---� AT STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON L�2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING \ Lx4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" MALL I� ALIGN THIS STUD WITH FACE OF 2ND RISER / FI `` \ 3YP CUT TO FIT \RS IN WALL I --2x12 SYP BEARS IN WALL 2x6 SYP 2x4 SYP BLOCKING NAILS) ZA 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON14)10dx 1 1/2" MTS12 w/ / AT STRINGER CONTACT POINTS \ NAI� (I EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER J � � 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER / 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD % STOP —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS / i �I ---2x4 BLOCKING FOR 2x12 C � I 2x4 PT UNDER 2x12 ' ROVIDE MOISTURE 4 \ PROTECTION ATTACH ALL COMPONENTS / OF STAIR TO CONC. W/ -1" X 2" TAPCONS @MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/J" X NAILED TO STRINGER 2 T" TAPCONS @ MAX. 32" O.C. \ / G-1 TOP OF STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP tN�� [ 2x8 SYP DRYWALL STOP MUST NOT TOUCH I STRINGERS EI 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLU {14)4) 10d x 1 1/2" STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING BULLNOS SCALE: 1" = V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL E DETAIL SCALE: 1" = 1'-0" U 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK 2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS _1 J 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) / DRAFT S1fllP x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x4/GLUED AND NAILED TO STRINGER ,KOR DRYWALL SPACING s \ —H SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW SCALE:" = 1'-0" -3/4 PLYWOO1 ON DECK —2x8 SYP GLI AND NAILE1 FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO GIRDER, FIELD VERIFY OF NEWEL PER CONT STRINGER \ OPTION: 2X4 CUT ON (2) LAYER" EDGE GOLD BEVEL GLUED AND OSB OR PLYWOOD NAILED TO SUPPORT OR 1 a"X16" LVL W/ SIMPSON H3 ATTACHED W1 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 ANC NAILED TO JOIST. NEWEL POST BLOCKING 1 POST LET INTO (LOCK 1DE KING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H II/ 2X STRING�R 2X BLOCKING PSON MTS12 w/ ' 10d x 1 1/2"NAILS AD D OR 2X BL05KING 3:n RISLEe, VARIE ECTI ON VIEW "H" SCALE: 1" = V-0" c+7 C%j 0 c� � o > W fo W G a i o �; LL c Io U N C 6L d N G i N N _ � Q N rzy d _d E � U Q 3 v d ✓ 6 . FLO v To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. rn W Q ';r E 8 V O N o W C r 0. N w W N r1 a) In M v W J U 5 D ul _� o ZLL C N IV O i � DO 5.rNO > S a LLW ��pjO� m w J � N° Q� N OU Z W ❑❑ z NN M z OD N Q — — (Z � N aid V) z v 0 N 0M CD � w m � U 0 w N VV) Ly N v F _ e $ I _ z 8 zl/.. U 8 Qe Q N O �m o co w M M zo � Z C a E oo® oa F— �z _° Q 0z z Oz N h 0 az �. W y L q cj C _ Q p z 0 0 tim i 10 Oz z� ''<w z rJ J <m (n Cn �_ 00 < z z 0 Qu Q LLa 0. W J= ' 0 0 <F �x0 aT� zla 3 0 2 O i N > U / O ui rn m cc O Y Co O (0 LO ��— 00 O n N (0 c0 O Ln 1� cMLO T E c //'� coN z Z E O r— m FL E U Q p c JOB NO: 22-12355 SCALE: AS NOTED SHEET NO. ST Cm x W I x 0 0 0 J L0 M N I N V) 0 3 a E_N E 0 O LZ U .21 i 0- 0 L� N N LO N S a CD LO 0 0 v N 1x4 1112" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER*4"2X8 1/2" DRYWALL F. DOOR JAMB (REFER P T TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CON 1 X 4 E j- 1x4 P.T. 3/16"0 X 3" LONG {� FURRING 3-1/4" LONG X 3/16"O D L FURRING TAPCONS L FURRING 2 ROWS 3/16" x O INTO STAGGERED @ 16"1x8 O.C.& TAPCON @ 16" .C. &TAPCON. BLOCK@ SPACING 1 „ DETAIL O.C. 2-ROWS INTO P.T. FROM EACH END w/M. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH �� 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12' O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 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. (2) ROWS 3/16" x 3-1/2" ❑ x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 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" D.C. .3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO , BRACE(S) 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) BT1NN. 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 --� 1-112" 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 BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---- ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS SECTION A -A 8" 1/4" x 31/4" TAPCONS -LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS - AT EA, END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B �1/4" MAX EMBEDMENT INTO K.) i4 2,-0" 8" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 7'�q"`-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL rK SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 RE& (TYP,) STD. 90' HOOK (1 ±5A NOTCH WEB AT FIRST 2 COURSI ,APACI I T = 805 If FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" 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 ALL (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. LOOF 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%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS 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 3/8" 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 ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ - * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL — SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT - GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: c., ° p "' REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g 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 PEh 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 R YP.) rHE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS 1� / #5 REBAR (TYP,) 10 1� 1� 110 #STD. 90° HOOK (TYP.) • 1# • FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE �- j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, I FASTENED PER I DIA. @ 24" O.C. NOTE 2 BELOW-1--Y-- LCONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"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.* 2x + 440,, + + + + + M, 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" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS t + REQUIRED TO + SUPPORT SOFFIT / GENTER SOFFIT PRECAST LINTEL �1/ SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SFF GHPPT 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 P 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: V; - . 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. M N A 1 T 1 C 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1Old @ TOP & BTTM CHORD, AND (8) NAILS 10d @ TRUSS VERT. //—FACE WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL B @ FIRST COURSE SI PSO HG M OK A q@ 2 0. . w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT ° FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. •r OVERHAN •, ° a ° RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" INISH FLO #5 BAR CENTERED W/ ...' ° �►97IN TOP 4 r . KNOCKOUT / cv - � '• '; ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN °• . AND SECTION DETAILS CLEAN FILL .► ° s DIRT Z °, ° STANDARD o > 99 HOOK iv #5 BAR IN FILLED CELL, �e Nk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I EXISTING FOOTING RETROFIT FILLED CELL DETAIL SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. e+� N O C3 Cn ao =n W O LaJ L U_ i G U L2 F-O C !C U h N O N O fO Q N Y W CD � 3 � �. cc _C�o 7 � � T E CUo 0. v O w ,��\p111tll�dtt// '•, ,Cr��_V ? To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a o8 0 0 w � LL Q C J u, JwiL , a a a Z `0 i' _ 9 a. > @Nc0 O W NpjQ' 0-1 w 0 Cl)Z Q J Z IL NOD Z N OU 00 W ❑ ❑ C r z N M z � 8 Q a M U) z � CD i axN w 0 LU V)) C V w m ~ J E :I 0 U Q o C.0 w ¢ o Z Q � E Wg aLL <� a O wj Z® ❑a 'T �< g� z N 2 a 8 <S ¢ w> d z mo z0z N h <� 6 W Ez N 3 0. a0 -) �w W T U 0 0 11 g CZ) =< ;o �h zI< $ v °O = > LO 6 O C m CD (� ca O O 3:O ^ Cf �- m � N L0 �. O 7 CO O Ln r < M U')CD r E c M N Z (a Z :3 E O c a E L) c o 3 JOB NO: 22-12355 SCALE : AS NOTED SHEET NO. SS 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 1N 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. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS rvr c-rvu r rII rr�u TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----LWOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN 4" t 1-4" EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE (V T PORCH SILL 15 SCALE: N.T.S. DIAGONAL AT 8'-0" MAX WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT--/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT 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 121- w 4,r z U N PORCH SLAB SEE FOUNDATION PLAN (2) #5's CONT. T&B iw % w z W/ #3 STIRRUPS AT iv z --�, 4'-0" WHEN DEPTH . T EXCEEDS 30" LOWER OR GARAGE SLAB 1, SEE PLAN LARGE STEP DOWN �jj SCALE: N.T.S. SCALE: N.T.S. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS ES (2) 12D NAILS —' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR__T PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND SLAB 1 1/2" -,k (2) #5's CONT. T&B w/ 4" #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH FOUNDATION PLAN EXCEEDS 30" GRADE HIP - G.T ' r 1'-4° ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY —\I INTEGRATE MASONRY ABOVE MASONRY I KNEEWALL INTO CMU BASE OR PLAN FOR COLUMN PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF I REQUIRED INFO 1 1 MASONRY KNEE WALL MAX 3 = 1 ' 1 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 1 I 1 z O w J w =7 w w . FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED 1 1 MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY 1 1 8° Ak SLAB PORCH SLAB SEE LEVEL FOUNDATION PLAN TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. —#5 REBAR CONT @ SLAB LEVEL —EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/, z CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1'4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. 1 TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. —#5 REBAR CONT @ SLAB LEVEL —EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/, z CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1'4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. 1 I w/(1)#5CONT SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( ----------� -- SEE PLAN SIMPSON HUC410 w/ (14) FOR CANT. 16d INTO HEADER & (6) 1 1 I I 10d INTO BEAM - SEE I I I I ROOF PLAN FOR MORE I I I I l I INFO I 1 SEE FLOOR PLAN FOR i COLUMN SIZE & BASE 1 I I I .. — 7/16" OSB FLITCH PLATE CONNECTION INFO i i REQ'D ONLY WHEN ---- — — --_j 1 L__ INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON OPTION B CONNECTION INFO OPTION SC EDULE/PLANM C i v EXTERIOR SHEATHING COMMON -BM. TO POST ATTACHMENT ('_A� 2X4 STUDS w/ SIMPSON ATTACHED PER NAILING SCHEDULE SEE ROOF PLAN FOR BEAM SIZE & SP1 w/ (10) 10d NAILS , CONNECTION INFO. AT BASE SEE J/S6 FOR MORE INFO. l ti 2x4 BASE PLATE W/ ` SIMPSON LSTA30 w/ (22) 10d NAILS OR I SIMPSON MTS12 w/ (14) 10d x 1 1/2 NAILS SIMPSON (2) HTS20 w/ (14) TO FLOOR GIRDER 10d NAILS TYP. U.N.O. BELOW @ 16" O.C. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION A A SEE PLAN FOR TOP OF WAM I —J SEE PLAN FOR CANT. IF INDICATED CORNER -- SEE FOUNDATION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR / / ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d / • NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d SEE FLOOR FRAMING PLANAND 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" Y2' CDX PLYWOOD OR SHEATHING REQ'D FR OF WALL TO ROOF SH ABOVE W/ 8d NAILS @ FIELD, EDGES & BOLIN 2x4 #2 SPF STUDS @ —'� 12" O.C. W/ USP SPT22 ti @ BASE & SPT24 @ ti TOP v 2x4 #2 SYP P.T. PLATE W/ V8" EPDXY ANCHOR OR 2„ J-BOLT OR Y TITEN HD ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT - 24" STEPS X �°- X d , � ' X SEE PLAN FOR OPT. - - "- STAIR INFO. IF 1 CONCRETE STAIRS MAIN HOUSE FORMED & POURED SLAB W/ (1) #5 EACH STEP 141 (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH ° .. ° .a. c . EXCEEDS 30" GARAGE OR LOWER SLAB SEE PLAN SECTION GARAGE MONO 21 SCALE: N.T.S. M cv c tV C" o cn W =� >� t/5 ro O N_ . V7 C Q cam+ Y �ss� z 3 ra c o N G c E o a o 4 Q .r- �: F 1.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. a �8 V N N m N r _Co N 0 - w 3 Q 0 1 -i m w w Jwii a w �o — a Sc Z L Nj 2� �2p . �• Wcin2O > 'rN CO o u w LC Z coz - & s Z N OU 0 W ❑ ❑ z � M z a'o13 z a o Q a — N �Q) w �_ r6 � C, � U Ow$ �Ln N C U _w J f— $ m I �. .. � • � � sm ti o Cl)Z w o Q O E n. E ❑a Z I`° O 10 U❑ as Wz 0° o< Nw2 �im� .0 w �'� <o N>z o� Z�i _l 7 g N [7_ � o LLa go W N W $LL =3 �r �CD O v w z< a� °3 0 C)2 = > Lo 0 m CU ns c� L (10 m 0 O O a m C Lf co C� N 0 c0 O Ln T' M L r E 2 cn M N Z l4 E O m T a .. U Q cc 0 d) JOB NO : 22-12355 SCALE: AS NOTED SHEET NO. D 1 I _ I I I I I, I 1 L I I I I 1 I II11 (1) SIMPSON LSTA30 w/ (22) 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SP4 w/(2)- UISE SP6 OR 2x66WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE 2x8 WALL) I TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR / FACE OF HEADER/STUDS @2FOR 24" O.C. EXT. SHEATHING MASONRY WALL OA BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO ® SEE PLAN FOR CONN. W/ (2) 12d TO NAILS T/B (2) 2x HEADER SEE PLAN 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE � � 1. APPLY SUB (3) 2x #SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS FFLOOR FLOOR + STUDS w1 10d @ 2 2x SPF TOP PLATE () END OF SILL. MAX. 2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8 O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER 1 2x SILL PLATE W/ () (2) 12d TOENAILS. • •; SURFACE AA 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x 11 SYSTEM SEE PLAN 4 NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR ►-JOIST B 2x4 SIDE BRACE AT 48 O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF CORRECT BLOCKING w/ (3) 12d EA. END ;;:; FLOOR DECK HEADER SEE Q/S4 FOR REQ'D JAMB """""-'"""""""""""""-"""'""""""""'""""""""""""' G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK : ; INFO 1/2 GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") J, FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL '°' •°' VERIFY W/PLAN NALL ILS @AT,H JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10dJ WA NG (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8"o,c. FLOOR TRUSS/ 1-JOIST SEE PLAN TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8lD-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO 2 10d TOE NAILS ( ) OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S.��j SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. 2x8 OR 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION (2) (2) 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED �; . SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" TIP. 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END A TOP PLATES O LENGTH ON STUDS W/ 11 10d ( ) (1) SIMPSON LSTA30 w/ (22) 10 SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR L. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE THEN DOWN THE FACE OF (2) - 2X SPF TOP PLATE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS � � C AT 16 O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS 2 2x HEADER SEE PLAN ( ) HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) L G (2) 2x HEADER SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ 1 2x () SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS SEE PLAN FOR COL. SIZE (2) SIMPSON MST37 f i CONNECTION SEE STANDARD EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP HEADER CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7'I REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING \ O.C. TYP T & B � � SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. � 2 O 2 x #2 I SYP U.N.O. 1 1/2 (USE SP8 FOR 2x8 ✓ ` �\ WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER I JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES 2X CRIPPLE AT EACH END OF OPENING NAILED TO STUD FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2 IS SEE PLAN FOR (BLOCK SOLID) ; 2 x CONT. T & B j BE SPACED W/IN 6" FROM OPENINGS TO BE INSTALLED AT EACH END. _ AND MULTIPLE STUD PACKS PACK W/ 10d NAILS 8 O.C. @ COL. SIZE +, HEADER 2 x 4 #2 SPF STUDS O TYPICAL BLOCK WALL C PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (1 8) --- (8) „ G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 16d NAILS & 5/8 BOX HEADER AT 16 O.C. U.N.O. 2 2x HEADER () SEE PLAN EXTERIOR HEADERS E F I� ( 1 2x SILL PLATE W/ 2 12d TOENAILS. TYP F O O SIMPSON MSTAM36 W/ (7) FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM ANCHOR BOLT w/ MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE l l PLATE LS30 10d 1 1/2" EACH SIDE 10d NAILS & 4 1/4"x2 1/4" () TAPCONS NAILS WRAPPED UP OVER TOP PLATE AND 2x CRIPPLES @ 16" O.C. w/ SIMPSON BASE W/ SIMPSON w/ (6) x PROVIDE BLOCKING - - - - SP2 w/ (12) 10d NAILS AT SEE FOUND. PLAN FOR FTG. REQ. 6" HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS - -- TOP AND SIMPSON SP1 10d w/ (10) - NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • . �l • "-- "PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN _ TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. @ 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER s 2 STORY COL. aC� GIRDER 7 IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. - LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8lD-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 w/ (22) w SIMPSON SP4 / 6 10d x 1 1/2" USE SP6 FOR () ( 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. 'FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" 0/C — - - 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. '�� NO 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x 8 M� TOA TOP SPLICE 2) 12dTOENAILS. 2x SILL PLEA INFO. �! (2) 10d TOENAILS AT EACH EXTERIOR H(1) ERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING �, (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR A LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON 8 IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). ' SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO ° EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS W/ (2) 10d NAILS NAILED TO STUD PACK j' FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ I" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 1j SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. e� cst c+� d -o >. W co O L W V d r- C7 • .� C f0 f� CV N C IL d Cz e� aI u d m d E •� c • ��;1116111lf f1 I/// N ti P f•NSE F,1b•'�ap W F L 0 ,.•• 0FESSIDN To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W dE F O r07 V po V Q1 6 SO N n Co �� CNt0� y LL W a J U_ LL Lu fan o t4N0 (or W N Q_jQI Z N Z Q J IL� N _ V v W ❑ ❑ z N c7 og z N 2--iz � J d � E3 N z U � 0 w s �v) w 0 U o < 0 0 Q Y C N CjD C13o 2 w z M o F z¢ ILL.Zo >p <� zo O E �_ ccx0 W° z g V oa 0 °� �¢ Z No E � a ao ao o az �w t ¢o W0 _ _ OiU m oz Z J Nm a aw 2. a� T 8p LLa z gO nw W o o� < 3 ;o � �!I¢ g M, �O ,o = >LO m M CO M O O ^ O U) m N CM co O N LO r. Q c L0T E c CV) N Z M� Z to IT-- E O a E 0 ¢ io o rz JOB NO: 22-12355 SCALE : AS NOTED SHEET NO. D2 W m co r\ N 0 0 0 0 J LO Lo i 0 V) o, Q 0 E IFF Cn E x v co t� 0 U 0 �I 0 i a c 0 0 8. w ti N N LO 0 0 a. N (=1 0 Q m v N THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING GADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTAATH TWIN TRACK 2.6 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE / w 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 JOISTS UNDER DECKING ED FLASHING (SEE DETAIL WP07) i HEAD FLASHING TIE-IN INSTRUXTI( 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 EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING NAILING FLANGE 1 2 8 SELF -ADHERED FLASHING HALF ROUND WINDOW / DOUBLE JOIST SINGLE OD BEAM JOIST BELOW SELF -ADHERED SELF -ADHERED FLASHING FLASHING O 2 SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHINLEM EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions in each detail that corresponds to the Refer to the number marked asRinstructions numbered items in the list 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 J. 8" CMU _ 4" OR 8" CMU Q ° (PER SEAT DEPTH) _ FILL WITH GROUT l� d _ SLOPED MUD BED H VINYL SHOWER PAN f 1 d H SLOPE d ° 77 a V-4" PER PLAN V-0" PER PLAN SHOWER SEAT a WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING �(2) SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER y � U) d z v zl z al 0- LU w 0_ Q- _' U 0 w W U = W Q LU w � ° A WINDOW UNIT FLASHING REQUIREMENTS � DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. - WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied . i horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 ------------- - - inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER 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, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 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 FLANGED WSEE INDOW FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied (SEE DETAIL WP01) membranes used as flashing shalt be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and PAPER TO EXTEND A MINIMUM 6" RELEASE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings 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. 1.2 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. Grounds +- 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER- - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGASS CS\\t�SSS -- --- p. I I STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PANE WRB BOND BREAK WRB I SF LATH I I, I, I I I II I II I II I I I ------------ BACKER ROD IS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with 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 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 en N O N c 0 C" -o ' 4= 7 W UJ a a U- o � � cv o 1 N o J .� CV 4 N C � � m c c� V, c � N N 0 N c 0 N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. t» W 4 't E O N 8 (0 O 0 CO C N 1r ; 0 sr-- 0 Q c7 Na W M u- u-�=' W d -2 a Z La - Yv o W 0-�� 0 ' W Z IL (1) T m J � M Z Q J N OU y Z W 1311 InU' z N th z � z o� U) Q < N z Ur o (� w m le 0 w s V) c N V d J ® J �- E t 8 I ��.. = Q p `I o w MZ Cl)� C J LL- ce O 20 � = >N _-® ❑a cu_�� p< Do oz Z o� C iI ao� W Z <C W w w� N ` �` U mU sZ Z Z J y m b Q W 2. � Q a �� Zo a yw W 6o �� 3 of oco�Q c a o O Z C Q 2 0 c� (10 CD C ^ cu 0 (� m N LO 0 -o Il�- CO '0 co C7 N C� (fl o l,() T� M r w cfl LN M N .. o (.0Z E p T 2 Z a c ci a JOB NO : 22-12355 SCALE : AS NOTED SHEET NO. WP1 HURR/CANE Mounting Brackets (10 Gaugo +112' x 4112' x 2-12" of 0 See Anchor Schedule Bolts 112' Dia. A325 t;aly, (Typ.) a Washers f Self -Locking Nuts Back Cross Support e (May be cut to W) Right Bracket (16 Gauge) }1 tt l4 SeIM)ril ling Screws A/C Unit Bottom Edge Hurricane Strap (Typical: 3 in front) Front Cross Support (May be cut to W) Left Bracket 06 Gauge) p 14 Self -Drilling ScrewsThru Brackets & Back Cross Support Into A/C Una Bottom Side (Typical: 3 each side for hurricarre use) 5'pic 6. url.tal.6-n wt-ti su are pe-e lass Intl. ezis liaarncw.c .iu limo, Raw sal Ilo901 avaltaile open talnear ( fat um ) Florida Depadmertt of Business & Professional Regulation Par I or 1 Building Codes and Standards 1211a2021 Product Approval Application Detail S&III enter sir 20 - - _291 crw Pe aaM RM _ MM V,Nslat Manuresturw contact lndMsf&Lkrnevalidated Be V1111IMUld Oubn1)ned Willadrosal Aber etwA Animation 2020 Smart Vent products, Inc. Mcnael Graham Harman F, Norio P.E Locke eowden P.E. 12II62020 12/162020 122112020 Approved Category: Structural Canpalents (877)441-83U PE-73775 (334)3W_1800 aubCat000ry: Products h[roduced as Reath of info®smartventcom Na eTechnology Caryliana 10.111od Evaluation Report tom e Florida RegiMan tAr hitect ors Ucensed Florlde FL45MAN Products; Frdesslond Engineer Hann Quality Assurala4 Pmduct.gtigamWo Acarovedfa Use Approved IQmaS outside for Use dVkLZ Ill" Resistant DOSIW P-sure. 1 91RrtVent Model#1544510 Wan Function Flood and Ve,410-Vent IMIU2023 Yes Yes NIA .1004100 2 SmertVent Mpdel#1540-511 Dust F-tion Flood aM V-9.6nVent 121312023 Yin Yes NIA .100A100 3 ansnvent Mod" l#1540.520 hsuhled Flood Vent 12r3t2= Yes Yes NIA :10DI-100 ♦ SmertVant Mod"#1540-521 hsublad Flood Vent 1213,1223 Yes Y. NIA .100A100 5 SnartVant Model #1540-524 16aqud; Gangs Oda Flood Vent 12131f2 Yes Yes NIA NIA 6 SmadVent Model#1540570 Wood Well Insulated Flood Vint 12012023 Yes Yes NIA .10DA1DO SnanVent Model #154o514 14.5&quot: Gang. Dog Food Vent 12/312023 Yes Yes NM WA Florida Department of Business & Professional Regulation Page 2 c,14 Bullding Codes and Standards 1252022 Product Approval Application Detail s�na :Efftmtor 29A :gym Dale Panelled gym, T_ version Manufacturer _Contact Enalmser& License validated ev Validated Subm ltted FOC Approval Approved Status R-elon 2020 Trlerma-Tru Corporation SDava Jasperson Lyndon F. Schmkt PE Ryan U King, P.E. DIM 6=1 12r312020 04r22/2021 06/08/2021 Approved Category. Exterior Doors ISM 843-7828 PEA34M (813) 767-6555 Subcategory; Swinging Exterior Door Aossmidies siasperson@thermatru.co Compliance Method- Evaluatkn Report from a m Florida Regists"d Architect or a Licensed Florida Profesalonal Engineer FLO2546040 Products Sao 1t Pradudt Nbtlel. Numpar a Name Quality Contract Aeeuratrca Efmirseon Aporovedfatlse Approvalfor Date In Hyi42 outside Uss HVHZ Impact. Deals Pressure 1 a. Therms-Tru Fiber-Clasalc and Snodh-Sar Nominal 68#39;8 &quoti mpact8quot Opaque 12/31/2022 NO Yea Yes NIA Composite Edge Fiberglass Single Door (Insw"9101"hwhg; X Configuration) 2 b. Therma.Tru Fiber -Classic and SnwoOn-Star Nomin2i tiWers &quotlnlpact&quot Opaque 121312022 No Yes Yea NIA Composite Edge Fiberglass Single Dow with Sidexis(s) (Inavirg/Cutswirg', XO: OXor OXO configurations) 3 a Therma-Tru Fiber -classic and Smooth -Star Nominal 6'8 &quati nWct&gwt; Opaque 12r3l/2022 No Yea Yes WA Composts Edge Fiberglass Double Door with or Without Sidelines Inswing/Outswing; XXcr OXXO 4 d. Themla-Tru Fiber -Classic and Smooth -Star Nawnfguraaons) mmsd g&#3f. 0 &quotimpactlquot Opaque 12I3112022 No Yes Yes WA Composite Edge Fiberglass Single Door (Ins,mWoutsvltg; X configuration) 5 e. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39,0 &quote rnpact" Opaque 12131/2022 No Yes Yes WA Composite Edge Fiberglass Single Door Y th �� ( ngghAti irg: XO. OXor OXO cunngur,eons) 6 f, Thermo-Tru Fiber-Clasoo and Smooth -Star Nominal 69111139;0 &quottnpactAquot Opaque 12131=2 No Yee Yes WA Composite Edge Fiberglass Double Door win or vAhout Sldell as (InieMngrOuthmAng; XX er OXXO cordigurationa) 7 g. Therms-Tru Fiber-Cnsstc and Smooth -Star Nominal6&8 &quotIrrpect" Glazed 12rd12022 No Yes Yes WA Composite Edge Fiberglass Single Door (InsWrg/Out-I g: X configuration) 8 In. Themlai-Tru Fiber -Classic and Smoobl-Star Nominal 6=39:8 &quotlmpeet&quot Glazed 12r3l)= No Yee Yes WA Composite Edge Fiberglass Single Door with Sideite(s) (Inswing/OutsvArg; XO, OXor OXO configurations) 9 1 Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&N39;8 &quotlm;cact&quot Glazed 1213112022 No Yes Yes NIA Composite Edge Fiberglass Double Door Win or without Sdelites (IraWnglOutswin➢: XXor OXXO conilgurstons) 10 I. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8'08quotlrrpagt9gwt; Glazed 12/31=22 NO Yes Yes N/A Composite Edge Fiberglass Single Door (InsvdngroutcvAlg; X configuration) 11 k. Theirs-Tru Fiber -Gamic and Smooth -Star Nominal 811#3sO &qu rtimpact&quot Glazed 12r31r2022 Me Yes Yes WA Composite Edge Fiberglass Single Door with adelee(s) (Inessi g/Outawing; XO, OXor OXO configurations) 12 I, Therms-Tru Fltpa,Oassk and Smooth -Star Nominal 9&038,0 8quotlmylact1quot Glazed 1221/2022 No Yes Yea NIA Composite Edge Fiberglass Double Door W th or without Sidelites (1-inglOutsw rig. XX or OXXO configurations) 13 m. Thermal-Tru Fiber -Classic and Smooth -Star Nominal S&MI3 8,quo4mpact&quoC Glazed Molded 12131r2022 No Yes Yes WA Open Composite Edge Fiberglass Single Doer on-rgloutswig; Xanfigurstion) 14 n. Therrna-Tru Flber-Classlc and Srroah-Star Nominal 6&939;8 &quotlmpactSq of Glazed Molded 12131/2022 No Yes Yes WA Open Composite Edge Fiberglass Single Dow vAM Glazed MoW lded Open Sldellte(a) (Inswing/Outsng; XO. OX1z OXO configurations) 16 o. Ther a-Tru Flber-Classic and SmoMh-Star Nominal 8&93$8:&quotlmpact&quit Glazed Molded 1221/2022 NO Y_ Yes NIA Open Composite Edge Flbergis" Double Door wRh or wMc.t Glued Melded Open Skdelites (InsWrgnutswig; XX or OXXO wnfiguratiars) 16 F. Th-Tru Fiber-gassic and Smooth -Star Nominal 6843B,g &quotimgwcFBquot; Opaque 12r3l=2 No Yea Yes WA Composite Edge Fiberglass Shale Door with Molded Open Sidelati(s) (Inswing/OutsWng; XO, OX or OXO configurations) 17 q. Therma-Tru Flber-Classic and Smooth -Star Nominal6'8 AquotImpactrlquot; Opaque 12nl=22 No Yes Yes NIA Composite Edge Fiberglass Double Door with or Wthout Glazed Molded Open Sidelftes (Inawlrg7Out9wi g; XX a OXXO wnligur2bors) Florida Department of Business & Professional Regulallal Building Codes and Standards Product Approval Application Detail - pag.1 orl /1a2021 August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0140.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation F L2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.41-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10120 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55,01-55.0 psf 2/161"2024 Pella Corporation Series 10/20 FL11161 +30.01-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2512031 C. FIXE D MI Windows and Doors Series 185 F L15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 Pella Corporation Series 10120 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Sofa FL16544 R5 +54.2/-54.2 psf 7/3012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL215803 NIA 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97,5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, 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 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/2512024 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 .13 1252022 Qft Entity or pate Bata ➢aarraPan71na I= Verson Manufacturer Co Engineer & License Valldated By ValidatedSupg�g FBC Approval gig rya Revision 2020 Thermo-Tru Corporation Steve Jasperson Lyndon F. Schnrdt P E Ryan J. King P.E 07rZ,'. 0 07h212020 07/29=20 101130020 Approved Category: Exterior Doors (800) 843.78M PE-43409 (813) 767-6555 Subcategory: SWngirg Exterior Door AseemMes s)aspersonilithermalruco Compliance Maalod: Evaluation Report from a In Florida Registered Alontect a a Licensed Florida Proressbnal Engineer p�70-R3 Prpdttas QUalmr Illil"nee Awroved for tlse Aopmvad for Use Impact 21111110 Sass # Product Me". Number or Name Product Oesenation Contract Exoirapon Data In FIVHZ Outside HVHZ Resistant Pe re 1 a. Therma-Tru Fiber-Clesse, and Snod"tar Nominal e'S&quoxlmpact&quot Opaque 12/31/2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door 11nsvnn2/0uh-rg; X conf;gura is) 2 b. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#396&quot:lmpact" Opaque 12131r2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sldelts(s) QMwingfOufswing; X0, OXor OXO configurations) 3 c. Therma-Tru Finer -Classic and Smooth -Star Nominal6&#34,6 &quotlmpscAquot Opaque 12/31r2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or Wthout Sidelines (UraWmg/OuhPMpg; XX or OXXO configurations) 4 d. Tnerma-TN Fbar-Classic and SmoothStar Nominal 8&033,0 8quatlmpad&quot Opaque 12r311= Yes Yes Yes WA Composite Edge Fiberglass Single Door (InswbgrOutaWlg; X confguraticn) 5 e. Theism-Tru Fiber -Classic and Smo thSFar Nominal 8&#360 &qud;lmpaet&quo. Opaque 12/3172022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with S clelte(s) (InswingtOutw ng: XO, OX or OXO wnfigurations) 6 f. Therma-Tru Fiber -Classic act Smooth -Star Nominal 88#3sD &quotlmpact" Opaque 1MI12022 Yes Yes Yea WA Composite Edge Fiberglass Double Door Wm or Without Sidaiites (Inswing/Outwo g, XX or OXXO configurations) 7 g. Therma-Tru Fiber -Classic and Smooth Star Nominal S&1J39;8 Aquotlmpec Mquot Glazed 1213112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (InsAirg/Outswtrg; X configuration) 8 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#368 dquotlmpact0vot; Glazed 121312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sidelte(s) Onewr out»Wng; XO, OX or OXO configurations) 9 i. Therrre-Tru Fiber -Classic and Smooth -Star Nominal 8&# :8 KquotlmpaG&quot Glazed 12/31/2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door vkh or without SltlNttea (IrnsWlrrg/OutvMng; XX or OXXO configurations) 10 f. Therma-Tru Fiber-Cassc and Smooth -Star Nominal 8'0 8quotlmpad&quot Glazed lMlIM22 Yas Yes yes WA Composite Edge Fiberglass Single Door (InsWng/Oulawing; X confguration) 11 k. Thermii Fifer -Classic and Smooth -Star Nominal89#3808quctlmpect&quot Glazed 12f3112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door Wm Sidelite(s) gnsWng+OutaWnp: XO, OX or OXO configurations) 12 I. Theism-Tru Fiber -Classic and Snstoth-Saar Nominal 8'0 8quoklmpad&quot Glazed 12J311=2 Yes Yes Year WA Composite Edge Fiberglass Double Door with or without Sidelites (Irrewirg/OumWng; )O(or OXXO configurations) 13 m. Theme-Tru Flber-Classic ark Smooth-Sar Nomin2l6&#3s6 8quorImpactilquot, Opaque 121312022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door With 8quot,Norl-tmpect&quot Sdelde(s) linswing/Oufawing; X0, OX or OXO confgurations) 14 n. Therma-Tru Rber.Clcessic and Smooth -Ste, Nominal6&*39;s 8gtatimpsd&quct Opaque 12r3112022 Yes Yes Yes WA Composite Edge Flbergless Dou ble Door vAh 8quotNon-Impad&quot: Sideliles(I ri- g/Oumwing; OXXO configuration) 15 o. Therma-Tru FDa-Classic and Smooth -Star Nominal fl #*0 oguodmpact&quak Opaque 12r31 r2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door Wth &quotrdon-Impacl8quot Sidelde(s) (InmWoutswing; XO, OX or OXO configurations) 16 p. Themns.Tru Rber-Classic and EnmothSter Nominal 8&73g;o&quo[,Impact&quot Opaque 12131)2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door lnrh "Nmr-Imped&quot Sidelites (I nsW ng/Oute a ng; OXXO configuration) 17 q. Therm-Tru Fher-Classic and Smooth -Star Nominal 8&a39;8 diquck Non-Imr ad&quot Opaque 121311= Yea Yea No WA Composite Edge Fiberglass Single Door 0-sing/Outswing; X confgura ion) 18 r Thermre-Tru Fiber -Classic and SYroothStar Nominal WN.8 SquoLNon-Imps tNucat, Opaque 12/3172022 Yea Yes No WA Campasite Edge Fiberglass Single Door with Sldeite(s) (ImvAnglOUlsWng; XO, OX a OXO configurations) 19 s. Therma-Tru Fiber -Classic and Smooth•Star Nominal 6'8&quotNon-Impact&quot Opaque 12/31/2022 Yes Yes No NIA Composite Edge Fiberglass Double Door Wm or without Skleiaes (Inswlrg/OutsWng, XX or OXXO configurabons) 20 t Thenna-Tru Fiixr-Oassic and Smooth -Star Nominal 8&#39:0 &quot.Non-Impect&quot Opaque 12/3112022 Yes Yes No WA Composite Edge Fiberglass Single Door (1-Ang/Outswing; X configuration) 21 u.Therms-Tru Fiber -Classic and Smooth -Star Mammal 8&#391,09quotNon-Impact&quct Opaque 12131 r2022 Yes Yes No WA Composite Edge Fiberglass Single Door with Soolte(s) (IMwngrOutswing: XO, OX or OXO configufations) 22 v.Tharma-Tru Fiber-Oaseicand Snwoth-gar NaminglSUM;C&quotNon-Imped&quoF,Opaque 1213112022 Yea Yes No N/A Composite Edge Fiberglass DoubleOoor Wthor Without SMelitas (InvmngrOutsWing; )OF or OXXO wnfiguraations) 23 w ThermsTna Fiber -Classic and Smooth -Star Nominal e'8 &quotNer-Impact&quot Glazed 12r3112022 Yes Yes No WA Composite Edge Fiberglass Single Door one rOlOutawelg, Xconfigurabon) 24 aL Themaa-Tru Fiber -Classic and Smooth -Star Nominal 8&439,.8 BquotNonlmpact6quot Glazed 12131r2022 Yes Yes No WA Composite Edge Fiberglass Single Door Wth sidelte(s) onswng/Out wrig. XO, OXor OXO configurations) 25 y. Thermili Flber-Oasalc and Smooth -Star NOmmaN 8'88quot;rJaFlmpad&quot Glued 1213lr2022 Yes Yes No WA Composite Edge Fiberglass Double Door Win or Without Sidelltea (IraWrg1OutsMr g; XX or OXXO configurations) 26 z. Thermo Tru Flber-Oassic and Smooth -Star Nominal a&439;0 &quotNon.Impad" Glazed 121312022 Yes Yes No N/A Composite Edge Rbersass Single Door (Inswng/Outsxig; Xcordigurstion) 27 za. Therms-Tru Fiber-Claseic and Smooth -Star Nominal 88.g39;0&quotNon- ImpadAquot Glazed 1213112022 Yes Yea No WA Composite Edge Fiberglass Single Door with S cIelte(s) 0- iglO ut w ng; XO, OX or OXO configurations) 28 zb. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&439;08quotNon-Irrpact&quot, Glued 12r31/2022 Yes Yes No WA Composite Edge Fiberglass Double Door Win or Without Stlelites (InsmrgIOubsmng; X)(a OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 of 2 15=21 .. 06 Enlly or RAt Ells Dale Penis 2at ZUNI y,,(ga .ate cadlard End-,L Lima, validate I" yatltliea subsided C Aroval Fill i!Y !]� status ReNsi n 2020 fillyI W��r�i�dd�ws and Doors Seth &Artie, Lui. Rdberto Lams Or-. M Undl. PE 10A82020 10 2020 lon92020 12n5.R020 Ppprwed Ca(@pdy: Extends Doors, (717)385.33DO PE-02514 f71T)317-8454 3WCatead7• Siding Extend, Door Assemblies bsrbklgvarnlrvd.can Carlpitance Mamtkc Evaluation Report tan a Florida Registered Anchored or a Uea sed Florxla EW032A11famiudr Professional Engineer Itga woduei Model. Ittmr ba Name Product Daealot6on dilates Assurrsse Acermilra Uss Approved 1, Kv"Z out"HVN2 for Use IMRW IlesMarst [10111011 Pnseura 1 SERIEB 420ALUMINUM SGD SERIES 420 ALUMINUM SOD OXO 12012024 No Yes No WA 14& 3M&qud:x&oItqud: NON -REINFORCED 2 SERIES 420 ALUMINUM SGO SERIES 420ALUMINULI $OD OX XO, XX 12GInC24 No Yes No NIA 968gudp,801quot, NON -REINFORCED 3 SERIES 420ALUMINUM SGO REINFORCED SERIES 42' ALUMINUM 5GO REINFORCED OXO 12/312024 No Yes No WA 145.3/4&quaa066goa: 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX IW112024 No Yes No WA XO. XX98&quot:xW.qud. 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420ALUMINVM SOD REINFORCEDXKX 12731121724 No Yes No WA 14Wgaa;x98&qud, Florida Department of Buslness & Professional Regulation Building Codes and Standards Product Approval Application Detall Pag.1 or2 IP=l _ -, __.. t _ Sorb Brim.gL 2" 2111111 Diatilixissallno cosy mm Version Marlufasturr ConradEnNiear 8 UnMe VtlMred Bu VrldatM Sultinn)gqa FSC Approval d and Revision 2020 Wayno-tlatm, a dvidedn or 0.0,..d Door pwayna KVNsh Jahn e. Beatles JeRmy P. Am-, P.E. 1Dr1212020 09292020 10rM020 12/itiM20 Appr"d Corporation (330)763-8121 PE-51737 (904)821-5200 Category. Extrlar Dpprs dkanlstaNayn"Iten c aubCousary. Sa.U-.1 Extenor Door Aaserrlblles Om Compliance MMbpp: Evaluation Report from a Floods Registered Architect or a Ucrosed Fields Protessloru Engineer ftoducts aw t Product Model. Number or Name Product Descnenal ggyb,A,- contract Expiration pie Appravad for the Adsraved In HVHZ for Uae $ tside limpect 6 919911 PtogLt 3 60DMl DCMZO) #1105 9411139; Ms. wkb, 14' Max helpht. Glazing 12/312023 No Yes Yes -31.001-35.00 &"liable in top or intermediate sedbn 10 WWAIM1120001123 188039; Mac Yidb1. 14W9; Max hoot. GlurIg 12131=3 No Y.. Yes -30,00,L33.50 avellablt in tap or IntennWisto siscton. 11 80OM10OM200#1124 16M9: Max width. 14W9; Max hoot Gaping 12/3/2023 No Yes Yes .34.401-36,30 sealable In top or Wtemad W e section. .Q96 mm verses Manufacturer R-ston 2020 Curies ONIslon of AADG. 1. Category: Extener Dome asAgtegory: Extorter Door Components compliance Method Certification Meek or Listing FL011537.111 Produces af�d waded Made.wmbr or Mama 1 607, 707, T27, 747, 751. 777, and 847 Single and Peke of D- Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail entity or - Conrad EnorMeraLemrze Tan Raley UL LLC (5411 494.2012 Tcm.ranevill aabloy.co Pradxt Descrldedn MO. 134wad. and Louvered single and pears of h.11-metal doss. Papa I di 1152021 Plat 20 Due Pectins D" yadl�as yy111111.81 rSbfttd F&C AmmM AQara1m9 a tin Troy Bishop. P.E. 12r102020 12/012020 12212020 Approved (954)947-0880 Quathv Ass enter Amrovedfa Use Approved for On asimitt PSG 120 , HvMZ pulsed, HVHZ R.W t nt PD;wa 1 M112M Yes Yin Yes NIA Florida Department of Business & Professional Regulation Page / of 2 Building Codes and Standards 5 VZI Product Approval Application Detail Cade ftft or Date per, patio Pairing pd, lypa VM- Menuhcturer contact Eranear&L,-a validatedler yau�g 5!& ESCA-mwa star- R.Us. 2020 MI Undoes and Dons Brent ORlingar American Architectural Stevan M Urlch. PE 11r1?2D20 11117/2020 W2712020 Approved earegdry: Windows (717)365-330a wrufactaers MsodeuM (717) 317 0454 aunCategory: single Hung bstlnWQrrawd.com Conspllwtee MMhod: Cenncebon Mork or Listing a ! Amraved for Use Aawalred for rise Imo. � > Pratluct Mo6L gmlr tH won. wader UMaertppon Caerad EYtlntlon Use th IiNlj oulalae HVHz RearstaritI+ 2 185 SH 52x72 FiNFlenge Frame IGISG Shgb Hang 10N82023 No Yes No .6N-60 Laminsled Glass �.r Qi Cn -Cu Q O 2 Ca -a CL O C O Q i. N C O U_ 0 .� Cn .0 ai � L_ 0 .6_0 C O ca- ._ W Q Z Z W J a'r7 N 0 N c" o � m O LL G W i L cc t' C N C 1.1.. O. CV s d O r C'V � did 67 3 `- a. - U fit tj � � v � E �o aU E z C__ co O CL L' U O W L) M W =:3 d F- O f� W W Z Z Z Q J SHEET NO. PA 1.0. _11 1 1 till 1 Jill 111' 1 II' I 11 I, IIIII111111, 1 I � tit l.lj i r ,l -�I ' II f � lIE'flll lg h l� - 1 l IF 11 11 1 - -- - 1 1 1 it �a C/) UFlorida Department of Business & Professional Regulation Papa 6 .19 Florida Department of Business & Professional Regulation Page t at Florida Department of Business & Professional Regulation Pape, lot Florida Department at Business & Professional Regulation Pape 1 orz Building Codes and Standards 1251 Building Codes aril Standards +s p22, Building Codes and Standards + Bulking Codes and Standards rs 2or 6--0 O Product Approval Application Data If Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail V/ Q C 0 - - _ Cc �_ im �e Version Menufecturer E,�ior Conrad Epofnetc&Lie:ente Vslldeted By R0, Valuated f211 Submitted Data Pendira F8C Approval Jig Approved limma � fnfithe S SiEa Rea. 18h 5491 En*v of lgla die on#Pawlnc Da S9,92 � VMfI- Ili amM sir � EndrharaLkaehaa vaadeal ib mt Bffi! Date Pendlna FltC amrow g$ )htgtm $ Alehouse •711 Steve Jaaperson Lyndon F. Schmidt, P. E Ryan J. King; P.E. t0A7J2021 OB11812021 1Q'13J2021 12I152021 Approved ])dot Version Mmueemrr Cohan armMw A UerNe VNNaed By VM1dMM Il�Mtd F11C Approval App[gytl Sam mm Version contact Endnar&IJaaaa mdalim.18L VWkid d gym FBC Approval Ancoyal Allah a4bffiM V � 4— V / Revision 2020 Thermo -Tau Corporation Category. Exterior Doors (800)843.7628 PE-434iJ9 (813)787$555 ARtretgn 2020 PGTlndudres Jena RoalrrW MamHOede nCCO-CER MhmFOad BCCO•YAl 11.D52020 i1N5f1020 11/1/2020 Approved Revision 202o MI WInOow and Doan Brent Stinger Amenan Arch deaued Steven Vllrloh, PE 16992020 i00fi2020 10n9r10p Approved Revisim 2020 MI Wlndars snd Dons Cate0pry ld/Ndaus Brant9tingr Amenwn Archt�ural Seen M. union. me c717)385-3WC Menutacturrs Acsaclation (717)3/7-9154 11222020 1122120m 112H4g20 Approved js,t subCa Wrf. aWrVi rig F-xtKw Door Assemblies e)aspef cruCthemlatru.oc Category: Wlndaes (941) 488-0100 (786) 315.2590 Catepdy: Windows (717) 365a300 Mienuischmws Assuck6on (71T) 317-8454 o,y. Rtad "Wester. osmnyeramiW.cam � � " ♦ V (n Compliance Method; E-valuatpn Report horn a m ed)Cdapar: Snpe Hung 1r0aoweN@pPIrklWleNC "Catopory: Horizontal allow 6MM9oramMd.oan Ceanplhnn Maginot Grlifpdia, Ltdc r Lebhg V Florida Registerod Arehiedt are Licensed Florida Compliance Method: Car C"m Made W using an Complianw klalhoeb Crat ter Valk Or Uemg O O Professional Engineer FLftN4lb ProeWea risag vi agam W FLAINW1+143. foraillactir 0,,Iuv A,— Approved for- Use Approved frthe amp. pool- 91Y!lBLAmLt[ea]ct AnxwdforUse Approved for Ufa IWQMt 061101 91htI0LAtelireDra Aeprawdfrue• ag)am3d",(Ma ^ Q a 0 Z DuatiLy Asrumnee ADarovedfariris Approyed6or Use � Design law" Product ModoL Number or Nane a,HYYHZ outside NV112 J j jaQg Frmuea Mae.. rapperrNair pop 1� sag" 1� .Imp Product Model. rambor or Name $9{�[, g contract Expiration Dap In,KV Z oulsMM JAW &4f1ltatuY l�ti ate. 0 Sey Product Morel. Number or Name Product Description Contract Expiration Date In HVHZ Outside MVHZ (ttazktant Pressure 2 allSW (Large cola. "pool Vinyl angle 1-ung Wtnmv 07r30/2025 You Yes Yes WA i HS 18a Fln end Flares frxne 73h921 nwleted doss 02/182024 No Yes No ✓550-55 1 185 PW 73 x 721nWded G(ess 04,001 No Yes No •e0J-60 � O }s CIO 1 a Therm l-Tru Fiber -Classic and Smooth -tier Nominal SIWI iliguo0on-InpaaBquaK Opaque 12/31/2022 No Yes fib WA 4_ 0 Composite Edge Fiberglass Single Door (InavinyOualuvinq; X configuration) E 2 Tau b. Thearti Fiber -Classic and Smooth -Star Nominal 68131 equokNon-Inpact" Opaque 12J31/2022 No Yes No WA .� ^' 0 V/ Composite Edge Fiberglass Single Door with dL Q Sidetite(s) 0navinglOuteaing; XO, OX a OXO N 0 .,figurations) `�— 3 c Therms -Tau FDer-Closslc and Smooth-Shr Nominal6&A39; 8. 8quot;Non-Impadayu0t Opaque 12f31/2022 FibergNss Composite Edge Double Door WM a No Yes N. NJA ^^ ' ^ without SxWites (I n gmfVlOutwa ng; XXw OXXO configurations) 4 d. TwnTrSTnl Fiber-Ce6sic and Should -Star Nominal 7&M.0 Bquok Non-Impact&quot Opaque 12131/20T2 No Yes No WA Composite Edge FIbergeas Single Door (Inshing/Ougho'I X comiguratbn) 5 a Therma-Tru Flyer -Classic and Smooth -Star Nominal 781 dquot Non-Irrlpsct8quct Opaque 120112M No Yes No WA Composite Edge Fiberglass Single Door with Siddne(s) Unswkngi0etewing; XO. OX Or OXO 6 1. Therma-Tru Fiber -Classic end Smooth -Star oorfguratons) Nominal e'08quotNorl-ImPad&qucC Opaque 12/312022 No Yes NO N/A Florida Department of Business & Professional Regulation Pepe, d, Florida Department of Business & Professional Regulation Page I lot Florida Department of Business & Professional Regulation Page, it rM Composite Edge Flbnl" Single Door Building Codes and Standards 14=1 Building Codes and Standards rrxmzt Building Codes and Standards tArm2t orrowing!OWswng; Xconfigulazon) 7 it. Themes-Tru Fibr-Classic and Smooth -Star Nominal 8&#%;0&euokNon-Impad&gtaot, Opaque 123112022 Nb Yes NO NIA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Composite Edge Fiberglass Single Door with Sidelhe(c) (InawirglOutm4ing; XO, OX or OXOmills 11 MINIM 11111111111 contiquratlone) 8 h. Therms -Tau Fiber -Classic, and Smooth -Star Nlonrcd 88#39;0 &quatNon-Impad8qulot Opaque 1231/2022 No Yes No NIA - Composite Edge Fiberglass Double Dow kkim orgetyHh" S� 2El iris Sell Ent{Y.9t Date MEd) � E'MIOtJi[ sate ! 17ae Sk elaas (Ihewing/OUtPMng; XX or OXXO It'3Z Vtgalgn Mondaewrw iffi ErmMsw 8lipereme Validated av Submitted A,,m ardt yin, g)aapgmt FSC Acpmrd Amtp)3ml gitlpa IYpa Version Manufacturer Endn.er& Lhwra araadted sir b,,t FSC09,lan Ye1dIAeE g Fac Approval APJ;rsstE gJ81m jkga y rs(� egneifaeturr Esakhsw a Uaeneeydlrhesd lA! Submitted Yrll�h4 g F&CAppheyd App[axd giaga 9 L Therma-Tru Fiber -Classic and Smooth-Ror wnfigurations) Nominal 6&#3 &gvotNon-Impadquot Glazed 12,01 Y1071 No Yes No NIA AVWMW 2020 PGT Industries Jana Paso,Od MamFDIntle 9CCO-CER Mami.Dade aCCO-VAL 1113512020 1102020 11M1i2020 Approved Revision 2020 Mt Windows and Doss arantatInger Lots RLams, PE Steven V(Meh. PER 10/081 10/06=0 1011WI120 12/152020 Approved ARametial 2120 PGTlnductrles Jens RosowW W.,,CDede6CCO.CER Mhm-Dade BCCO-VAL 11r052020 11A)rr2020 11111/2020 Approved Composite Edge Fiberglass Single Door ceagy: aWho—. (941)486-0100 (786)315-2590 Celaearr Wind— (717)365-3300 PE-62014 (717)317-8454 Category: Wndows (941)486-0100 (786)315.2590 a navvinplOuevving; X cxlnhguration) eubCathili . FW d Irosoa4'ekl@ponalsblesa &A Cetagpry: Wuars belNbgerernaud.aem Bu6CdalFry: Munr9 Ircoa idep9dr4 smes.c 10 J. Therms-Tru Fiber -Classic and Smooth -Star Nominal %#39;88quo1I;Non4mpaCt5quat; Glazed 12f3112022 N0 Yes No N1A Compliance, losided: Coruscation Mao atAong Om Complen4e Method Evaluation Report tan a Corronianu Method: CwWcaOr Mark Or Uding an Composite Edge Fiberglass Single Door wWh Florid Registeredik Ardm9ect or. Licensed Florida Sldelfte(s) (InsWrmg/Outs wtng; XO, OX a OXO pl/i4341z1 L>tsiuhaa � .anent Engner ILaQM-R13rRgr�a configumbons) Ck Wk, Aareanee Amravld ter the Apprpwd for Use > Approved fa the pwdfa D»ahead gawm �` 11 k Therma-Tru Fiber -Classic and Smoole-Star Nominal 88#39:88quotNon-Impea8qucq Glued 12J3l r= No Yes No WA saga jRadret Nadel Nrmbw a Nam. r Cowed tdmlrilan Ode In HVHZ outside HVHZ gaaiggpi le —re o e' a`a".ra'ed"i° $pap Name Product Modal, Number or N Product Description y, „� am In NYHZ outtlr4 NYNz pressure Composite Edge Fiberglass Double Dow vAth or hero without SIdeIMaS (Inawing/17uraMng; XX or OXXO 5 P%5520(Large Missile Impact %Arp/ F1sed Wndow 04=2023 Yea Yes Yes N/A Quality Assurance Ampvadfr U» Approved faruse imbd Resistant 229M 1 Muams to All Doom and Winches Aluminum William OS/2*/2028 Yes Yes Yes WA 12 L Therms-Tru Fiber -Classic and Smooth -Star configurapons) Nominal 7'0 8quotNon-Impact8qucr: Glazed 12/312022 No Yea No NA ;imp 2 PraludMom .temkrrlbrna 57& ggmay,) p Srr utim.�te Vortical tiuminum Mullen 121312024 In HVHZ i No Vet Yee PtaeMus WA Compooite Edge Fiberglass Single Door 13 m. Thernn-Tru Fiber.Clasaic and.Smooth-Star (hMwtnyOutsvlyq; X confguration) Nominal 7'O&quothlon-Impocaquot. Glazed 1231 Nb Yes No NIA Composite Edge Fiberglass Single Door wit Sidelite(s) (lnsw astOuts wing; )M, OX Or OXO configurations) 14 n. Therms.7ru Fiber-CMwte and Smooth -Star Nomml a&#3g;0&quotNoh-Im;xkt% mt Glazed 12311,2022 N. Yes No NIA Composite Edge Flbergess Single Door onslMngfOutsvmg; X Configuration) 15 o. ThemaI Fiber-Cl"ic and Smooth -Sher Nominal 88039;0 &quotNan-Impaa&qualt Glazed 1231J2022 NO Yes No N/A Composite Edge Fiberglass Sing le Door with OnsMrtg/ONawing: XO, Dx «oxo Florida Department of Business & Professional Regulation ►aye l art Florida Department or Business & Professional Regulation PAm z dz Florida Department of Business & Professional Regulation Page 1 er2 18 p. Therma•Tm Fiber -Classic and StTpoM•Ster configurations) ConBinal 5&na) hloninal'8'08quptNon-Impact&quot Glazed 123112022 No Yes No NfA Building Codes arid Standards 1rd2021 Building Codes and Standards 100r<gz1 Building Corers and Standards Laf2g21 Composite Edge Fiberglass Double Dow With or Without ildelites (Insvving/Outswing; XX of OXXO Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 17 q. Thar -Tau Fiber-Ckssab and Smooth -Sur confi9urartions) Nominal 6111,0039:88quoth oo-lmpad8qudt Opaque 1231/2022 NO Yes No NIA MIN 11 Composite Edge Fiberglass Single Door with Transom(InavwngJOlAswing; DIX configuration) - 16 r. Thermal-Tru FiberClessicard Smooth -Star Nominal 6'8"Non-Impacffiquct Opaque 12312022 Kb Yes No NA S Irmlar Rine Pal fampmdm ➢ 2 S49t FdISL41 29A J2hes lam gib Qaa Atill 119, Issmand 20 Composite Edge Fiberglas Single Door witty lY� YN}Ipa EndrrrA License Yaedred av FaC Approval Yimt� )50 �'� a1Wli lea Version Manufacturer Sod" y�g,g,J,ig� Validated .S, kdww aN� FBC Appmvd A elate MM 7�gn contact Elbner A Ucmwywlmted sir ffi FtlC AGQIgYm item Sclerosis) and Transom(Irrxing/Cursving O/XO; C/OX or OIOXO configurations) Revision 2020 Jews Heidi* Bulking Products. Ins, Chad Dlwaks V. AOd".. Ton John e0u1thard, P.E. 01a052021 12/142020 0110872021 cone FBC Appn Re`idpn 2020 Mt& Nick Thompson Lyndon F. Schmkt, P.E Ryan J, King: P.E. 021512021 02n52021 01 04113/2921 Approved Reunion 2020 GAF Alhned Bean Robert Naminen John W. Knezevloh, PE DWI 092712020 104)22020 12/15I2020 Approved 19 a. Thermo -Tor FberClassic and Smooth -Star Nominal SUsIgB Bquothlon-Impaet8quot Opaque 12131/2022 No Yes No WA Carew. Panel Wp9. (9091545-8359 PE-81602 I362)387-2529 cmaeory. Panel walk t330)922,2369 PE-43409 (813) 767s555 Cd gcW. Raring (800)706-3411 PE-59166 (954) 772-6224 Composite Edge Fiberglass Single Dow with SulbCaopory: Siang ch.d.dbrdrsoamhahrd ehbcdegaar: Some. nthempean(eaalside.aan OulaC.tasoK Aldhet chine!. mstkh@paf.00m mi Sldslie(s) (Inswing+0utavring XO, OX or OXO Compliance Method Evaluation Report tan a ..cam Compllanu Soared: evaluation Report from a Compliance Mdhod: Evaluation Report from. Continuous Head and SIII conhgurabons) Florio Registered Arspihxi or. Ucaned Florida Flodds Registered Architect era Licensed Flodds Flolda Registered Architect Or a Licensed Fladda 20 t Thenma-Tru Fiber -Classic and Snwotl Smr Nominal 1880391 SquI NI mgactisquot Opaque 1213112D22 NO Yes No NJA Prdassland Enginer, For ..wnel Entines, Prda oonal Engneer Composite Edge Fiberglass Single Dow with Sidelite(s) 0naWng/Ouewing; XO, OX a OXO Ftalatirl.RePreduda Continuous Head and Sill mnhgurstlons) cularty Assurance Approvedfor We AncrovW for Use kEmg codwh Duality, A,-- Approved fee Use Approved far Use lateal 22ft CkW&Aaetamt Approved for Use AveravW for Use eppixt !fin 21 u. Theron-Tru Fiber-CMcsio and Srcgoth-Star Nominal to Glazed 1231/2022 No Yes No WA aw # hoduct Mode. tambr w 16ima J'1991gL p IgllYtliis out" RIAU Pm er law a Product Nodal. vomiter r Memo Product Description Contrad Omtrmlat Dd• in NVH7: dtdda HVHZ Rat Pr+saur Aago Prpdsrol NodN. Nmmrr a Name j(od.d bs¢riotlon in HVHZ italic HVHZ a �• ibe rglass Single DOWot Composite Edge Fiberglass SttO, Ooar tvah edge SfdaMB(e) pnstliinglOuevAng; XO, DX a OXO 1 Camplenk Led Sidng Stier-ttmen( In sifn 120W023 D 9 Yes Yea NIA WA 1 a, s a2T W 8qu0t 9ota Vent a Silt YYryI eta 12312023 NO YN No WA 1 GAF Asphalt Rod Shi ogles Flbwpla» rintaoal 3Hab, nominated, SHeh antl 17J762022 Nb Yes N/A NJA Continuous Flood and Sill configurations) 2 Hwdl.Plnnk L.D Shcng fiber-aertknr IaD skpng 12J312023 Yea Yes NIA WA 2 o aquotANlknro T48qud: sell" Vee r.did V" So M 1213711023 NO Yes No WA hlpoWge asphalt shloples 22 v. Them.-Tru Fdxr•Clessic and Srrwoh-Star Nominal sedf39:08q(s*Nan•InWct8quot Glued 1213112022 No Yes No WA 3 c. dwd:GresoOrW vtntise Scordedalr :3da Vent Or Solid VW Sofa 12131=3 No yes No WA � Composite Edge Fiberglass Single Door with 4 d. Aqud:D5&w 1, SdM Vent or Sold VYryl fiat 12131=23 No Yea No WA 4L'aral Scholle(s) (Inavving/Oue1MNg; XO, OX or OXO 5 e. Aquet Chatar Dak&qud; 8dM Vm r Sold Will Bit i W312M3 No Ye. he NJA Continuous Head and ail w figumbr ) 6 f 8quo;8upw Span&qud; So" Vant or Will Soft 12/312023 No Yes No N/A Call • 23 w. Therm*-Tru Fiber -Classic and Smooth -Star Nominal BBrr39mp ;B rquotNon-Iao*uot Opaque 1231/2022 No Yes No NIA O Composite Edge Flirting 6 s Door Panels v4tih Vented ® 'D !•' Slddiii 0mawing/Ovtawig; M XXX or XXXX a1 'C 24 x Therrtn-Tru Fiber-Ciassie and Smooth -Star oonhyurations) Nominal OW -III &quogNo t-InpadBquot Opaque 123112D22 No Yes No WA (� � W o C Composite Edge Fiberglass Door Panels with Vented u a t� a"l e(a) OnsrAngiOutswirg XX XXX w)0W LI C.5 25 y. ihermm Tru Fber-Classloand Smeoth4kor oonflgurationa) Nominal 68#39;88gsice; Non-Impad8qu0t Glazed ,2l31/2022 No Yes No NIA In N m eC Composite Edge Fiberglass Door Panels whit VentedTG LL Sidelie(s) 0nevongrOutewing; XX XXX a X)00( Florida Departnant of Business & Professional Regulation Page 1 all Florida Department of Business & Professional Regulation page t all Florida Department of Business & Professional Regulation Paget all era p 4 confgrurations) Building Codes and Standards 1021 Building Codes and Standards td1/2021 Building Codes and Standards +5/2p21 iV s 'oIII 26 z Therms Tru F berClassic and Smooth -Star Nominal 88�:0&quct Non-Irrip*d&quot Glazed 1231/2022 Composite Edge Fiberg Was Door Pawls vAM Vented Sd&%Ks) 0nswingtOulswng; XX XXX or XXXX No Yes NO WA Product Approval Application Detail Product Approval Application Detail PP PPi Product A I A hcatlon Data Approval Application CI °% Qa Y caHiguratbns) CI - 27 za. Therms-Tru Fiber -Classic and Smooth -Star Nominal 68dr39:88quxt;Non-IrtpactBquot Glazed 12/3112022 No Yes No NIA '-' C Composite Edge Fiberglass Single Door with 38A39,0IN 1 0 .'=... Q 5deite(s) 0nswinofOutswing; XO. OX a OXO Sis9e Entity r glut 20 Date Pend- 29, £49! IIrM> a ➢Mt But One Ihadnp Do EWWy Or an pat 1r.,trtPondGa 292 V 39 m 26 zb. 7herme-Tru Flber•CJassNc and Smooth -Star confguralpn*) Nominal 6b88quotNon•Irtped&yule Glazed 17J31/2022 No Yes No WA Type Vedpa S1TMecL Endnsr&Uvrera Vjjdehdar YaatlMrlE g FBC Jlmmrd AppfiiMg ,ASK IYpe � 1�a9t pndn.r&Lkrna yaegyp,sy, Yallalsd ; F&CAmmvd ApgroYll it" 1� vwaat Manufeeturer eared tahaehw&Ucaha• urNrw av vmdded auemllted PIU ArKkrovel - &tics 3 d d or Composite Edge Fiberglass Double Door wish Posit log g Re+Adam 2020 iAMKO Building PruxMda LLC Kwd Ede Robert Niadrkn John W. KnezeWal, PE 101042a20 09I292ow 10n2202o 12m6120Z0 Approved RMsion 202o L.V. Thttmparn, Inc. loUa Thompson NdlneoMel Tony tXhnwrmen taahry R. Peed Seven M. lAldt. PE 09117207I7 OB'162020 09272020 12152020 MPrwad Reudprm 2020 Flyde Metal f>lod4da Inc. Clark Jane. James L. Backe. P.E@ Savor M. Urkh, PE 0927r202o 0925202a 10ANZa20 1211rY202o Approved N 3*d3 Sidelitea(InawinglOuewing; 01 Category: Floating (417)624-6544 PE-52186 (954)772.6224 Melds ComVmy(TAMCOJ (613)24a-3436 PE-74021 I(117)317-9454 Catsgay: pooling (9O4)783-WO CBUCK Engineering (717)3/7-8454 d C p confi iurabon) Glazed 13112022 No Pees No NJA subcategory: UMed.ymdds kerrt_edan@tareo.mn Cwogay: Ro>ng Imyapomebtodn9.cam62 9ubCdapa that are an hg8y rmtaaanw.can P63124z •4r7 29 zc. Thera-Tru Fiber -Classic and Smooth -Star Nominal 8&MI) &aKR Non-Impad&quot 2 Cop imm Maltod Evaluation Report from a aubCMepory: Rootny Accessories mat are an Integral Fanelli. ROWng System a li. R t.» Composite Edge Fiberglass Single Door with 38#30;D STdelite(s) 0newinglDuevAng; XO, DX a OXO Florida R Registered Architect or a Licensed Fords Integral pan dthe Rppa Routine System Report toil Conplianco Meod: Evdustion Report them a Method; Fiords Registered Archmet Uw%d Hands C confYfJuratOna) Proe»lend Engineer Cd/lpllates Meted Evaluation a FlpOd Registered Architect ora Licrrsed Florida r a Prole sknel Enelner o 30 zd. Themna-Tru Fiber-Claamc and Smooth -Star NanneJ 8& Cilquothlon-ImpapBquot Glazed 12131/2022 N O Yes No NIA Prdeseand C-lnptheer V Fiberglass Edge erglaes Double paw with ptaf23z&af Products� 33a69;0 Stashes(InavAng/OutoWng; OXXO Cosafth,•A—,— Approvadforthe AUZ&Zkdfaua xwwa Qapy FLMM94t2Produ [ 31 ze. Therms-Tro Fiber-Cle suc and SmoothZ"I ctnfigutotion) Nominal 7&#89,0 &quothlon-Impaa&quct; Shelter 1231r= N O Yes Pic N/A imi product Maid. Number wName sipped n Oulydd NVHZ 1, HVIHi R,,Iu t Pro—, Quality Assurance App nakedforUse Approved for Use 1B1Wg1 Q4F1iD attlt8 Prmfud Norm Nmhr a wma $e>Ylct DescriptioncmeranEmhmnera Approved for lam Approved fa Use ania S� uhHVNZ 4sEMEa,Ii)itlL B PrseMlde Sties Composite Edge Glazed Fiberglass Single 1 TAMKO Rod Undemymeds (HVHZ) Recfundenaymonhfor u.ain FBC HVHZ 08/292023 Yes No NIA WA Sept p la.dlglL $I{Mtll.�Ifi glWled P.—as 3-ftAMC0 bglia:RV lO RIeya Ved&qud; Aluminum RNps eVtYCNe fa pndtedrooM febncatetl 12I312024 Nb Yes No WA Door vAnl a Wthout 1&#3B:2 Sidelite(a) Iwlsdows. 1 TAMCO Flat Top On•Podge Vat plat Me,a The 29 its. datic roofverdktr roan battle OBr082t26 Yes Yes N/A WA from 0.025' Aluminum (hawing/Outexing; K OX XO or OXO configurations) 2 TAMKO Rod Undemymenh(NONJi1raQ) Rootunrbdaymanlsfr... I FBC non44VLR 062912023 No Yes NIA WA 2 TAMCOOooaenock Yen 26 ga. 09y0B202e No Yes N/A e0f52.5 )hmsdah0rn. 3 TAMCO OR-Rialge Red Van( �Ht Bath 26 ga. static rodvwttlatr wish Integrated baffle 09POB2028 Yes Yes NIA WA 4 TAMCO Round Top Off -Rage Vent whin Baffle fa Tile 26 ga. staac roefverdater Mill DeMa 090082026 Yes Yes NIA WA Florida Department of Business & Professional Regulation Paw f at Florida Department of Business & Professional Regulation PI ar3 Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business and Professional Regulation Building Codes and Standards 9 a2, Building Codes and Standards 117=1 Building Codes and Standards 125022 Building Codes and Standards 3115/2022 Product Approval Application Detail Product Approval Application Detail Product Approval AppikatlOn DBEaII Product Approval Application Detail It ligl! mm yip ) Qaaapa rssaners Ucaae Vatll�c 20 mil! D&Pmdm Bee k000d g(p yag fnc Apcmvr Aga ,d agog TYBe Version Manufacturer £�es3 Erhpkhewa ucwae Validated live Safe 21a ! V))i(� gp�g FBC Approval no App@3Ml isaBE canto T_ Version menu Eftrft or Contact Shalimar License Validated By Date Deft Do* Dine PeMhno OM ValidatedSubmittedFBC Approval Approved Mom FL#6259-R31 m a on 2020 Revision Lmranca KaMm Jeuq James L Budmr. P.E. Steven N tech, PE 1123202/1 t 123rm lir,'0020 dine FBC Appr R#14— 2020 serai Roping Andean Rot* LkcW Urhnn EvaluationGryw, Walker t WI1 iW=20 11IDSM20 Approved Revision 2DM Global Protection Products, LLC Tim Robinson Walter A Tint Jr., P.E. John W. KneMvicn, PE DWI 0.WOBJ2G20 7g 01f2020 215 2120 Approved Code its[ EStatus Cmagmy. Roping (501)" 163 PE-31242 (717) 317d454 Calepay: Roping (801) 380.6091 Service LLC (205) 854.01160 Category: Shutters (954) 81201 PE-44167 (954) 772-6224 Version Manufacturer Canto Gt VBlideted Engineer By 9 i401d1Dg. ARQLQYSl1 Approved SubCategurr. pectin Accessories that re an Integral Pan Reding System kldley@lO MW corn ory: inbCe*gR.A.9Tlha Rab nAndersanQtrap.ca m Subcategory Shan Panel. Compliance Method: Evaluation Report from timrobinsonQgpperd.com RE Revision 2020 POLYGLASS USA Maurylliplifirt, License John 10t28/202010QW2020FBC 12115l2020 ofthe Compliance Method: E.WuiflonReport from a Compllonu Meer: Evaluation Repot from a productEvdw6nnFs8ly Florida Registered Architect waLicensed Florida Category: Roofing S954233133OSmalpert@poiyglass.com Robert Nieminen Knezelvieh,PE AMMYsit Florida Registered Architect oraLicensed Florida Professional Engineer Subcategory: PE-59188 (954) 772-8224 11/01/2020 Professional Engine` Eft Assurance th51ad At Mfar the Approval fa Use Design PLAI- 744M Prodaeta Undo iaymeMs #=41B.. PnWuok Pred d MmeL parer r Meta rduv irk a)11IYN2 outside I� St�iB Prep [ Quality Assurance Approved for Doe Approved nor Ilse Impact illillaD Compliance Method: OuanvAawraoce ArMtDwdforUse Approved forUtl Impact gOM is berry- Take,6ae,CountryBola wtoldEngli.h FlatRdlk-Da ICC 12/312020 No Yea NJA WA 8-4 Product Modal. Number or Name ProductDmmrictlen contract Expiration E)ale InHVH2 OutsideHVH2 ReslataM Protectors Evaluation Report from gape ProAA1 redr Muter ,,N— agaiLQq door contains Espiiilpn109, D210K outside H1mi R,iu,, l Pressure Thatch & Ipad 1 20 Gage Galvanized Steel Storm PautelalHYHZ Corrugated Galvanized Steel Storm Panels retained 12J31I2022 Yes Yes Yes N/A a Florida Registered 9 1 Dack•Air" DA-4 rTR4Buiit Dedr-tin Dlab Las Plastic, Rod Vent 12/10f1025 No Vet tic +97.5J-g7.i 17 9eyrySM-&de.ShakeAmp:SoltShake Fie 12/312020 No Yes N/A WA or not trucks to provide huricaM protection. •�# Architect or a Licensed )mum, Attached to Meotenlahy Attached to Pywoatl Deck. 11 is Sarry 700-able, .a4k—lke p; Solt Shake 9exr 7C0-Shake, Sdebum ; Splik Shake Flat Profile - Slockto. 12131=0 Flet Praale-9kcklr, CA 123t202D No Yea No Yea NIA NIA WA WA 2 24 Gage Sttrel3lorm ParrelslNHVHZ g Cann at paled Galvanized Steel Panel rcOlmined 123112022 NO Yea Yes NIA /e\ Florida Professional 20 r p ran 770-9he rco are bump: Spit Shake Eapena rs,rulma Fiat FYdbe -meta, CA 12/41f1020 TX fLtow�•Prroat-Katy. NO Yea NJA WA or not by tracks t0 provide hurricane protection. � W Engineer 29 meile TX 122i3,=20 No ref NA NM flt4268401 Products 9ggJi(yrAeetdranes ARRr2kedlerUae )mg>� Dole+� a- A, Product Modal, NLrnow orName Product OesciirAlon comet Emlradon EIZK— Dot- Outside NYNZ Pressure 1 Polyglass Roof Undedayments Racing underlaymeris twirl= No Yes NIA +WA/-822.5 1 Polyglass Roof Underlaymelts (HVHZ) Poyglau roof undetlaymtnts for use In FSC42/2W= Yes No WA WA V HI jurisdictions. > 2 Polyglass Roof Undedaymerds (non-HVHZ) Polyglass roof untlMwite ts, for use in 12`2311 No FBCria" WZjutsdidos. Yes WA +NIAI-822,5 pa g Florida Department Regulation P 1 ore of Florida Department of PrOfeselOnal Regulation paw h f1 prida FloridaFlo Department of Business &Professional Regulation Page i d1 L_ 1 Polyglass Roof Underlayments (HVHZ) Polyglass rod undenaym ergs for use in FSC 171231= Yes No WA WA Building Codes and Standards 1252022 Building Codes and Standards 1,7= Building Codes end Standards 1171=1 HV14Z juradiall-L cl 2 Polyglass Roof Underia)Tnents (nwrt-HVFIZ) Polyglass rod undenaymehts, for use In 12723120Y3 No FeCnom-HVHZjurisdkUaM. Yes NIA +NIAI-M.G Product fOYMI Approval Application Detail Product Application Detail ProdudA Approval Application Detail r1 1 Polyglass Roof Underfaynn" (HVHZ) Polyglass rod underpayment', for use In 1`6012123r2023 Yes No WA WAIli - ll HVHZ judedidiores. O 2 Polyglass Roof UndeAayments (non-HVHZ) Pot glass rod undedayments, for use In 12I23(2023 No FBC nort-HVHZ ju ischatiors. Yes WA +WA/-822.5 TYPO Version Manufaelurer - Entity or penYaM Engineer & Uearess Validated BY 2WE ),gala Defire Pending 20 - Validated Submitted FBC Approval Approved status 926 jyoa Voregrh usaillsim Eltw Or Enalmor & License Validated ore j2rtt PNa RKtftaim kdgll d B&ARKRO pea AROM7M9 gluts zm Version -. Manufacturer aim Conrad validated ar Do am ewe etuom go FBC Ammrd L 1 Polyglass Roof Underlayments (HVHZ) Polyglass roof under writ eats for use In 1,13C12r33/2023 Yes No WA WA Relision 2020 All American Shutters and Glass Mice Barbieri Frank L. Bernardo, P.E Troy 84hoP. P.E. 1028/2020 1011512020 11I0ra+21Y10 12/1512020 Approved ReWelr 20M Art- ,Cor"u Stuart Level. ICC EvduaBon Service. LLC Will— M. pater, FE 40/312020 I W2I2020 i L052020 111052p20 Approved Revision 2020 Commercial Concrete ProduaaJne. Robert Gill. Samuel A. QreenCerg John Hoy yaggam iiiiialijigig Aaproved aim 17/162020 i Wafm20 12 11I ding FBC Appn HVHZ Jurisdictions. Category; Shuttxe (561) 712-9882 PE-0046649 (954) 947.080 llamaloanehutte Catepoar: Structural Coponents BubCategory: rruse False (Mt) 710.3377 (40716al-19/7 dew. I ndtw.0an @a W Cmproduce (*13) *59.3707 PE-3424i (3527 508-5311 2 Polydass Roof Underla"ents (non-HVH25 Payglass roar undersymn ts, for use n 12f23@023 No yes WA .WA/-622.5 SubOabpory: Stump Panels mil � Sub0do: rr. Products 1ubCatepory: Poducs Introduced as a Result of Prtadgdrayahoo.eom FBC non-HVHZ jurisdictions. Compliance Method; Evaluation Report from a Florida Registered Architect Licensed Florida rs wm Cornperhee Method: Evaluation Report ire. Product Evaluation Entity Nor Tecnraloly Canpllwtw Method: Evaluation Repent from ora Engineer a Firda RtgstaredArchhd Used Fluids Professional pLIMBBa,RTPeaepals ors Professional Engineer O nMTOU4% Products Quality Asserataa Aporpval for Dhe ApprOwdfa Uw knnw Deal- a98Kn L -leg 0 Product Model. Numb wNema Quality Assurance Approved for Use AIW ro1Aad for Use Jmofti Design Product Conscription Contract ExolmOm Oats In HVHZ outside HVHZ ROMatint Pleasure $ffi¢ , Pfoauet Nodal. Kerner or Name ITW BCG/Alpine Higher Strength IN damp: S) ggmgLlDetWodm Catrad mmieren oat Metal Camectr, Plnh 12/312024 In H jZ Yee Yes @LbBeOt NIA Pmmm N/A fLAf7744ti Quality A,— Approved fpr use Apprpvad fr tlse impart 0aap3 1 24g. Galvanized Seel Storm Penske 24go Galvanized Steel Storm Panels 12312022 yes Yes Yes NA 2 ITW BCG/Alpine Hingt pate Metal Connector Pate 171312024 Year Yes NIA NIA sw! Product Model Numbw or Nan $S Contract Expiration Date Itl� Out" HVHZ g:,a)gaapi Is1!}Mlrl. 3 ITW BCGJApne Tinos Metal Connector Pate 121'3111 Yes Yes N/A N/A i Calahry Protest or Cammerdd Crerele Produts Procasl and Prestressed Coicrete Unlele Oiv2 24 No Yes N/A WA �11 4 ITW BCG/Alpine Mvw Meal Connector Plot. f2/312024 Yes You NA WA W 4V U m � Q CL Fords Department of Business & Professional Regulation Few 1 on Florida Department of Business& Professional Regulation Pop I all Florida Department of Business & Professional Regulation Page 1 r2 Building Codes and Standards 10fietw1 Building Codes and Standards 0h14= Building Codes and Standards 9282021 Product Approval Application Detail Product Approval Application Deltaic Product Approval Application Detail O L ICU to i� Seth Entity orData B71epar, Ismailia,Qhts Sdrat EDIDL9d 6Mlawra Ucennyaigmed By stile sits D" p ndEsg no V FBC Approval st M flttlh Or canted Endn—& Lbwwe Vagdhd By flats 2a hod. Pwtdea ValidatedFBC Approval Pets eW n,pa Reunion Vfrslm manufacturer 2020 Mrr k Ina Q meal Validated a Erin Walden ICC Evaluation eevice, LLC ICC EvII Seroica, Y SutherlandC Ag=d Dan 12021 (18010=21 AaglmMl OW2`202/ sty Approved jygt Version Revision 2029 Manututuror W.Yaeaeuser Category: structural Components Stag Rab Baldwin ICC Evaluation Service. LLC tar Lots— P.E. 024-6476 (808) 839-3288 amp Aua)dazaMt 02MM21 10J132020 02101 Approved mm Vtmiga Afirmaton 2020 Nona Aluminum, Inc. Category: Pond levant Jae ahw Luis R. Lamas Steven M. Urich. PE f407) 00&2008 PE-62514 (717) 317.8454 11n S2020 11/162020 Approved 11202020 Iwo Approved � G Q Cdegay: Struorel Components (962) 89111 LLC. SubCategpry: aginaered Lumber 1253) Rabart.aald.Nn@weyerht C Sdth ffieCalledI Truss Rotas —Idefr@ml.com (205) 599.9900 Compu_Move d; Evaluation Roost from. ouar.oan Xtd ho ry: .Iph.ale in mimayaho CompliProduct nceEva Named: F €velutl0n Report tan a Product Ewluallon FniN Product Evaluation Entity Compliance Method: Eveluedr Resat tten a Florida RegMero4Arehaact Or a Daons.4 Florida ocom Professional Engineer FFLow4g1 Pradeudf Q Quality Astir mNa Approved for Use Approved fa Use Impact tles1w Oualfy Asaprmm AMLC29rr Des &M aerdfaunto moan gam &sal# 1 Product Nodm Nmbwor Naitr W1&AHS 1' 59CIQtL411 Lanai EagAratl6n to So. high strength Woe connector plate 12J3,2022 Dine In HY14Z Yes Outside HVHZ vs. Redelart NJA Pressure WA saga 1 Pro" MocbL h&mbw or mm Mlafoirn LVL Priscluct toduerifildon CorarhMt Exdhrltn WnIneled Verear Lumber 03/312023 OMe In HVHZ outdid HVHZ gHwap[ Pnaaurg No Yes NIA WA aeo.E drmRv Atwlraxe Aoerokodforu» Approval for U» 1D.HI Outlets 1VI IBpact Aaaklul Q9SB Pressure __j tZ 2 M189H8 18 g*. super high. strength trues owns=pate 12131022 Ye. Yes NIA WA 2 3 Phil ern PSL Timtless rend LSL Parallel Stand Undr 03f112023 Laminated Strand lumber OW312023 No Yes NJA N/A No Yes NM WA 1Alpha mdtam �lld e*mp: Yelled AlulnlnOm BolkU p; Vested tianinum 0T/3012023 No Yea No NM 3 MI 16 1fi �. irate calnsdpr plat 12312022 Yes Yea N/A WA + Td Pom 6Wrtl Composite Lumber a Oriented 8[ra110 031312033 Strboard No Yes N!A WA CMU Kamp; wood CMU oo SdIW CAW &arty; Wood SdW CM lamp; Wood SHEET NO. 4 kaT18HS 1a ga. high st"I lath tru»mnnectr plate 12J31=22 Yes Yes HIA WA Porn toard ro 5 MT20HS 20 9L hl h absn tin truss eonnedcr plate 12131/1022 g Yes Yes N/A WA 5 Weyerroeuaw RM Bwm Orlonled Slrentl tlmm Rim 13onrd 03812023 origin ans No Yea NA WA 6 TL18. MTh& , a go. Wes connector Plat" 42212022 Yes Yes Yet. NIA NIA NJA WA 7 TL20. M720 20 ga. Was connector Oat" 1231=22 Yes August 10, 2022 -- Florida DeparOnerd of BLmdm s A Pn7(enlonsl FAWal Bulding Codes and Starldads Product Approval AppilCatbrl DOW Pxso l of a1110= Florida DepwWdit of Bnadrasa & PnD(ankmW Regulaeon Building Come and rds Product Approval Application DOW %pi M i Mr1D22 semi zoom sae lore aflerAdm an r t�2 1ebILeL pre )ate afA2BLeiss aft! g %ftim FacAMenni AA eould amm 11W 1jmw r aaziwa lbws w7WdYr MCAMOMI AEMM two Afb.rt6en 2020 PWO CerpoNlbn Jw NAdan BMOr Wlntlewtd Door Aorna L BibbMr, P.E. a 071140CM 0711411W0 07210am Approved Afn1`Im 20a Pals c4wrol immorm god wmoowwdDw TA. Lynn. PR LLC /71714/10 071142020 mizzill ApPond Cawe., lmdOm noblimm MWVNCUWAMOOWbn CBU(KEMOburble Cowper. Mmmoom RObksdn MWUbA rAWWWftn (651)02s44M a.W*V- : aoy fa Nmp III M 40W (01)014021 smbtdmsly. albs Hum i64110 9 a006 CryMBo 0~ Carlbmon Mork v !loft IpolhMMPp^am1011a Complain f mobek owma d" Mort r Ur" peYproOialpPro�710W INLOM dal IUMUMAMAmink 9esld Aslmrme AOQmLba Yea Anoo"d F Uft klom amim AssmmthLum long gomm Aug Bsirt hs nlr atll In RYHZ gu brim ad" Slam 201 aSOtlatl f 1. WAQ Ck&We imQ A P� 1 SOMB1020N0hpalb 0 emrleb Huff VWA ableb Ii Whim,(42 x 72) NM?FJ 27 No Ya Nb -Baum 1 Pme lO aeka obo Hunt Vehdw srx Or WOM N."Y gSnlek nbw HIM W00172I2027 No Va Mb 40I.4 2 norkm I=Hlyr PWb slMk Hunt %W Htih Pebmwnm 8kom HwMIWn m2 Oiaw Nb Ya Ny -BW-OD 2 Poy 10 swim or#@ Hl ViAmdo, 81W Mrn1Noi khv e9kef Wv WNbow MIMN p22 No Ya No +41111 Coepmsa v7 xm lrm a Pon to arin an,b Nurse Nintr 84' x or Vkg4 Noe- eomds m is HIM wkwuw 07K1fY1022 No `Poe No +,ar.40 9 sell" 102011 HUM WMskVIONuntTIofooRvam(larx72') 0011s2m7 Nb Va MO +4040 4 PobloorlalrlebHump now 4rx7feMVNpfMDwt$040Hume WW" DA00IM MD Ya No +ply4p 4 to soon 111M)strOb mum Vktyl akleb Nwle iris DPrrpedn11a0'omr) 011,122141 No Va r4D +a6Fa8 a PeylOBerMsalOe Wnt Window Sr Or MVI abrl4rpmt Skleb Wrle WMow 062YI2072 NO Ya Mo +00Ne a aria IWA 8lrmb Hurl VW.finin Huns tbin CWVMWjl6.rxat.r) 0m1a12027 No Yw Nb +3" 0 Pay lO swim.nOb Hun, YMnww 3rx7rkgvl iwrm skltb Nule Ward" 07"fJW2 No Ya Ro +40151) a Seri" 100&rebNup vwabvio"WVIM'orlpilmocI Moro asnoom No YIN No +aloe 7 PoillarWarwst"wr0ow W-1rCx/CVbp4Non4lpsd8llebMFpWill 10117mma No Yw a -5W4M 7 aeM 1Q7D &tOb Nule %W ekOb Nary( THOOGOnp011a (100' x 50.31 Om oom No Ym m -Mm a areaI=:11tbHum %W1111CMHreWWWW(4rx72') ow7raw ill YON MO +sal ! O Srla 1021) rile Hum Wyl Bkleb Hurt Wroew(4r z5 IM) W11a2077 No Ya Mo +alp naW(Aoaoafe AOQmItALeM AI®sAl�uW l.sln liel8 10 amks 1Or10 Bomb Hurl VYOp mkOne Nun, w mm Iar aaP-irk af1611 NO Va Np *a6'-86 )�A Prawn ls4.L auxy rNrr j1 p,gs� in,N)@lZ cumil @Z Bohm � 11 awbe 10%) aklelo Hurt W04 mkleb Nunn W(4rx WYxk6r) aH72027 Np Yas Nb +alb 1 Pokloom s 9lbolimevindow or xer Wpl Neeb'poot Will Wile Wkinor 002D12027 No Yw No +40140 12 mama 10120 al is 14 Wgpsklek Hung WkkbW(WMrJ*) MINIG 27 NO Ym we +slf6 2 pds lO arw:M& Hunt k0lydow a4-xar VIllYI Nollftow Snot Hule WIWW 11115 2d ND Yee rb +4a4D 1a BOMB1021). bNurle rs:Nun, View imkHunllWnCMPBm(7Yz6a8ry OM82017 No Ya ND +38u36 8 PeyIOOodw r wHumaWdaw 54•xOrv"morH4"*Oorwo mwvwww oe�e2o2a Nb Ya Na .61.6p 14 Bona 10120a VW BrV NuplWn COmpwM(Wrxslbl om21r1C17 N:D Yaa Nb +96N36 4 Pob lO allow mbo Hunt vine. arxir W0l NO"YVW eblek HIM wbdm OB2217022 No Vof No +0146 is Bois 1a20 al Nul VW Bkab Nwle TMnCM+paWs(BBrx721 W70M MC Ym No .sat,16 a Peyion''. nob Nunn YMndokr NO Ya NL .p1,4p 1s swim 'Wig soles NVrO OLIBO27 NO Vas No N040 17 arba 1020 orsb Hurle W04 Rod Ill olHure Fannie(tOr x 72') 100100,2021 MD Y. NO +30410 anakArimne Ar19oQaAllsWe AHrmetldlJhe 1sMsn Oltse �JE amileamadidoSaelanA'rr a 1af06li 4fYillmaS 1iWYWt 1lllsal 1 iWSMIworTMnnsyrer EMDmpeas OrAm"lbl Vkgl Mail paxbrrranaa albs Huns W x 717) mm7r102T RD Yen No +M0 w pebrmeb0 BbfpO HMO 2 laDSeMBRThwmaoMra Enunow IrAverd Hall YAM N j1 ParbmlMw MrmY HulmTWln 08212C)Y Mo Ya Np .61,ep P4(emMw aepo III C Nooft rxo5-1M) a islsenn er7f emaabrorEe pBeorAgn(I escape WMskleb Mule 7npkCanaaM(10r:72') 00n8207 No YIN, a +4040 Hale 4 !mails rTnMwwrr El)OkrnPwkrAvrd Bkleb W01 skOk Hunt TMpM Ow"ofo(lor x B8.8) Will No Yam Nb +7das IkolO Florida DepaM(e(tt of Btidnass A Plcbnkmai ReglAatlon Bulding Codes and Staldards ProductAppro"IAW1, III DaW Pose 1 t i MMDI2 Fiorito DapmNrHak of BWnm & Prof eelonal RlagU RI Bulding Codes and Stoll Product Approval Appas4tfon DOW Poo M i OMWAd2 211k hm vlolaim, Nooiot" Afkm dm 2020 PO%CWWWM Csklarp. Vklydaks aW.Msas .. Food Complo w Mtsrrt Csrocow MOW UWne lira! 1 ask low 2 so," lags a Saner 1610 1 sans 1020 2 Sorbs 1070 a allows 1020 Parlds DeparhrarR of Bumineas & Professional Regulation Buill Codes and Stsrldads ProWktApprema!#4 II-W DOW pool1 mile eel IBM zoom ISBN i 2111111 ➢df taus Ra } EedowiLYsMa wkr.d mr Y, NM♦N FBCAYroW ASOMMO oft Joe Nrfden sol wroow wd Dwr JMMF L Budepr, P.E. 0 0II144CM 077142110 0721DOCI0 APPMM RppVlpn MwuNzMwr*moWon CBUCK Emkoeft 04110140a alim)aN-aim IpOI/pnOdU44kpPraxOlgbNe ial Ad kAslam Bye CeemrtiflYdtleaBele Vbyl bed wbdow (sr XTO') 11111,160022 6002s LBW.Ilu AsomodbLum In NYHZ oummL No mQ In. fond 17Wmr Bubm ftl M 2" VYyltbd wNdow (10rx N� 0711512022 No Ya No +2111 n1b04 Fkrtl Wkdow lm'xeo'} 07116/1022 No Yes No +WrsO lolkAaumm LmdadlAaldYnamduAlAwmdmLoa ABBmmUsE blf AmemmiLWI 1,KVHZ CkdAb a Hill Mein Data Anitltit 1lllues VW ant, wYMew(WxM 071162014 No Yes Ne +261.26 VWfadWwbw(lprxµy 11171134014 Ns YM No +2M WMFoedkYkdow(W'200) 07ns2024 No Yon IW 'a" Florida Deparenerit of Badness & Plobnkmai RMAdori Bulding Coda and StaKbKW Product Approval Appacafbn Dal pag i al MWAM SA4 901111Ja III Nil - are no bs 1opea - ant raft _ tta _ ._. - 20 am ode PI Role 9§111 SM ZWto ash no ambeeoms Mb MGM! lb ids d"botL" RWNWa!fora wMMWIi RW MW > FOCAwrwtil AANDii too limn yfiftwo maidegasi Conn a01 VAVOOLk AI&M Aa mm fed. Amommod two leg Vknsl mowbtuar ( 6odowea Wane wMNMW ex OP" •■a 1wW FDCAMW" Appromed afto Afkmdlm 20W Pelt owomdbn in Words, god 11mNamed Door JMna LBudmr. Pie-m 07M41= 077141202D arim2m Apprond ASrlmbrl 204 Polo corporal in motrow awls Wwww.sd .P.E. T.E. WmPE, LLC 07M421M OTHMCIO 0720FJM ApPMNd Armwfpn 20M Pon Comredon Joe Hmill 8t01 Wlydowovow im - LWm*W,P-E* UM417aA OW14MOx0 4VA20,2010 APP W Caper WM60" Robw4" MWUbOWwAp00btlon CBUCK FV%N" Cooper W,40 O RO~ PE44195 (I01)82B44M CNN"Exil no" P4~ MMukOWWAnoObwn cou0(Enpinwllt isYCoksorlF flOrkeaY811wr 8141)W48p (081)4P140Z7 asbCWBorp Hwkwaldmww 011)82140a exbDabewo Wing ftWWD=Asweblw (841)01.000 (Wt)411400 4aeploow 0t1wi: Cw0000n Mork or lbNris pMproduorepprom10pe Cer4Mrnoo ltbt EvoWbn RapoM ma mfaoro0uatmprovdaPo Condemn arOxot CarSoWon Mork or Lim" pabmo&mb wonom k4W,,, Fkxde RatbwrD AmMmralkir Sm Ib.4om Iwo" Pmftwlrel EmkMe AuamdASJld AOeMEAbLum helot amim Aesmtalda.Jitl Aumstiv-Ye !salt M" .lai rhws..r ibdeL Mwamr r Na r Hmiml�erinfn Gamtnlifeiotlul» InttYiS ammiLma Bid M &N� OpofbAme ACranO for UN AB y4o pw tee t%AM Rm!w ARA amisLvg&LKVMIALKNM ftoLvdammkft in gym ! Aedom Pn, LL 1 801" i04001MV Wboow Vw soft V*low I Will mlor x on 11312M02a NO vee m +3/:o0 ant f�mWOwNno hf11R>Z f>t�stmS A� P1lsld 1 Buss i0t101261fllrymbsn Door Nil 2~1W Ewa sm. Der car x er) li2Ol20fi No vie a +2ol 2 grim lim "ies Wkabw Y l ochre WMme LUX or 11, 7D-12' x InOama12C2a NO Yes Nb +36636 1 Brim IC stln, 4Mroow Baru l0 Vlrin fyn,atl elarO tYlnddrs 06r142001 NO Ya No NIA 2 Bald 10r102b Bring arm Om Vbyl BbOb Pr)N PbSd'C' OfAr (8Mp1y, aMiE%r Olr/1102 No Yin No +2&.18 a 4 aim IMO SNme Wbww 8erba ia2o 91kkm wlndaW %"Wifry WbaaW 0lx. iwx6C1 WMOIA1rO yMMow peDx, lOrxai 0027202S Oar172023 No NP Vw Vr No +a" No +ae44ve 8 So*olWAMMOl x 411 10005=1 No Yw Nb a256M 4 erba 1ty202a aklntaNm Om VW eoleb PWW FbWV Door(9101ift lx 11262M No Yaa No +gl Wim YOYWAmedw Anorgod for Vol, Awrwtl rr Uos hmm OWB ffi! aa6 ae 1,MWHZ ltataod Gnaw. 1 aebaliVr2m pmerAvMS WWVDkmDw Wg1244r*,Q)r 010V OWN Opp. Pill x w24=1 ND Ya IW +2s420 s6 V1i 2 SW— 100 or Er1wrnpwo rMorilRh rle Gya Door Virm Bblelo Pone Fbml Door PaWIA 2619'x mis2062 No Wa Mo +416410 al-im 8 less 10pr Evmnpq rAuan881Mkle CynOoor W9424bnN'CK'ehlklepw Doe t72'a62.1 0111 2 No Va ND -Min 4 8rW t00rEr14rnpwOrAve1881ldbq Wm000r Wry! Will Pore Find ro'Dw 0 WIW 47r-lirx 8atm2®2 ND `o Me +204m el 11.l� SmdkAwalW Adowftd horJho AamDltl for lbs bola 21" ;mitt OMAN= Bubm bmwa 1 8rbp la r Fimfpm rAVM801WV aknDm WOI 2~ v)r MOO Gym Door (a6.12' x WWI No Ya No +21,2a will 2 awbe laD R Ermnpax rJWtNelberp Wew00or "ovals Peorl Fbw lw oBr "lek 96.1w it Owlf 2002 No VM ND +40 40 61-1ro 8 bs gaisivaeempmsr&W*Slkllmoimnw Wry124%W'0)raldrlpabm Door(Tlxs2� 00242002 No Ya He +301 4 saris lmrE/mnpaa rAvsm181Yale akw0or Vsal6kmY Port!FYord ro'Dor ONaeb, 47-1R'x 020821M No Yee Nb +261-96 9-1121 >� iko )*,Ww pkodmu" AfFffill 202D Ply oxwobn Cowper Wmftm somione r. Food CeruplakHa YMbek EvMNsorl Rppt mwrrO FbMwRpswod AWlfatr ■ uwmwo Fkmd• PNftel Entkger LwAubublbk �aA Predset Iledel Muebr rNsnr 1 10BenseFkryp Fbrd Florida Department of Budrams A Prahmo lorlal Rengllatim Bulding Codes and Stardards Pro" Approvsl ApIft 01 Dabs Pop ti M61=1 Pd1�l.S one are omkb ft eAh wxnrl LIMP" wla.dr ()K MC Ass" AANKI-W tmm Joe MrAw smW VJ*W soloew T.E. Lunn, PE. LLC 07714201) 07114rl020 072212020 Applsnd Rppinan ps_uills (W1)0264406 (041) 621-800 bl pradrxNOaearltlerl Ceallodiasktbo aele in wwm 014111111111, NVHQ xY2 10 aar1m W Fop Ford Wkwim 00(2m i Yas Vm ND WA August 10, 2022 Q� O (D .� U N N U Q O C Im 1 C =3 (a O Ca C O O O W O O 4— CIO0 U_ �� CU > E N CIO/� O ^ Cn Q z z W J L (D E Z W CIO CIO O L O a< L U O L (M� ■ . . a< 0 L CC W Z Z Z Q J d SHEET NO. PA 1.2. ^tea W Cn CD 0D W U 2 '0 C3 • Simpson Strong -Tie 2020 FBC Approved Products Updated 121302020 Simpson Strong -Tie 2020 FBC Approved Products Updated ,2rsorzo2g Sim son Strop -Tie 2020 FBC APProved Products Updated 123g2026 � Sim son Strong -Tie 2020 FBC APProved Products Updated,2f30/202p 0 For elect Inks to SST fisted below, CLICK HERE For direct Inks to all SST approvals listed below, CLICK HERE. A For direct Inks to all SST approvals fisted below, CLICK HERE For direct Inks to all SST approvals listed below, CLICK HERE ell approvals �y For additional Information regarding Florida's Statewide Product Approval System and Marri-Dade County Notice or Acceptance (NOA). CLICK HERE. . For additional Information regarding Florida's Statewide Prowct Approval System and Marri-Dade County Notice of Acceptance (NOA). CLICK HERE. . Fa addtbnsl Information regarding Florida's Statewide Product Approval System and MaM4)ade County Notice of Acceptance (NOA). CLICK HER . For additional information regarding Florida's Statewide Product Approval System and Many -Dade County Notice of Acceptance (NOA). CLICK HERE. FL#,2355-R7 FL#10446-R6 FL#104156-115 11 HUS, HUSC sores hangers Face -mount hangers available In widths ranging from I.518" to 3- 0 U 9116" and heights ranging from 4.5116'to 11". Concealed flange Sea # Product Modal. Number or Name Product Description 221111 Product Model. Number or Norma Product Description Sea x Product Modal. Number or Name Product Description version (HUSC) available for modals having width equalio or 0 O �Q "L 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 114" diameter Titan slainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 Br, STB. BTH Brick Ties greater than 3-9/16" O L O 2 APA21, APA4, APA6, APVA21, APVA4, APVAS Outdoor Accents Angles 2 CMSTI2, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-7/8" to 3 Q _ 3 AP844, APB44R, APVB66, APBWR, AP888, APB88R, APB1010, AP6101OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 518" and heights ranging from 9.114" to 16' O L _ FL#9589-R6 APV644R. APVB66, APV868R, APVB88, APV688R, APVB101q APV6101 DR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.83-SDS, LGU525-SOS Face -mount hangers (� Q 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Dock Joist Ties 5 CTS218 CompressionlTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers M -0 O Sec # Product Model. Number or Nme a Product Description APVDJT2R-8 6 DSP, SSP, TSP Stud to Plate tie 15 LUC267, LUC210Z Face -mount hangers _ E Q 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH610R Outdoor Accents Heavy Hanger 7 H1, H10A, H2,5A, H3, H6, H7Z, H16, H16S, H16-2, H16.2S Hurricane Ties 16 LUS series hangers Faoe-mount hangers available in widths ranging from 1-9116" to 4- a) L �- 2 SD9112, SD9212; SD10112, SD10212 Strong -Drive SD Connector Screw 6 APL4, APLB, 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 10-15116' (n O �- 3 SD9112SS, SU9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3,63-SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers Co �+/-�+ Q 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2SDS1.5, HSS2.2-SDS3, HSS2.3-SDS3, HSS4SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9116" to 5- V / SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z; CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5. HSTB Straight Straps 118" and heights ranging from 6-15116' c,19-1/2". 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z: CJT5Z, CJTBZ Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ16KTZ. HTSQ20KTZ Heavy Twist Strap 20 SUR. SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SOHR27614, SDHR31400, SDHR31614 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 13314". 7 SDS25112. SM5134, SDS25200, SDS25212, SDS25300. SDS25312, SDS25412, Strong -Drive SOS Heavy -Duty Connector Screw 13 F04, FC6 Framing Clips 15 LSTA9, LSTA12. LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SDS25800, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; on y acute flange is concealed. ce 8 SDS251126S, SDS25206SS, SDS25212SS, SDS253OOSS, SDS25312SS Strong -Dave SIDS 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 1-9/16'to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A-2, HI CS, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2.518" to 11.114". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium GirderTiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, Ili MST60, MST72 Straight Straps FL310007-1118 19 KBSIZ Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL910667-116 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Sea # P14duct Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4883, MSTC68B3 Pre -Bent Straps Sea x Product Model- Number or Name Product Description 1 ATR318, ATR11Z ATR5/S ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skawable Angles 24 MST12e, MSTI36, MSTI48, MSTIr30, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATUDS-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-118" to W'. 3 BP316-2, BP1/2, BPI/2-3, BP518.2, BP5/8-3, BP314, BPW4-3, BPRTUD3-4 Bearing Plates 24 LSS126LZ, LSSJ28RZ, LSSJ28LZ, LSSI28RZ, LSSJ21OLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA20-16, NCA200-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-516" to 7- 4 CNW318, CNWI/2, CNW518, CNW3/4, CNW518-1/2, CNW314-518 Coupler Nuts 25 LSSR1 81, LSSR2.1, LSSR2.37, LSSR2.56. LSSR210-2, LSSR410 Field Adjustable SkopeablefSkewable Hanger 27 RCWB12, RCWB14 Wall Bracing 11B" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in vMdths ranging from 1-10to 3- CTUD98, CTUD99 27 ML23Z, ML242, ML282, ML287. ML21OZ Angles 29 RSP4 Stud to Plate Connector 516' 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 Plate Tie 4 DGHF sores hangers Top flange hangers available in widths ranging from 1-314" to 3- 7 RTUD3, RTUD36, RTUD4, RTUD4B, RTUD5, RTUDB, RTUD7, RTUDB Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5✓B" and heights ranging from 9-114" to 24" 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, Mlifil MMLUI211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5.1/4" to 8- 9 TUW3B Take -Up Washer 31 RBC. RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, STB215, ST6224, ST6236 Straight Straps 718" and heights ranging from 11"to 32-1/7'. 1D URS3 3J8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TWO, T627, TB30; TB36, TB42, TB48, TB54, TB56. TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 11 URS4 112" Uplift Rod Run Tledown System 33 RTC22Z, RTC42, RTC2Z, RT044 Rigid Tie Connectors 35 TWB10, TW612, TWB14 Wall Bracing 114" and heights ranging from 1 IAW'to 32". 12 URS5 516" 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 6-7/8" 13 URSB 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WEI06; WB106C, W8120, WB126C, W9143C Wall Bracing and heights ranging from 8-112" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 118" and heights ranging from I V to 32". FL#10441-R6 FL#10531-R5 9 HS series hangers Top flange hangers available in widths ranging from 1-9116'to 7- FL#10447-RS 1/2" and heights ranging from 8" to 30", sea x Product Model. Number or Name Product Description JW Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-718" 1 DTT2 Hold-down sea # Product Model, Number or Name Product Description 1 C13H2.37x5.5, CBH2.37x7.63, C13H2.37x9.75 Concealed hangers and heights ranging from 10-1121to 281. 2 HOC10/4, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-IX' to S- 3 HDQ8, HHDQ11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2LSDS:3, DSC5RSDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/16" to 3-9116" and heights 718" and heights ranging from 7-117'to 32'. 4 HDU2, HOU4. HDU5. HDU8, HDU11. HDU14 Hotel -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 HGU3.63SD8, HGU5.25-SDS, HGU5.50-SOS, HGU5.62SOS, HGU7.(X)-SDS, HGU7.25- Face -mount hangers 118" 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, HHRC5.3713.12, Heavy Hip to Ridge Connectors SIDS, HGU9.0O-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.518" to 7- 9/18" and heights ranging from 18" to 26'- 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hp Ridge Connector 318" and heights ranging from 5-5116' to 12-7/8", 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 HHGU5.25SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7 00-SDS, HHGU7 25-SDS, Face -mount hangers 3-9116' and heights ranging from 5-3J8" to 13-118". 10 PAI18, PAI23; PA128. PA135 Strap -style purlin anchor 8 LSU26, LSSU28. LSSU210 Light Stopeable/Skewable U Hanger HHGU9,00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in wdths ranging from 1-9/16" to 5- 11 STHD10, STHDI ORJ Strap -style hold-down 9 TBE4, TSE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers 1/2" and heights ranging from 3-7/16" to 15". Concealed flange 12 STHD14. STHD14RJ Sbap-style hold-down 10 TC24, TC26, TC26 Truss Clip HHUS7.25/10 version U available for all models Stavin width (H } g equal to or 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skerwed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422, THA426. THA422-2, THA426-2 118" to 5-IM" and heights ranging from 4-3/4" to 15.314". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116'to 7- � O 12 THAI1.81/22, THAI2.06122, THAl2,1122, THA1222, THA1322. THA13522, THA1422 Adjustable Truss Hanger Sized for I-Jois6 Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5-3/6'to 28" Cl-i 111 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models, any acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116' to 7- t7 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU213-2, HTU28-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5.318" to 32" �` i L 15 THJM2-4-SDS3, THJM2-5SDS3, 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 1-9116'to 3- C= a G 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-718" to 19.114". Concealed flange 5/8" and heights ranging from 9-1J8" to 18", m c v 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in vadth of 1-9116' and heights W o m a 16 VTCR VaNeyTrussClip 9 neater than 2-9116". ranging from 5-318" to 7.1/4". 9 9 to _ ro o r 10 HUCOI.81/9SOS, HUC01.81111-SDS, HUCO210-2SOS, HUCQ210-3SOS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights y o SDS, HUCQ410-SDS, HUCQ412SDS, HUCQ52"-SDS, HUC05.25111SDS, HUCQ610- ranging from 9-3/18" to 13-118" 6 cv SOS, HUCQ612-SDS 3 a y m CZ 3 m CK sin O. "Q c � � o n Simpson Strong -Tie 2020 FBC Approved Products Updated IZ3W202o Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1213"20 Simpson Strong -Tie 2020 FBC Approved Products Updated 1250/2020 ®For direct Inks to ell SST approvals listed below, CLICK HERE ® For divot Inks to all SST approvals listed below, CLICK HERE For duct Inks to all SST approvals listed below, CLICK HERE. For direct Inks to ell SST approvals listed below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mani -Dade County Notice of Acceptance (NOA), CLICK HERE. • For addkbnai information regarding Florida's Statewide Product Approval System and Mani -Dade County Notice of Acceptance (NOA), CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and MarruDade County Notice of Acceptance (NOA), DUCK HERE, • For additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA), CLICK HERE. 21 LB series hangers Top flange hangers available in width of 1-9110" and heights FL#1146a-R5 18 S/LBV1.56, S/LBVI.81, S1LBV2.06, SILBV2.37, SILBV2.56, S1LBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 6.3/8" to 15-118". SILBV3.56, S/LBV3.62, S/LBV4.06, SILBV4.12, SILBV4.28, S1LBV4-75, S/LBV5.50 6 Strong -Bait 2 (ST82, STS2.4SS, ST82.6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights Sea x Product Model. Number or Name Product Description 19 S1LTT20, S/0172Z, SAM14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3116" to 13-118". 1 HHUS210-3, HHUS210-4 Joist Hangar 20 S/MSTSO, SWST72 Straps 118 mil (10 ga) 7 Tlten HD (THD-H, THD-HMG, THD-H48S, THD-H6SS, THD-CS, THD-CSBSS) Titan HO Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-112'. 3 HUOQ210-2-SOS, HUCO210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP, DSP, TSP Stud %to Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 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 THGQ2SDS3, THGQ3-SDS4:5, THGQH2-SDS3, THGQH3-SDS4 5, THGCH4SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titen HD Rod Coupler (THD37634RC, THD50934RC) Titan HO 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 Then HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, TH037212RH, Titan HO Threaded Rod Hangerfor concrete 1!8"and heights ranging from 9-114" to 24" THD50234RH, THD10212RH) 26 PF, PFB, PFOB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7-1/8". FL#i 1473-R5 FL#13904-li (D 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116'to 7- y1W Product Modal. Number or Name Product Description Sea. Product Model. Number or Name Product Description FL#16230.R8 1/8" and heights ranging 9-1/4" to 32". 1 DETAL2D Double Embedded Truss Anchor 1 CCQM3.82-SOSHDG, CCQM4.e2-SOSHOG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62SOSG; CCTQM5.50-SDSG, CCCQM3.82-SDSG; CCCQM4.62-SDSG, Product Model. Number or Name Product Description 3 H16,HISS, H18-2,H18-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XPHgh-Strength Acrylic Adhesive for concrete or masonry FL4,110860.R3 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G4CT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-I(T, Masonry Pier Caps 2 Er -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI8, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD5.50G-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.020- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry y5gg,� Product Model. Num ber or Name Product Description 6 HGAM1 D, HMO Masonry retrofit connectors KT, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (STS2) Strong -Bolt 2 Wedge Anchor for masonry }a ^ ` tVJ 1 ABA44, ABA44R, ABA46, ABA46R; ASA66, ABA86R Adjustable Post Base 7 HHETAI6, HHETA20, HHErA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM7,00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Trion 2 (TTN2) Titan 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ASU46, ABU46R, ABILI ABU5.6, ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3SDS2.5, LGT4-SDS3 Girder Tiedavn 4 LGUM26-2, LGUM26-3, LGUM264, LGUM28.2, LGUM28-3, LGUM28.4, LGUM210-2, Masonry Beam Hangers 6 Titan HD (THD-H4SS, THD-HBSS, THD-CSSSS) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 ABUBSR, ABU1010 ASU7010R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM410 or 316 stainless steelvvith hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 1D 11 META12, META16, META18, META20, MSTA24, META40 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MSHA3.1219.25, MBHA3.12/11.25, MBHA3.561725, MBHA3.5619.25. MBHA3.56111.25, MBHA3.56/11.88. MBHA3.56114, MBHA3.56116, MBHA3 56H 6. M13HA5.5O1725, Masonry Top Flange Beam Hangers 7 Titan Turbo (TNT) countersunk head. Titan Turbo Screw Anchor for 4 AC4, AC4R, ACE4, ACS, AC8R, ACE6 Post Cap concrete or masonry 5 BC4, BC46, BC4R, BC6, BC6R, BC8. SCS2-2/4, BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MSHA5.50/g.25, MBHA5.5D/11.25, MBHA5.50/11 88, MBHA5.50114, MBHA5.50116, 6 C044, 0848, 0848. CB68, CR88 Embedded Column Base MBHA5.50118 cu 7 CSSQ44-SDS2, CBS046-SDS2, CBSQ66-SDS2, CBS086-SDS2, CBS088-SOS2 Embedded Column Base 6 MBHU3.5819.25, MBHU3.56111.25, MBHU3.58111.88, MBHU3.56/14, MBHU3.56116, MBHU3.58/18, MSHU5.5019.25, MBHU5.50/11.25, MBHU5.50/11.88, MBHU5.50/14, Masonry Beam Hangers FL#16837-R3 8 CC, ECC, ECCU Series Bolted column cape with W1 ranging from 31/4" to 9-1/2" and FL#11496-RS W2 ranging from 3.5/8" to 7-112" MBHU5.50/116, MBHU5.50118Ji Product Model. Number or Name Product Description O 9 CCQSDS2.5, ECCQ-SOS2.5 Series Screwed column caps with WI ranging from 3.1 /4" to 9-117' and env # Product Model. Number or Name Product Description 1 X3401018.5K, Xt S1D16, X1 B10184K XQt S1 D16, XQt 81016.4K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L W2 ranging from 3-5f8" to 7.112" 1 OTT1 Z Deck Tension Tie Drill Point � /1 ��i 10 CPT44Z, CPT66Z, CPT88Z Concealed Poet Tie Base 2 HD12, HD19 Bolted Holdowns FL#13975-R6 2 XLQ114T1224, XLQ114BI224.2K 412.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 12 EPB44A, EPB44, EPB46, EPBW EPS4Z Embedded Post Base Embedded Post Base 3 4 HD38, HD5B, HD7B, HD98 HTT4, HTTS, HTT5-3/4 Bolted Holdowns Tension Ties Sec 9 Product Model. Number or Name Product Description 3 XM0114S1224, XMQ11481224-2K Screws with #5 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O L 13 LC544, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 SOW22300, SDW22338, SOW22438, SOW22458, SDW22500, SDW22600, SOW2263$ Strong -Drive SOW EWP-PLY and TRUSS -PLY Soreves Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPG4Z, LPC6Z Light Post Cap SDW22834 4 XQ114SI224, XQ114B1224-2.5K X114S1224, XQ112S1224, X011261224-2K #12-24 Strop Drive X Mortal Self-Drillin Tapping g- g, poring Straws with #5 Drill Point 15 MP644Z, MPBWZ, MPB88Z Moment Post Base 2 SDWO15450. SDWCi5SO0 Strong -Drive SDWC TRUSS Screw 16 PB44, P644R, PM, PBS, P866R Embedded Post Base FL#13628-R5 3 SDWH19300D8, SDWH19400DB, SDWH1960ODS, SDWH18800D8, SDWH191000DB Strong -Drive SDWH TIMBER-HEI(Sorew 5 XU34SI01S. XU34B10165K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46, PBS88 Embedded Post Base 4 SOWH274000. SDWH27600G, SDWH27800G, SDVJI-12710ODG, SDWH2712DOG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 1s PBV6, PBV10 Round Post Base JW 1 Product Model. Number or Name S8518x24, SB718x24, SB1x30 Product Description SS Anchor Botts 5 6 SOWS16212, SOWS16300, SDWS16312, SDW518400 SDWS19800, SDWS1971Z SDWSS22400,SDWS22500,SDWS22512, SOWS22500, Strong -Drive SOWS FRAMING Screw Strong SDWS TIMBER Screw Grade) cowl O 19 PC44-16, PC46-18, PC48-16: PC64-16, P066-16. EPC44-16, EPC46-16, EPC48-15, EPC64-16, EPCSB-18 Post Cap 2 SSTB16, SST820, SSTB24, SSTB28, SSTB34, SSTB36, SST8I6L, 8ST820L, SSTB24L. SSTS Anchor Bolts SOWS22800, SOWS22900, SDWS221000, SOWS221100, SOWS221200, SDWS221500 -Drive (Intenor FL#35320-RO L 20 PC4Z. PC4R7, PCBZ, PCBRZ, PCSZ, PC8RZ, EPC4Z, EPC4RZ, EPCSZ, EPCBRZ, EPCSZ, Post Cap SSTB28L 7 SOWM3000B, SOWS2240OD8. SOWS225COD6, SOWS228000B, SOWS22800D8, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPCBRZ SDWS221000M ,§gyp( Product Model. Number or Name Product Description 21 PPB44-4Z. PP644-6Z Post Base 8 SDWS22312DBB, SOWS22512OBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5; DSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector W 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS, SDWS27400SS, SDWS2750OSS, SDWS2760OSS, SOWS27800SS, Strong-DrNe SOWS TIMBER SS Screw 2 F-CB43.5, FCB45.5, FCB47 5, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector '^ SDWS271000SS, SDWS27120OSS 3 FPHSD34Sl016, FPHSD3481016, FPHSD34B1018-5K. FPHSD34S1214, #10-15 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- Sec # Product Model. Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214. FPHSD34B1214-5K Drilling, Tapping Screws U) FL#10866-R5 1 CMST12, CMST14; CMSTCIO, CS14, CS16, CS16, CS20, OS22 Coiled Straps 11 STN22 Outdoor Accents Hear -Head Washer 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector M 0 ■ ■ 2 Hi HRSS, HRS12, FHA6, FHA9, FHA72, FHA18, FHA24. FHA30, MSTI25, MST136, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25, SSC6.251 MSSC2.25, MSSC4.25. MSSC6.25, Steel Stud Connectors gee # Product Model. Number or Name Product Description 3 MST148, MSTI60, MSTI72, S/MST27, SIMST37, SIMST48 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Twist Straps 6 MSSC4.25KW, MSSC6.25KW RCKW3, RCKW5.5, RCKW7.5, RCKW3S; RCKW5.5S Rigid Knee Wall Connector 1 2 FJA, FSA FRFP Foundation Anchor Flat RetIciit Foundation Plate 4 LSTA30, LSTA38, LSTI49, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) FLXIS363-R3 7 S0843.5, SCB45.5, SC847.5, SCS49.5. SC8411.5, MSCS45.5, MSCS47.5 Bypass Framing Slide -Clip Connector n 3 GH46-6, GH46-B, 01-148-8, GH48.8, GH4108, GH4105, GHW-6, GH66-8, GH68-6, GH68- Girder Harper 5 LSTA9, LSTA12. LSTA15. LSTA18, LSTA21, LSTA24, ST292, ST2122. ST2115, ST2215 Straps 33 mil (20 go) §ul Product Model. Number or Name Product Description 8 SCS32-5/97, SCS62-5197: SCS82-5/118. SCS82-51118 Bypass Framing Connector -0 �••a•• 8, GH610-6, GH61M 6 LSUSH3.25, SUBH3.25, MSUSH3.25 Bridging Connector 1 AS 18. AS 1SS5, AS 1888 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector 4 GLB6A, 01.858. GL85C, GLB5D, GLB7A, GLB7B, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 GLBT512, GSLT812, GLBT516, GBLT816, GLBT520, GBLTS20 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 MSTA36, ST6224, ST18, ST22, MSTC28, MSTC40, MSTC52 Light Twist Straps Straps 54 3 AS-20 20 ga. Truss Plate 11 12 SSB3.518 XLSH3461414, XLSH7881414 Bypass Framing Side -Clip Strut Connector 0 /L 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, ST6215, ST9, ST12, mil (16 go) 4 ASHP Hinge Plate Connector #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping V 7 HGT-2, HGT-3, HOT-4 Heavy Girder Tiedown 10 MSTC66, MSTC78; STS236 Straps 68 mil (14 go) Strews LU 8 UFPI0SDS3 Universal Foundation Plate 11 MTS12, MTSIS, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 X01S1018, X01111016-4K, X01S1214 X01B1214-3.5K, X078S1224, XQ78B1224-3K, 410.16#12-14; and #12-24 Strong-DriveX Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 Si SMI AI, 562.06, SW,37, S1B2.56, $182.68, VB3.12, StS3.56, S1B3.62, S/B4.06, Top Flange Joist Hangers FL#15730-R4 XQ114S1224, XQ11491224-2.SK, XQ112SI224, XQ11281224-2K. X3461016-5K, X1S1018, X1B1016-4K, XlS1214, X1B1214-3.5K Tapping Screws a Y�� 13 SM4.12, S1B4.28, SI64.76, S85.50 SIBA2.1218, SOA2.12110, S/BA2.12/12, SIBA2.12/14, S/BA4.18/8, SJBA4.18110, Top Flange Joist Hangers Sea !t Product Model. Number or Name Product Description Z SIBA4.18J72, SBA4.18/14 1 ET -HP Adhesive Anchor for concrete Z 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM50, GDPM-75, GDPM-100, COPS, GW-50. GW-75, GW-100, GTH Gas -actuated fasteners and assemblies d 15 SIHD8S, SIH08B, SJHDIOS: SfHD10B, S/HD15S, SIHO158 Holdowns 3 PDPA, PDPA-K, PDPA-MG, POPAT, POPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 SHDU4, SIHDU6, SIHDU9, S1HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 -J 17 S1JCT, SIHJCT Joist Hangers 4 SET3G Adhesive Anchor for concrete a SHEET NO. August 10, 2022 PA 1.3- MIAM�[9IADE -na W COUMY �► PRODUCTCONT14OL SiGTIM 11905 SW 26 stneS Raamv 2O8 DEPARTMEW OF REGULATORY AND EC0*togfIC RESOUSCES PIER) Mi=L Plod& 33175 2474 BOARD AND CODE AMMMTRATIONDWIS -K T (736) 315-2"0 F (7W 315-25" NOTICE OEACCEPTA''�iCE (1-40A) Wra.sa MMAadareMreroao=v PGT Industries, Inc. 1070 Techn©loE Drive, North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and replatians governing the use of construchoumaw ials. Ilk - documentation submitted has been reviewed and accepted by Miami -Dade Grandy RER Product Coutroi Section to be und in Ma= Dade Co=y and Qdm ueen where alkvn4 by the Au tculy Hav rug Juri &t (AHI). This.NOA shallnot be valid after the expiration date stated below. The Miami ]Jade County Product Control Sec Boma (In Nfiami Dade County) antl/orthe AHJ (in areasother than Miami Dade Gamey) reserve the right to have this prodL%ct"mderWk--4edforqudtqazmranrepuqmes.Iftzpwdudornudenalfuhtopedotminiheaccepte4 manner, the tnaw6ctuver will incurthe expense of such testing andthe AlUmayimmedutelyrevoke, ma&fy, or suspend the use of such product or matmerW within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined byMami-Dade CountyProduct C'oahvi Section that this product or material fails to meet the requmme is of the applicable building code_ This product is approved as deseribedhemm and has been desieped to comply with the Florida Building Code, including the High Velwity Hun icane Zoe DESCRIPTION: Series "557V- 770" Vinyl Sliding Glass Door (Rtinferced) s 1wo 902 & 13 0 corners-L-M.I. APPROt► :AL DOCL -T: Drawing No. MD-5 70.0 RevB, titled "limy! Sliding Glass Door NOA (LW-- sheens 1 through 21 of 21, preparedbymanufachuer dated 10105115 and last revised on 02/01121, signed and sealed by A. Lyon Miller, P.E.. bearing the N(ianhi-Dade ComtyProduct Control Revision stamp with the Notim of Acceptance number and expiration date by the hf mm-Dade County Product Control Section- 3IISSUX LMPACT RATLNG: Large and Sman3 mssile Impact Resistant limitations: 1. See table 1 (sheet 2) and table 2 (sheet D for applicable SGI) unit size, des* pressures, reinforcements types, glass types, sill riser (see tables B-1 & B-2. sheets 7-8) and anchor layout sheets requirements in 11 thru 16. 2. Rigid White PVC, Tan (Noes -white) Rigid PVC and Brown coated (Pamimed or laminated) white Rigid PVC to be labeled per referenced NOA'srequ itements_ 3 _ Egress operable doors must comply with min clear width or height per FBC requirement as applicable. 4. Pocket walls under separate agprrn; al, to be reviewedby Budding official LABELING: Each unit shall bear a pemmuent label with the nnamtfactarees name or logo. city, state and series and following stateme a '?A= i-Dn* County Product Carol Approved", noted he eaL RENEWAL of this NOA shall be considered after a renewal application has been filed and theme has beeano change in the applicable budding code negatively affecting the perfamance ofthis product_ TERAW ATION ofthis NOA wi11 occur after the eapurairi n date or if these has been a revia m or change is the materials, use, and/or ofthe product orprocess. Misuse of this NOA as anendotseme-n of auyprodact, for sales, advertising or any otterputposes shall automakc ally terminate this NOA. Failure to complywith any section of this NOA shall be cause fortermination and removal of NO A- ADVERRTISEME>'T: The NOAaumber preceded by the words Maori -Dade County. Florida, and followed by the expuatumdate maybe di,splayedinadcn~rtisinglikerature. If ansypodwaoftheNOAisdisplaye,d, then it shall be done in its entirety. IN SPECTION: A copy ofthis entire NOA shall beprovided to the user by1 he mazaActuser or its distributors and shall be available fnr inspection at the job site at the request of the Building Official. This NOA revises & renews NOA 420-t 09.05 and consists ofthispage* 1 and evidence pages E-1. E-2, E-3. E 4. E-S & E-6 as well as approval docuanmt mooned abo v.- The submitted docutmeniation was mriew-ed by Ishaq L CU nda, PE, sysar�te' re t: N(iA Na 21-026.43 Expiration Datet April 14, 2626 /11,7 Approval DatoAlarrh ,'15, y$:1 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB39rTED 2. Evidence Submitted under previous submittal A. DRAWINGS 1. Drawing No. MD-5570.0 Rev B, tilled -Vinyl Sliding Glass Door NOA (I.M)" sleets 1 d matgh 21 of 21, preepared by manufacturer. dated 10,05/15 and last revised an 0412220, signed and scaled by A. Lynn Miller, P.E. B. TESTS 1. Test reports ow 1) Air Infiltration. Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loadingper FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pie Loadingper FBC, TAS 2003-94 along with madwdup drawings and installahm diagram of all PGT Industries, Inc. representative, units listed below and tested to qualify Dowsi1791 and Dowsii 983 silicones, prepared by Fenestr ion Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 0910114 FT L-20-2107.1. PGT SGD780 Alum Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Ahm O utsw- ng Casement Window (tunic 8 in proposal) F1Z-20- 2107.3, PGTPW7620A Ahm innml Fncd %endow (unit 9 in proposal) and FTL-20 2107.4. PGT PW7620A Al minuml Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega. P.E- C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 76 Eldon (2020), dated 04/22/20, prepared by manufacturer_ signed, and scaled by AnihcmyLynn Muller: P_E_ 2. Glazing complics with ASTME1300-04, -W. -12 and -16. D. QUALITY ASS'MANCE Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERLAL CERT FICATIONS 1. Notice of Acceptance No.19-0305.02 issued to Kurarac America, Inc. for their "TrosifolS Uhniclear, Clear, and Color PSB Glass InterlayerC. expiring on 07/0824. 2. Notice of Acceptance No.17-0803.02 issued to Kuraray America, Inc. for their "Sentr yGhsg, (Clear and White) Glass Interhyers ", expo- mi g on 07.04023. 3- Notice of Acceptance No_ 18-1106.10 issued to Vision Extrusions Limited for their Brawn Coated (Painted or Laminated) Alike Rigid PAC Exterior Extrusions for Windows and Doors". Wiring on 09/30124. 4. Notice of Acceptance No.18-11M.11 issued to Vision E=W= Limited for their series "VE 1000 Tam 202 and lighter shades (Non -White) Rigid CeOular PVC Exterior Extrusions for' ►Windows and Doom, expiring on 12/29421. r Ishaq L Clwmda, P.E. Product Control Unit Supervisor NOA No. 21-412 05.03 Expiration Date: April 14, 2026 Approval Date- Mareh 2a, 2021 E4 PGT Industries, lur. NOTICE OF ACCEPTANCE: ENZDENCE SUBMITTED 1. Evidence submitted under previous NOA :�. DRAWINGS 1. Mamnfac urer s die drawings and sections. (Submiffed under A'+ AX& 11-0107:04) 2. Drawing No. 3D3-5570.0, titled `Vinyl Sliding Glass Door NOA (i j", sheets 1 through 21 of 21, prepared by manufacturer, dated 1t05/15, with revision A dated 04105117, signed and sealed by A. Lynn Miller, P.E. B. TESTS 1- Test report on 1) Uniform Static Air Prcwm Test, per FBC, TAS 20244 2) Large Missile Impact Test per FBC. TAS 201-94 3) Cyclic Wind Presrme Loading per FBC: TAS 203-94 along withmaticedup drawings and mstallatioa diagram ofvmyl sliding glass door prepared by Fenestration Testing Lab, Inc., Test Report No. FTL $717, dated 12X7,45, signed and sealed by Idahmis Ortega, P_ E_ (Pest report revised on 02/15116 and 02,24116) 2, Test wort on 1) Air Infiltration Test, per FBC, TAS 20294 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Reece Test, per FBC. TAS 202-94_ 4) Lambe Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked —up drawings and installaiion diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 1 I.-W15, signed and sealed by Idalmis Ortega, P_ E. (rest report revised on 01104116 and 024112016) 3. Test report on. 1) Air Infiltration Test, per FBC, TAS 202-94 2) Unfforn Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressmm Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up draw'mgs and msWlafton diagram of vinyl sliding glass door, prepared by Ftor Testing Lab, Inc., Test Repot2 No_ FTL 85 t7, dated 1 "04/ 15, signed and sealed by Idalmis Ortega, P. E. (Pest report revised on 02115/16) 4. Test report on 1) AirInfil%tion Tess. per FBC, TAS 202-94 2) Uniform Static Air Pressure Test. per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 4) Up Mssie Impact Ted pet FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 20294 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab: Inc., Test Report No. FTL W 48, dated 12/04,'15, signed and sealed by Idakmis Ortega, P_ E. (Test report revised on 0IM116 and 02111/16)- '[r�l L`I,r.I, Iakaq L Omm ia, P.E. Product Control Unit Supervisor NOA No. 21-0206.03 Expiration Dater Apri[ 14, 2026 Approral Date: March 2;, 2021 E -1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continue) 5. Quanex Part Surer Spacer Standard dying with ASTM C518 Thermal Conducthri y 0.891 BTU -in/ iu.-ftx"F, AS"IM F 1249 WVTR Pass; ASTIR D3985 Oxygem-Pass, AS71M E 2190 I.G_ Durability No Fog Pass. (Submtkied under pretions ' OA 7 v. l S-l1409. J5) 6. Quamx Part Dar sea al complying with ASTM C518 Thermal Conductivity 2.22 BTU -ice hr_ W'F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Perms -Pass, ASThd E 218-0 I.G_ Durability -No Fog, ASTM E 546 Dew Point Development 20-F in 48 his. (Subm #kd underr N10.4 A'a 1 "46P.05). 7- Viin Fxtrte`sws Ltd_ Parts comply M with PVC-AAMA 303-13. VohtntarySpecification for Rigid Polyvinyl ode (PVC) Exterior Profiles for Vision Extr� Ltd. -VEX-1 by AAMA Fenestration Exterior Profile Certification Program. (Subm wed under NOA IV& 15- 0409 #5) 8- Vision Extrusions, Ltd. Parts complying with PVC-AA1vL4L 303-13. (Subwiffed under N'04 No. 15-0409.05) 9_ PVC-AAMA 303-13, Voluntary Spin fair Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrnusiomns, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program 10. Notice of Acceptance No. 184217.14 issued to Energi Fenestration Solutoonn. USA, Inc. for their -Yan 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02/04,21. 11. Notice of Acceptance No. 184122.02 issued to Energi Fenestration Sohtti m, USA_ Inc, for their series `White Rigid. PVC Exterior Extrusions for Uludows and Doors'- expiring on 02J2923_ 12_ Notice of Acceptance No_ 30-0203.03 issued to Energi Fenestration Sohrtion, USA, Inc_ for their "Broome &right shade cap coated White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 04.11625. F. STATEMENTS 1. Statement letter of conformance to FBC 7& Edition (2020), dated 04.22,20. issued by mamufketum, signed and sealed by Anthony Lynn Millar, P.E. 2. Statement letter of no financial interest and of independent, issued by manufacturer, dated 04/18120, signed and sealed by AuthoioyLyrn Mtikr, P.E. 3. Private Labeling, Agteemmt document between PGT. dated 0313OV15 and signed by all involved parties G. OTHERS 1- This NOA revises NOA817-0428.06 (PVTw/CGI) and updates to FBC2020 (7& Edition-t Wiring W-121- 2. RER Test proposals #19-1155 dated 0111020 approved by Ishaq i_ Cbanda, PE. expiring 04/142i_ r ldmq L Chands, PF. Product Coubmi Gait supervisor NOA. No. 21-0205.03 L"iration Date: April 14.2026 Approval Date: March 2a, 2021 E -5 PGT Industries. Inv. NOTICE OF ACCEPTANCE: EVIDENCE SUBAIITTED B. TESTS (continued) S. Test report an 1) Air Infiltration. Test, per FBC, TAS 202-94 2) Uniftoan Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 6) Foiced E» ley Test, per FBC, TAS 202-94 along with mari-edup drawingsand installation diagram of vinyl sliding glass door: prmepared by Fenestratiomn Tmtmg Lab, Inc., Test Report No. FTL &5 49. dated I I ft'l5, signed and sealed by Idalmis. Ortega, P. E. (Test report revised on 12/04/15 and 02-1 V16) 6. Test report on 1) Air Infirilattion Ted, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 20294. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Presww Loading per FBC, TAS 203-94 along with mmkedup drams and mstallatiomn diagram of vinyl sliding glass door, p"rep2red by Fenestration Testing Lab_ Inc_, Test Deport No. FTL 8.552, dated 12V4125, signed and sealed by Idahnis Ortega, P. E. (Test report revised on 02/15.2016) T Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Misisde Impact Test per FBC, TAS 201-94 3) Cyclic Wend Prey Loadingper FBC, TAS 203-94 along withmadcedup drawings and installation diagram of%myl sliding glass door, pincpared by Fenestration Testing Lab. Inc., Test Report No. FTL "38 (samples A-1 thru A-22), dated 1149110, signed and sealed by Jorge A. Canso, P. E. (Subre Ned underNO 4 No.11- 0107.04) 8 Test teport on 1) Air Infiltration Test, per FBC. TAS 2(2- 4 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94_ 4) Large Missile Impact Test pmerFBC, TAS 201-94 5) Cychc Wind Piess re Loadingper FBC, TAS 20394 6) Forced Entry Test. per FBC, TAS 202-94 along with marked -up draw mgs and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc- Test Report No_ FTL 6337 (samples A-1 thru A-5), dated 12106110, signed and sealed by Jorge A. Cam, P. E. (SubmiNed render A10.-4 X6.11- 0107.09) C. CALCULATIONS i - Anchor- vaimfu2tion c&ulatxm and structural analysis, complying with FBC-2014, prepared by PGT_ dated 11094 Sand last revised on 02/15/16, signed and sealed by An& myL Miller, P.E. (Submiffed under NOA Na.15-1210i 01). 2. Glazing cotes with. ASTME-1300-09_ Ishaq L Chaada, P.E. Product Control taut 5ep"sor NOA No. 21-0205.03 Expiration Date: April 14, 2026 Approval Dater March 15, 2021 E 2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EX7MENCE SUBMITTED 3. New Evidence Submitted A. DRAWINGS I. Drawing No. NEI 5570.0 Rev B, titled "Vinyl Sliding Glass DoorNOA aW, sifts 1 through 21 of21, prepared by nlanlufactrtrer, dated 10/05/15 and last revised on 02/01r121_ signed and sealed by A. Lynn Miller, P.E. Note: This revisiom consists replacement of same existing installadon screw with flat head_ B. TESTS 1. None- C. CALCULATIONS 1_ None- D. QCLALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER)- E. MATERIAL CERTIFICATIONS. 1- Notice of Acceptance No.19-0305.02 issued toKuraray America, Inc. fortheir "Tr osifolS Uhradear, Clear, and Color P`B Grass Intedayers-, expiring on OV08fo4- 2. Notice ofAcceptance No.17-080&02 issued to Ku ara3 Via, Inc. for their "Senn y Cb t (Clear and %ite) Glass 1nteriayws7- tag on 07/0423_ 3_ Notice ofAcceptance No.18-1106.10 issued to Vision Extrusions Limited for their `Brown Coated (Fainted or Laminated) White Rigid PVC Exterior Extrudons for Windows and Doors", expiring on 09/30/24. 4- Notice ofAcceptance No.19-1106.11 issue l to Vision Extrusions Limited for their series "A'E 1000 Tan 202 and lighter shades (I4on-1Tei hie) Right Cellular PVC Exterior Extrusions for Windows and Doors". expiring an 122921. F. STATE-AffA-TS 1_ Statement letter of confmmance to FBC 7a' Edition (2020), dated 02,01121, issued by mamufach men: signed and sealed by Anthony Lynn Miller, PE, 2_ Private Labeling Agreement dated 03.108121 between PGT Industries, Inc. and CGI Windows and Doors Inc., signed by Dean M. Ruadc, P.E., V.P. EngiaeeW, on behalf of both cce[tpanies. G. OTHERS 1. This NOA revises & renews NOD.A# 20-0429.05 (ILAw/CGI), expiring 04114/26. 2. The current associated PLA CGI file 21-020.01, Wiring 04/14126. E -6 I �t,7 i. z4"nJ6. Ishaq I. CUR&, P.E. Product Contral Umit SgmTiwr Nor'► No. 21-020SA3 Expiration Date: April 14,2026 Approval Date: March 15, 20:1 PGT Iudnstrie%llac. NOTICE OF ACCEPTA=''wCTr: EVIDENCE SUBMITTED D. QUALrrY ASSURANCE 1 Miami Dade Departmew of Regulatory and Economic Resources (R.ER)_ E. MATERLAL CERTIFICATIONS 1. Notice of Acceptance No.15-0328.14 issued to Vision Extrusion Limited for their "White Rigid PVC Exterior Extrusious for Windows and Doors", dated 08.43115. expiring on 09?130/19. 2. Notre of Acceptance No. Ib-0920.08 issued to Vision Extrusu Limited for their -'%T 1000 Tan 202 and lighter Shades (Dion -White) Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/09,16. expiring on 122921. 3_ Notice of Acceptance No.15-0528.15 issued to Vision Extrusion Limited for their Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 0&113115. expiring on 09130119. e- N 4. Notice ofAccccptan o:14-0712.02 issued to ENER.GI Fenestration Solutions USSR, Inc. for their "TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior Extrusions for windows and Doors" dated 09115116, expiring on 01104i2I - 5. Notice of Acceptance No_ 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their' Bronze and Lighter Shades of Gap Coated Rigid P-VC Exterior Extrusions for Windows and Doors" dated 09/15116, expiffig on 04,116120. 6. Notice ofAcceptasm No-14-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for- their "mite Rigid PVC Exterior Extltusions for Windows and Doors" dated 0&IM 7, expiring on 0128118. 7. Test reports No(s). 10-002-792(A), 10-06-MO527, 535753-09. per ASTME-84, ASTIVD 1929 and ASTUD-635, issued by EXOVA to Vises Extrusion for cellulosic composite material (SubmNed under Af+ A Ato.11-0107. 04) 8. Notice ofAcceptance No.14-0916.0 issued to Bauraray America., Inc. for their "Selrtr w Glast (Clear and White) Interlay-ee, expiring on 07104/18. 9. Notice of Acceptance No.16-1117.01 issued to K-ay America, Inc. for their Tresif619. Ultraclear. Clear and Color PA'B Interlayers' expiring on 07./08119. F. STATE-1iEI4`TS 1. Statement letterofconfomnance withFBC-5thEditioan (2e14) andFBC-6t*Edition (20171 issued by manufacturer, dated 0&'14/17, signed & sealed by Lynn Miller, PT- 2. Statement letter ofno fituancial interest, dated 04/18t1 T issued by manufactures, signed & sealed by Lynn Miller, P.E. 3. LetW of lab compliance, part of the above test reports. 4. RER Test Proposal. No.17-0387, dated 05/05117, signed by Isbaq Chanda, P.E. G. OTH£R 1. Notre of Acceptance No.15-1210.01, issued to PGT Industries, for their Series 5570112770" Vinyl Sliding Glass Door (Reinforced) - L.M.L". cqmrmg on 0444;21 _ lskaq L Chaada, Par. Product Control Unit Supervisor NOA No. 21-02051.03 Expiration Dater April 14, 2026 Approval Date: March 26, 2421 1-3 -4-... CD N L Cn —Cu U CD O 2 s= cU 'a f N 0 s� 0 O LL O .w L -0 lcnu E O 2 Q H-0._Cn<C C tZ Z W J M 0 N c*1 �. 0 cm W 7 W LU CD L O LL ci a C f4 ( ) N Vf C I..L 0. (C O y.. N Q eV N � O Q N � > E s c L d Q7 � J d C U C E f0 � p- it O CU Cis O CL CL Q U 0 CL SHEET NO. PA 1.4. August 10, i i I l- I - 1 I if l I W" ''^' - -- CD O (� N O -ate U MIAMI.OADE MIAMI-DADE COUNTY C t- O O L PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC O Co -0 A- DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 i •6-' (1)T BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED a 0 - NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 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 O 0 O O t` CD - L � (D Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 Cl Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of I, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of ca e 0 LO 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 O � O > SCOPE: "" Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by "Cast -Crete 4, 6" & 12 LT4612titled "Cast -Crete 4 ", 6" & 12 "Lintel Safe Load Tables'; sheets 1 , Lintel Safe Load Tables'; sheets 1 through 3 of 3, last revision dated 06/12/14, all E a)O 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 April 28, 2003 both through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. E., on 08119114. to O 4-0 CL The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed b Craig Parrino, P.E. 8 gn Y % revision dated March I1, 2008, all signed and sealed by Craig Parrino, P.E., on Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (�) 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculations for Cast -Crete Lintels, dated pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS d sealed b prepared by Craig Parrino, P. signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05/29103, 207 pages, prepared by Craig D. QUALITY ASSURANCE I. By Miami -Dade County Department of Regulatory and Economic Resources (RER). PIZ' 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 or Cast -Crete Lintels, dated 05129103, 140 pages, prepared b Craig f P % P P Y S E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the Hi Velocity Hurricane P PP gn P y High ty Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS I. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT.• Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on 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", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual far 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 "Cast -Crete 4 6" & 12 Lintel Sae Load Tables'; sheets 1 through 3 o 3, prepared b .f % f P P Y 1. None. County logo. Craig Parrino, P. dated March 24, 2003, last revision dated March 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1 None C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (REIN. MJ any section of this NOA shall be cause for termination and removal of NOA. 1. None, D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 0810&117, signed & sealed by Craig Parrino, P. E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E4 andCM E-5 as well as approval document mentioned above. ilmy A. Makar, P.E., M.S. elm A. Makar P.E. M.S. y !n lLf l� �( Maker, P.E., M S. �Cont N The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Pr uct Control Section Supervisor Pe Pro uct Control Section Supervisor l Product Control Section Supervisor m .� NOA No. 204630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 cm ua M J7 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11i2023 co 6 L-- og�2o J Zo Z G Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 0100/2020 LU 5 C.., M Pagel E-1 E-2 E-3Lna o (n N N t Q 3 C f0 N Y ° y L r � C d � +•. Q •3 R • u o c Q� E 0 c. 0 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. L C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 0810&117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- CU � A. DRAWINGS Crete USA, Inc., dated 06111120, signed & d byCraig Parrino, P.E. O 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of \ Q 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. /' c- LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I O Q 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 V January 22, 2019. =3 0 B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE +� M 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). U M E. MATERIAL CERTIFICATIONS =:3 Q 1. None. O_ —0F• OTHER 1. Article of Conversion for a name change. O t_ �. w C-Ae my A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. g (3)Product Control Section Supervisor Product Control Section Supervisor Z J NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-4 E-5 d SHEET NO. August 10, 2022 PA 1.5 I I I I I ll ' __ 1 I1. ,,, I-L-LIL I I ' - `I 1 11 _ _I _ I 1 _-L I-1_ — - l I 11 11" Bi v i Z.40 PROD[)CT6YAI�LATIOIV WPQRX&1�20m2a07 Z PRODUCT YVAs.r7ATIM REPORT PTO. 204ra AI 3 ■ ■ L ■ G \,/ fir/ 11��i. TILLIT TESTING G ENGINEERING COMPANY ----- - 2.2. TEST BEPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 6 MATERIAL CHARACTERISTICS AND,4IPECIFICATiONS: Shall be strictly in accordance with General Notes and Components indicated on ATTRR A. w TILLIT !R : PE 1711CCO�wBD)-.1, 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing YL C 1� WX*7 y 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 at Testing, Inc., Reports # 96-569 dated 08/0911996, #96.570 dated 09118/1996, 26, of Product Evaluation Document (P.E,D.). drawing No. 20,176, PRODUCT EVALUATION REPORT #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P_E., Fenestration Testing Laboratory, inc. reports # 2032 dated 04116/1998 and # 2126 dated 10/05/1008 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONS OF USE, REPORT NO., 20-0720.01 0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT CATEGORY: Shubert signed and sealed by Frank Grate, P.E. prepared by Tllteco, Inc. and signed and sealed by Wetter A. Tillit, Jr„ P.E. PRODUCT SUB -CATEGORY: Stone Panels 2.3. STRUCTURAL ENGINEERING CALCULATIONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as do 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind bad and panel MANUFACTURER: Global PwIiii0on Products length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be Installed Into poured concrete, concrete block, and section 1616 of the Florida Building Code. Calculations prepared by Tifteco, Inc wood frame structures 48M S.W. 51 Street dated 11/03/08 and 03112115, signed and sealed by Walter A.Tillit, Jr_, P. E. Davis, Florida33314 1. PURPOSE OF EVALUATION: 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License This is a Product Evaluation Report Issued by Warr A. Tlllit, Jr., P.E. (System Large missile Impact under section 1826 of the Florida Building Coda, as per TAS 201 Protocol. No. 44167), President of Tilisco, Inc. (Florida CA-OOOe719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 6IG20.3, Method 1 D of the Florida Department of Business and 4.WIND LOADS_RESISTANCE: tit' „!?L+'1j Professlonai Regulation_ 20 Gage Galvanized Steef Storm Panel has been verified to sustain wind �rmr� y�ytQ '' CEN ' This product is being Issued an Evaluation Report as described herein, and has pressures. Maximum panel I � length shall boas Indicated on streets 8, 10, 14. 15, -- I -�\ z - 17 44 8 been verified for compliance In accordance with the 2020 Seventh nt Edition of the Florida Building 18 19 25 and 26 of 26 of Product Evaluation ro a uatian Document P.E.D.. draws No f ). n9 20.176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, - _ - — 3 4r --'* ''i` _ Coda, and to verity that the product is far the purpose (Mended at least equivalent to that required by the Code. 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), ?; +^�2jpo •, STATE OF drawing No. 20.178. / �,c••.•• 10R19 .:' N', S/ONM This Product Evaluation R art shall be su ect to review and revision in rise of Report subject ,�O a Building Coda change that may affect its Ilmitations and conditions 5. INSTALLATION: "IHNN,IE,MI"` Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED sheets 3 thru 7, 10 thru 20, 23. 24 and 26 of 26, of Product Evaluation Document �.1AT LTECO ADMON RECORDS k P. E. REPORT-20 1 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE 2.1. PRODUCT EVALUATION OOG�l61IIsI1_IP.ED.1: (P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANEL(DRWO426-t761REPORT 12D872&01 Drawing No. 20-176, i led 020 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176. sheets 1 thru 26 of 26 prepared by Titteco, Inc,; signed and sealed by Wetter A. Tillit, Jr., P.E.; dated 07128/2020. This drawing is an integral part %,Mrs" ,%61111111brrlrNr Evaluation Resort.P�A A, r! l� �+ A T?Ct f —: No, 44167 -4gi67 : ' _ / i : STATE OF 1,541,%fitOAIOP . �� •kFes •....'. • �� a O, ,-It0RI0 ..'AY .yh J ...4 Cra� 6355 N.W. 36th Street Mite 305, Miami, Florida 33l66 -Phone: (305) 871-1530 -y ,W,P'PA 1 hP'�NInNIA111k,00;` /11 , �LTE C�,N - T TESTING A ENGINEERING COMPANY WALTERA.'r)LLIT, nL, P.E. tittewg4oi.wm PRODUCT EVALUATION REPORT rl.Pr Lk-N. 4467 HL l.A. 1,Im.,0.11%119 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protactiw2 Products. LLC 4800 S.W. 51 Street Davis, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. T1111k Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. $1020-3. Method 10 of the Florida Department of Business and Professlonal Regulation. This product is being Issued an Evaluation Report as described herein, and has been verified for compliance •n accord with a 2020 Seventh Edition of the once l accordance the n Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (p.E m. Drawing No. 20-175, titled 124 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tllteco, Inc.; signed and sealed by Waiter A. Tillit, Jr., P_E,; dated 07/2712020. This drawing is an integkoTWMtIt/+�ri 141 Hs Evaluation Report. } � r_�•� 1GEN ... 4 `Yk4167 7r:1"-�P. Tk *E _ / ` STATE OF i� s y�cF. FLORtOP..`�4'i' 6355 N.W. 36th Street, Suite 305, Miarai. Florida 33166 - Phone: (305) 871-1S4rtMtA(3b3�A89i-I531 PRODUCT EVALUATION REWRT NO. 18-6727.02 Z 21 T'ESTFMEQR?Q: Large missile impact load tests were performed under SSTO 12.H standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3 per ASTM E-330. Test reports prepared by Amedcan Testing Lab of South Florida, Report # 0814-01-01 dated 03111/02 witnessed by William R. Mahner, P.E.. Bortz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code, Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. SCM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 16KM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 0 3. STRLICTUR 1L ENGINEERING CALCULATIONS-24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1804 of the Florida Building Code. Calculations prepared by Tlltsoo, Inc„ dated 12118/10 and 08/27/13 (for this revision), signed and sealed by Wetter A. Tlillt, Jr., P.E. 3. MISSILE IMPACT RESISTANCE; Large missile Impact under aection 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard 201. rd and TAS 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 1S of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11, 13 thru 16 and 18 of 18. of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Sled Storm Panel has been verftted for code compliance to work as anon -porous storm shutter assembly, as per SSTD 12-99 Standard. PRODUCT EV I, )ATIO"XMT NM 29472701 3 5. INSTA,I,AIION: 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 shalt be as indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. 1A_MATEIRiALC_HARACTERISTICSAND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7 LiMiTATIQNS AND CONDITIONS OF USE; 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E,D.), drawing No. 20-175 prepared by Tilteco. Inc_ and signed and sealed by Walter A. TIIIII, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Fi Lida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures, Product Evaluation Report prepared by Welter A. TAlit, Jr., P.E. (Florida License No. 44167), President of Tifteco, Inc. (Florida CA-0006719). WAnLL D_1 TILTECO ADMON RECORDS i P, E. REPORT.201 GALVANEWO STEP( STORM PANEL l DRWG # 20-1761 R -6--I Cll a) = Cn _ CO N C N O � -0 c cc-0� CM 0 - c "0 Q � 0 Q c 0 LL- Cn CIO p CC > . - _0 E Cj) Q Cn 4O cu Q. 7 u pra 0h; FFA no FFA 7? It G�EN�•N1EpRpA�L� NOTES: COMPONENTS FOR REGULAR dt UFE SAFETY STORM PANELS i/4. 2/4, 3/4, 4/4. 5/5, 7/5, .p,.eA,pp..A>o.yE...: a 3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. stucco OR WOOD BOARDS K FOUND O N THE - - - (SCALE 1/2- 1' 1 W 10, 2W 10, IBAOAlSB ROGA6LMl��a10lr1 Ee■� COSTING WALL N CNOas SHALL ICE LONG ENOUGH TO REACH THE MAN STRUCTURE BE INO SUCH PANELS. / / 3W/10. 4W/10, 6/5 1 SMRM M04M SOWN ON II•i PROCKT EVALUMN DOCUMENT tPr.D) HAS BEEN VERIFIED FOR COMPLINCE IN ANCHORAGE SHALL BE AS MENTIONED IN B.i) Ave IN 8.2). _-_____ .___---_-_- -...-- -_ -. _._ -MAN- (TOTAL WCTH) -- - - ---- - -- - ---- _. _..---- __ --- - .15195- MAL WCTH)- - -- -- --- -- 5W/10, 6W/11 & 7W/11 ACCORDANCE WITH THE 2020 (7M EDITION) OF THE FLORIDA BUILDING LODE (C) To DMTBU: ROOD UNIN SPrAr OL, _ - - - DESCH WIND LOADS SHALL BE DETERMINED a PER SECTION 1620OF THE ABOVE MENTIONED CODE. - I TAPvbn ANCl,ORS. AS MNvuMCtuRED BY I.TW. BunaEx, INC 12-5CO' •~1MtN}..- - --- ---- - --- ,-- 6.230'-- - ---- Y MAX _ ANCHORS: ,D WOOD SEE SECONCRETE CTIONS Oq�S1O 15 o to t 9- - - Y MAX_ FOR A WIND SPEED AS REOIRRED BY THE JWWW ON WHERE THESE SIJTTERS WIl1 INSTALLED ANp - Ir14-10 PAELAMTE FEMALE C AND PANELMATE PLUS ANCHORS. AS: MANUFACTURED TH ELOD CONSTRUCTION PRODUCT'S -- -_._ FOR DIRECTIONAUTY FACTOR Ad-D.1lS. I15RO ASIDE 7-16 AND SFIYl NOT I7KEED 1/E IIVfIWWA (RSA.) - 1/N'• LAG SCREWS PER N.O.S. i / i 1.3po 1. 1. ..500' - ;-N.500' !1• lap -- I 11 1" MIN. DESIGN PRESSURE RATRCS INDICATED ON SHEETS 7 THRU 12. 14, 1S, 16, t9 t XI. - 7/16*0 . 5/r WOOD BUSHING. AS DISROBUTED BY ALL PONT SCREW, SOLT t SPECWJY Co. I I •♦,.. 14 _ ::r -L/N♦ o.oar pw. Tlwx / 3sD•-., A 6 0 - . o A._ .6 i 4 _-_..____ -: _IN ON" TO VERIFY THE ABOVE CONORCN. ULTIMATE "ON WIND LOOS OETERY�D PFF ASM 7-16ON 1• T ` �•�- "LW*X=A� -r •i D.114. 0,O,®+® I - - i I -------- ----C2 THREADED ALETRA.TON OFOF lAC SCREW, INOO THE W000 FRAME IINIT ISWALL eE AM 2' FDR GCO tE RATS TEE-- 1, o TYP ASTy - f-T-1—j--T- -r--r--T-T---� - i- --' i__r_T_1__T__T--'1_-T-_T__ --_ . 1s1Ai1 BE F/bT ItFDRICEO ro a ;D. OEDGN WAIO LOADS er MIA71PLY6KN tHEEi Br o.6 IN ORDER TD )AND PANFIWLE FETAALE IO. / /�' " ` -.,E1 o.Nur Mw. Two rR]HIEO. hit i cMOE so ppryEO . ` _ ?. PEN COMPARE THESE W/ MAX (ASD DESCH PRESSURE RATINGS INDICATED ON SHEDS 7 THRU 12. IN, I5, 16, ,9 A 20 A / I `R 2.67• QAL_ aTEFI EDGE�7- / / l I -may ";ir., G-Qo QkV. wk / 4 3 . 4a4-®.©IN ORODR To V4TPY TINT ANCHORS ON THIS P.ED. AS TESTED WERE MOT OVER STRESSED, A 3AL INCREASE IN ALLOWABLE ) PENETRATION INTO STUC.'CO SML BE CONSIDERED AS PART OF THE REQUIRED THREADED POO IATiON 2 * U __ _ _ _ _ _ _ GRADE �� OCTAE AJ - 2000' ,2�•r�i-,,P`��-Typ , �� L � I o STRESS MDR WILD LOADS WAS 99L USED IN THEM ANALYSIS. FASTENERS SPACING TO WOOD 14AS SEEN DETERMINED IN -7'_ --- - 0-so UALY T `'-' _ _ _ _ - . T ' r. C,3) MINIMUM DGE DISTANCE OF LAO SCIREWS. INTO AS INDICATED IN TM DRMWNC j STORM ACCORDANCE 'S A N.D.S. 3FOR C.a7 AMNMWIM EPETATRATION D< HOOD BUSING SHALL WOOD / 1/4�' Ur-20 SCREWS USED SNLA BE , i/2' LONG /•NIYUM _ _ - - - _ -ILL - _ _ _ _ 4_. _ _ _ _ . ` AL A _ 4a3 I _.L_ �..- �L�_ OD STORM PANEL'S AOEIXAKY FOR IMPACT AND WIND RESISTANCE HAS BEEN VpiliII IN ACCORDANCE WITH SECTION 1626 OF i - i. ,, -t_ I THE ABOVE MENTIONED CODE AS PER HVIOUDINE ENGINEERING t TESTING INC. REPORTS 96-569, 96-570 t 96-T30 AND FEJE57RATION TESTING l/0 MC.. REPORTS %2032 R i121 Y6 . AS PROTOCOLS TAS-tot, iA3-2O2 MIO TAS-203. SHOULD STUCCO IX6T, AND 1 MOWTIM FOR WALLS WUIN NO SIt1C00. - _.. __.--6.250' - - _ _ _ AS WJU AS AMERICAN IEST LAB OF SOUTH FLORIDA REPORT 00219.01-09, AS PER TAS 20i. TAS 207 AND CS) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANGS. STUCCO OR w000 DOOM05 BE FOUND ON THE DUSTING O STORY PANEL ® END STORY PANEL --• - -�-- -- i - - - ,- -- TAS 203 STANDARDS. HALL. ANCHORS SHALL BE LONG ENOUGH lO REACH THE MAIN STRUCTURE BCwNO SUCH PANFL5-.--2.197' --- . �__ _ ,- , _ 1 R - -. _ _ .- - I H 2 ALL ALUMINUM EXTRUSIONS TO BE 5063-TO ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 ANCHORAGE SHALL at As MENDONEO N C.0 C.2) A C a) - - .� ' 3 ALL HAWAIAN 94M METAL USED AT CLOSURES SHALL HAVE 31o5-H14 ALLOY. PNI�E_23 OD NP ( � 12s• _ 7OD: � 1/.Y-OL 1jA1-i0. .T25• _. cALYAa12E0 STEEL DESNi1NTlDIN W/RY- 56.5 Ha (AF7EA ROLLED). •/ N0mv EDGE I ,.2A• JOA SENB SDI( 8BU6 _ ' rAOUGRI 6) EXCEPT THAT HEADERS (b t 0 SHALL NOT BE USED ,t SEE SECTIONS AS BOLTED PANELS W/ 1/40-20-t` `- . (0) AINCHOItS SHALL INSTAufo FOLLOWING ALL a THE REODN4NDA110N5 AND SPECIFICATIONS OF THE ANCHOR'S IMNUFACTURER % (.2so' -- -- 2.187- I 1S.S. M.S. BOLT W/ 7/8- = 3/32• 'I A ALL STEEL SHEET METAL PANELS SAIL I/ANE 5'AUCRMA. QUALITY• STEEL ASTM A GRADE SO IIiN'IMIW. G-60 .MOD' R n --T j r�.�.4 i I - l -_ ___. - .W3' I H ' �_- --�_ 1 �. lWU1gNUT5 O FA OVERLAP EV '�' 6 PANELS MAY ALSO I!r INSTAu.ED HORQUARALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH lO (SEDS H - .t OO' 1.125 - 769 UNBOLTED PANELS TI•a.Pr / 1 Jw' 1 r TO AN1XE'e" G1Ar�LE 0W� I 5. ALL SCREWS 70 0 STAINLESS STEEL 304 OR A TENSILE SERFS EN THRnDSHAL RESISTANT COALED CARBON WG D PER 9. IT SMALL BE THE RESPQQIBIJTY OF IRE CONTRACTOR 10 VERIFY THE SOU40NESS OF THE STRUCTURE WHERE SHUTTER IS TO BE � wX / ( '! 12 t/r nG ,2 1/T' 0.G. APPLICABLE) j. I I � � 1D. 3a7s �2,}In — �- - - L L ._.l _ !-j _ 1 jJ N DIN 50019 w/ 50 H•1 HELD STRENGTH AND 90 k• TENSER STRENGTH t SHALL COMPLY w/ FLORIDA BUADIO CODE tO.Or .100 ) (SEE SELTIONS As APPLICABLE) w SECTION 2sIT.3.3,4. ATTACHED TO WSUpE PROPER ANCHORAGE THIS SHUTTER SHALL ONlY EE ATTACHED 20 CORCREiC BLOCK OR WOW FRAME 9a .939' .9�` DETAIL W1 - --. _ _ / •T ' _- - I s. BOLTS i0 BE ASTM A-So7 GALVANIZED STEEL, oa ASI 30H 5F7RE5 STAINS STEEL WITH 3: IW InuuuM +'TEED eUWDHNTs `.' �_ M. ! ) DETAE ,- _. 7' a:L,1 STRENGTH Io. EACH REGULAR STONW PAREL WEIR LENGTHS OVER 6'-e TH6IOLFGH! 12'-.•. AS PER SECTIONS 6, e. 9 tr ,0 AND KtERINTAES NEW.-�D2S0• 2.,25• 1 L23•t L-123N' 1 --- - �1 9W A TOW ON SHEETS 5, 6 tr 12 RES ECOVD.Y: SHALL HAVE A LEOW AND READILY VISIBLE MARRING INSMUCTXNG OWNER OR .-. R 0. 373' , r T 1 � D 3 7 ANCHORS TO WALL SAIL BE AS FOLLOWS TENANT 7O SECURE PANELS WITH APPLICABLE REINFORCEIJENT DARING PERIODS Or HURWANE WARNING ' - '-- /C 0. 373� L- 125 `I I I E'� S C= , (A) TO ELOSIWG POl9RD CQW.SM. I I THE INSTALLATION CDNR NC70R IS TO SEAL./CAUUX ALL SHUTTER COMPONENT EDGES WHICH ROWAN IN CONTINUOUS CONTACT WITH � I .750' I� W: _ - --5- MOT. --- -_.-_ ! .--./.S00• - '•�•-,.SOO•� l i I I C E.� - t/•'• TAPCON ANCHORS AS MANUFACTURED BY IT.R X. INC. (AN,. rI>3,92 ".) TOE &RLCHC To PREVENT WINO/RAN INTRUSION. ISOMETRIC V EW DETAIL A 36-. �) -i N'C � ff f!( - 1/4• • . 7/6' CALK -IN ANCHORS. AS NANUFACMLED BY DETSLT INC. INN. I' 3000 p-) I----2.000' -- I_2.000' - I I w •1P_fj 12, STORM PANF3, INSTALLATION -ALL COMPLY WTT4 SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AM ZONING REGULATIONS ROUNDED CORNER 0 ENDS OF PANEL'S ,E,� D,M..&&@-+� .-- -- - _-. i __i I . .- _-_ -_ - - 1-. L-' J +-: �• a" - I/i. a }/N' SaO-SET AtICIO15. AS DISTRIBUTED NT ALL POW SCREW, BOLT t SPECIALTY W. R __ _ __ Y i - //f (Mn, 1't-3000 v.I1J PROVIDED ifi THE JURISDICTION 1TlERE PCRMR IS MARLED 10. ENO L� w/ 11EIAI,IFO EDGE. ■ r r • o O i O O O t 1 N 1W7 M,_ Q h HEADER O U HEADER 4Q eli L (4�l ANGLE MM STUD @ ANGLE WITH tAAtp�� O O.O ®� 44 � 4F (ANN. 1 PANEIANTE FEMALE IO t PANDJNIE PLUS ANCHORS, AS MANIRUVCRNRED BY F1OD COHNSIRINCON7N PRODUCTS ,3 (4) THIS PRODUCT EVAAMTION DOCUMENT (P E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE AWMAIIDN (N.T.S) 4 + 6 4 + 6 r VI Co W (MIN. 1'P.a330 P...�.) FOR A SITE SPECIFIC nppJ[C'r; I.. WHERE (TIC SIZE CONUITONS DEVAIi F7ION THE R,E.D. $riEmr STUD -3, MAX 1 4. 2 4, 3 4. 4 4, 5 5, 7 5. �_6/`5 -MAx, -� +4 .A.V N iia - I/N^I CF TAP -GRIP ANCHORS, AS MANUFACTURED Br 7RU-rAST CORPORATION V -3600 p.u.) r .-.- -7 VARIES 1 TAN. / / WN.SMOCT, iW 10, 2W 10, 3W 10, 4W/10, Oe aAI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRE E SNILL BE , a/A'; I' FOa PANETANiE rE/AlE (a) CONTRACTOR M 8E RESPORSBLE TOR THE SELECTON, PIXlCRASE AIO I1SOLL1At,O1 INCLUDING LIE S✓FEtt a TOTS PRODUCE 1/f1 • ]/tN 774 / / / 3 W.-2$eONST U IONS PED. PRwCEI HTHE C ODES NOT Of1MR FROM TTE CONOIONs DETAILED ON TRIG DOCUMENT - f-36.3ss- I .1��,� w s7a•� 1 SW/10. 6W/11 BL 7W/11 lit y O AM PAR[MMOE PLUS A110 , 1/4' FOR CIF TAP-pitP Na,'HORS. CONSTRUCTION sAflY AT SITE Is T12 CONTRACTOR'S �m IF _ 1 ^ 1.A07.1.063' 370`i 1 7-Be,-. ; 1O' -7 • T/N'go as SEIRS TVA. T)P DXE L�_._- ._-.___ ANCHORS: FOR CONCRETE SCE SaEDUIi ON SHUTS B t 9_____ ___S2S'A2) CAX-IN tr SOUD-•ET ANCHORS SALT BE EMBEDDED 7/e` IRO THE POURED CONCRETE NO EMBEDMENT INTO (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD IF MODIFIED. H _ _ _ _) L r __- }- ) (----��-( S SIVO iOKTED TO . -- FOR WOOD SEE EECtIDtNS ON BEETS 10 tr /1 - -_ m I STUCCO SiAIL 8E PER16Tim. 1/.• •-10 SF�tE'w• USED 5HIALL Bf , t/2• LONG MIHMIlM SHOIAD S11xxo fAa57, 92S` ANGLE 0 12 1/2' 04 psIUD I' MI (MUM FOR WALLS WON NO STUCCO. AND TAT BF HEADED SCREWS OR ALL TNRFADED SCREWS W/O HEAD. (d) SIR S'EMIC PROJECTS TIME BE PREPARED BY A FLORIDA REGISTERN VAGINEER OR ARCH"I"M WHICH WILL BECOME THE -. _.- 1 :A9:Bin WITH WTNC Nits. ENGINEER Or RECORD (E_OJk) FOR THE PROJECT AND WHO WRL BE R£FONSIBLE FOR THE L_1.-. '�. 90}• - t.343' �R/>e2' 1.6ii' \q,,13W V 147IPROPER usE a THE L S ENONET ar RECORD, SIM PS A DELEGATED FOR RRE 10 THE , yT6 �� AT -H . �• - ) I', `.j. i.Ols• j REGULAR STORM PANELS �C ,,,ELEVATION Q7 zo A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVM STUCCO OR WOOD BOARDS BE FOUND ON THE 7N0EXISTING WAIL OR FLOOL ANCHORS SIAAIL DE LONG iNOL1Q1 TO REACH THE MNpI STRUCTURE BEMIO SUbv ---- .�".. .SHIN}. SLRYn TO Tips U THE SnE SPECIFG ORAYIINOS FOR REVEW. M..DURr TROT. crow ssT I i t aeD• L- _ r ! - _ 1/ . A6a .Op' 1' N.T.S. - �•PANGS ANCNOpAGE S/AL1 BF AS AIFNT,OHED IN A1) AND IN A2). (.) 1NIS RED. SWLL BEAR THE DATE INO OP10lHAL SrJV. AND S101N1URE OF 111E PROFESSCWA. •-- 2.000'--.--i-'�• '�ENGINEER GF RECO D THAT PREPARED IT 7..® KEY HOLE WASHER ,,//�� ".) (n (a) To /.ISTwr. ,XIHC ROO WA L -90: 14 SHUTTER MARAOFACTURM'S LABEL SHALL BE LOCATED ON A READILY VMW LOCATION AT STORM - O • ® / ■ • ® t 4 �= __ 1 4• • TAPOON ANCHORS AS MANUFACTURED BY I T W. eULD", INC.- .063' 8 Fr TRACK ANGLE (P 3F R F• TRACK FLAT PLATED 1 'MOT. r:+P - 1 4^ W • 7 6' CALM_W ANCHORS. AS MANUFACTURED BY DEA'ALT INC (MIN. e_1500 p... 094• fit.• PANEL SHUT" IN ACCORDANCE MTN SECTION 1709.9.3 a FLORIDA BWlDHO CODE ONE LABEL 29 1 /t'. t S/4/ SOup-SET RIGORS. AS QSTNBUiD 8Y ALL POINT SDREl1'� aOIO 8 STEWLtt CO. FLORIDA BUILDING FOR OPCmNG.. LABELING TO CWT+LT W,1N SECItp:, M709.92 OF ,THE�EDfABL I (MIN. rc-law •.N) THIS ORAWINO aH1A1 DINT eE USED N ( ) - - --T X. Tl(��T WITM STUD (L•a ov6w ., WINE W4LEVT MA V -,0 PANELLMTE FEMALE ID AM PANELMATE PLUS ANCHORS. AS MANUFACTURED BY LLCO CONS11MCtCH I PRODUCTS (MIN rc-2o7T � NHI ('O'BF,/R/ P�ERWiS m�THE SFATE OF FLDRIBA Mw. ts' WIG ` P W..) , NM 1N l ' ID E -i ,y1 'SUN `T ` R •►- - I/4- •CF TAP -GRIP ANCHORS. AS MMUFACRIRFO BY TRU-FAST CORPORATION `•SEA A.,(.37sb 'R.B7s•A - `� 1/4' I - ,` l FLORIDA BUILDING CODE 1,1 h VawNd NMFT1can. Zone I 37s i •: No. 44167 MAX. G`P p: B. T) HUMA M EMBFDNIXT OF TMCON ANCOO S. ELCO PANFLWTES AND CF TAP -GRIP ANCHOR. INTO THE VCeu)cK +Ia'r SAu e< I 1/+• ��,•'' • Nliam TaTcm ,IA: r,P I - ___f 1- -3 * : * : * FLORIDA BUILDING CODE W h Yek01 1"Nu cons Zone ..� `-t 7 1 � ••.••EFI•.•....T FLORIDA BUILDING CODE h YNoe Nurri9ono Zonefl 20 CAGE GALYAIN2ED STEEL STORY PANEL _ .... TTP. 90TTOr `:/ �:' N0. 4 167 § plw, n 1 olq - - NICKEL TOTE v .ANNEL TOTE A T&AMM WK. rA •eroa Tama ANC. B.2) CALK -IN tr salvo SET ANCHORS qW1 BE DBE(OEO 7/e` uNro THE CONCRETE BLOCKRIFT No : = m/2+tEoeo _ _ g50 12s- W:ie7s WING NUT SA .. " : ALA 20 GAGE GALVARM STEEL STORY PANEL �„ r 44167 20 GAGE GALVANIZED STEEL STORY PANEL F� INTO ,AND I S OM 1M ORW AU. ,ITH 40 0 SCIONS USED SHALL BE t 1/2- LONG YINAaIy SHOD CO r LOBAL PROTECTION PRODUCTS, u.C. am ---- -I ® EY HOLE ��,aF... �` - •ram IT ___�. rr TRLwN WN, EXISO, AND 1' MINUMUAN FOR WADS WITH NO STUCCO. SiA OF -' � --' III E C 0 ENc. 2.000'- -- � ',#5y �•''• F lIr E ,Nr IMWE"Hi'LufT>:r7 AT PANEL Ns / PROTEl;T10N PRODUCTS, LL.C. SECTION A -A * :, �_ �_ w + GLOBAL PROTECTION lSRODUCT'S, LLC. "y700° .'• CDR op •'� j 44I`7 A. r C_ r r W •r 4..oa - AHONE Tre.)As_15.4 FAX 196N)Mr sm 20-176 ■ • • MN O - I I• �i �I O ENc. R 1 � N.T.S. ATE I� �i Y II/ IMt. E 6 67RQ1 °� F... Trr.._,•, PNR •,_,•, ® 2 X7 Xi (A Tsfy:, ' N4' NI'.'••... oNl+na W- AIBIATRvr. U$ YNG NU WJaW % r.��.-t� 20-176 •• a' ORl S Q-Da01T+• - ••F AE I W IMI IM ANGLE AIOI1=/ RARER w AODITONL y. r Ia. Awl . _4 w aw,a PHWAE f96aMeE-1sle. RW: <6tN)gI-IOI7 +N' '•.. rT% aw a r r.—. m_ 'A.- FHfANe TwIn6-m Hs. r4L D6+)A69-I»7 20-176 IIA.,/DNA E twp/aR WARN A t1UR ys Pt o 2- - SAW I a a -- -- !M R4, / ,+,.. ' PITH •A-fP■ . 14 a NMO 01-,NI � N,s � DWI PN-1W AP' DA4 01HBI + STED. 04 WOO K (S STEELS CA-OODVIs •Nw fPFrWA Na OWIII9 I4, SS •'N' N r w YH.RI rR ON$" IN: STEEL OR HKaIEI PNiED sliSij. .[ fWA4/90MAAI[JONE v.41•R A 14NR Nr. AE - 711Ut 2 R M , /[WR A TU11 ... P.E .- - oI0S on INSTALLATION INTO EXISTING POURED DETAILS FOR REGULAR PANELSC117� CONCRETE OR CONCRETE &tt1is BLOCK STRUCTURES wCarm H NDA, SCHID" am [ CONOq AMOCRS 5-was 6 TMOue. To mI1wRTc AIVTA1016 �- cD.- cONLWETE �; MSEETS me `E aw n�1I sE(SEE[,s enMag1N"" n E105T,Nc PawED ` ANC1QRf ■HQ'R M I0004 eF \ :.y4,. CONC.R�f P=W, . - 4 eaR _y �' �; = f CONC E11 REOUei� TI -. .. \ - fNy/-elyy��//�.•a. . , •. '-11• MM^ -'i,• w,- 47911 Tt ll m /7 ,/2• r In. ,: - �♦\. , ,,-- f -_ , 4Y- N' s6 m?, - I _ 9rz i1• RY ��,�11Ws,HRRNL6I 1 --r-Ta.. • eA' -.. \" _ --- _. _I IJA6711C E D. \ II"OL"� '. 1 I i 1 1 1 1 I 8 � 1 \ `. �' -I 1 ..- � I E0. ; 8 1- nEouw Ien1AIOe i 1 1 3 OOSTeO PARED \ aa1cRETE Mg0LA11EO.i i114 ! ® _, I oH2.L .I , I 9�1H100 MMeR \ 1 - -YR _ emw 6 :., •: MI MAP * • �,W. 1 6 �J1(FOR rSET a6WR 1 CAR {�� j 1 i 12'Ir oG I III ' am N. WWAAIR.I 1 ' A ; `.:J AIM SDQP I ; abelas •, >� ; - i V..4 R J m •NdA I r --I i !"" NWee" 1 O w. I a ■A6l 1 1 i -- -'T - N 1 i.J 1 i i II I I WI,11I •i i - . - - '• 1 I (/7i)J I 1 I I ; i i i I I I `-' I i 1 1 1 ♦a 1 I I 1 7 I ! �1 g bF 1 I 1 n F .. F :•- ': \ A Gr d3 I . I _- ��s'yPy/y -964 A0, • T .. 1 �� ABw STO • I' 1 7�•wvr R 1/Y ne EMSTIN9 rDRPo_ E.0. � I I I p , .' I 1 � - I QNOu 9T1• a +2 Vr DC. 1 [ ,,,• ED, _ I R►Q- G-.E1@M91Np W el LADING PDp1EQ: E0. If I/r OL ;J CONCRETE BLOpN ;' 1 J191.19• I to I L O �: _.-.-.__ CONCRETE OR1 1 watmED nN 1 lNBN aRODG.• ;° 1 _ __ _ T CONCRETE BLOC( I:pIICJE'/E BLL7L7, _ _ cONCRFD BLOCK - , Ir H .. A�IGIORs � CO-w, AfgIDIE - � ED. ..,, 41l mOIW,O cowcam A" HdO � �4 ,MIY1„1.� - �:/ RYItF H •A r.Mc • A HLc Nx.rAnE AWGgWE s9ua,Rm w/ sdUo Tea mmAE ON � D.-. a 7 IY. O (� 9Ca■snuu ar--- SQ75 a 11" of 9) �. (SCE 9,,1,F0u.E NIN--- \, rw SMELTS I Twouc. 6) \ m°L arx • ELL r000 WETS 6 THROUGH 2))SLL SNOTS a AW,OM n YOj S'�11 MUF 3/e-1^ SF/iE 3/M,• Q�� BIJIM gia Mau SOLE 3/6.1- me ALTERNATEI il�llllliNilHS1 SCALE 3/9-t- N I 1 s E.D. - EDGE DISTANCE (SEE SCHEDULE ON -I1Sa°: Win. - i / SHEETS 6 A 9) a w6 iI I I i i F'DR OF crown -11 - I I WWI. 17i e I Ho7E IY lMT10N I I If 'IT t, :, NHIITIN TOP A 8OTT(XA MOUNTINGS CAN DE COMBINED Rv ANY WAY TO SUIT ANT`I 4"-,, INSTALLATION>`::, ,� \� ,,, .2`:.a� .♦\ , �CEN v� EMITTING.{ PD L • FLORIDA BUILDING CODE M v NMrricans IAHra - _T..piQTICHOwauE- \ . * : Nd0261,00a. Wr. 20 GAGE GNALVANIZED STEEL STORM PANEL A---- 'E \1: (I It- DIP,„ THwL1oH� n ArF 1 % pCEILING �1� PROT�CTiONt PPP�D11Ci% U.C. I C O 67Hvaw Mal MD AM 0NAL GRID �s'/ INaloompme C. 20-176 EE N-• a. N.. ■t. s - A R aIa .WOW' 064)ew 76N Ift I6N)eN.4W HW- IRR WT-WSW IA, . (sf M+-+•1 SaWE Sro-,. . Oh000671• A- r a.•aI r aRHWW10 !r: l m,H.N• .Kllw A IINn A» Ps- flea wal ►AVILAAR FELME 0,us OR OF VP -OW AS TIN MEET a ♦ 9) so , - . 1 0 1Ao12 CM 71 er : 1 W6 ARa°"[ two T I 1 ltil / affivAN IUD" END CU76M DETAILS FOR (HRUATK>tll IN MM CONCRETE CONLTiETE BOCK OR WOOD VAUD FOR MINA UFE SAFETY AND E Z HANG STORM PQEI• SYSTEIi rI.i._. b.-1 t- 4 V,.r.PINE t--U/-AEy O b,,� , • ,WwI■I r' _-',,I • •T'.� � --4-2 [[r ,•�N• I.a�A.. Nr - , / •• 1 ~ f� - K L O7• Ma IA.m ( a ---r- _— =—J CASE A iPlAtLI a Yrw �: slA.r — snAE 3/76-r y..Pm Pr :rI R �2 I/,• CASE a (PLAN) SCALE 3/I6.1" +Fill17 M` AIR I:;P;,'NN.".t'L'I,"I*. WOO. tI 1 .'r I Mr , Oa,w a,* I. 1 , illll A.W. a W .4lisa.: 11 FXBTNG PDIs7B _ F.D. r :; H y N at"'mR•,ma a l�, aa�..� . 00010I�W77E[ !Lw j I IXSIOC POURED ED ff ILI` CASE 3/te.�T• H)REBUKED I S,A,� D jjPLAN) F 1 COND"m BLa3T 9CXE ,S/�IMt• CALK -a OII ►AIflAAOE :�i 1 ._ __ _ ) RCIXN�O , { ' 1/2 H 3/N`F IGI' r- r o'i .gym r RP�`s .t a' !wF os lows 7RUS OR a TAP-DWP - OUROI6TF AM2gILs O '-I' NR- �. -^ . , �. ,.WOmY I'a'aW: aa4'" aef .. o Lea e"m AEE oW (ea'C"'I' E a as w0ns s t s) SHEDS s I-RDI.., Iti11$ ��LG� ,MAPS,.9, - �Ta� SCALE 3/�1- WALE 3/9-1' mow' ONO■• WUIDRM1O901f10NP'� 6a . II i _=10asi"C • NEW 1• WIDE . VARIES . I/6' F.D.. EDGE MSTAIICF a I'(�.."aw1°' Pe l"i"Au -M Z,A a A .Wr> THIGH ALUM. TUBE OR I'. (SEE SCHEWIF ON -01 f"� CASE F,(� -..-p03TDG s,UCGo/ PT. WOOD Putt SPACER .I SHEETS 6 t 9) SCALE J/te-t' NOD -O • MRb' 1- WOE . VARIES P 1J6- I 1 t10S FOR ca1BtlNATION T}F •YF°7-__ ALUY. rim ON 1• - vAma; I I A. : P 7E SPACER BEHIND TRACK - I TOP t BOTTOM MOUNTINGS CAN N: +'.� pp,NC,pgTE ANWOWS I COMBINED IN ANY WAY TO SUIT CASE E fPLAN) ,1 (SUE se"Oku DIN I INSTALLATION. SCALE aB 13/ TJ/ vs*;,. yWpa/. f i' C» i =ww L OOCRETE BLOC( I i ,NEOU6IFD. I I H I I � ------- " __ [ --- ,I I I I I BIIN'iws`I I I I I I aNmu• I ; ie WL t I I H I 1 ,n I 1 WVr I 1 EVDR.' sL9 1 I M Q ' + 1 RDWB W6z+s s neam n J i ACL C.Ml c- . E"BMNC PDUREO , . cut WPAa SRc+N W W'. OOMCW O� EP A: T- N '�,••• 9Mm'wFw 1 Ir2' Mn. aN Met1 A e W 3 AID-. 116 DETAIL FOR SPACERS BOTTOM TRACKS ADJACENT ,, VOL >/r "CANT M BE ODNCR:DE BLOCK Taw I DIINT. THIN RfDutWEO: SNAL 4OL SECTION x-X SCALE 3/e-1- REOIARED AT TOP OR TO STUCCO/WOOD SANOS N0 4416i �s19•'• S TE D`ra 'i�, �NL:�_. RID* INSTALLAMN DETAILS INTO EXISTING POURED . --RpOOE�p COMp1ETE FOR REGULARPANELS(I CONCRETE OR CONCRETE BLOCK CONNCRETE dE 1�A STRUCTURES -_PWRED 1 1E Mt - ----- ANCCRs FOR CONCRETE SSE SCHEDULE ON SHEET • FOUR WOOD SEE SECTIONS ON SHEET 12 _- - _ CONCIEtE e . -- sDEDua oN aR CONCRETE 9LOCN REOUINFD ANcHIOIs 9CNlWHE Ox COFIT7IITE BLOCK REQLARED ._..(9EE AHCIga .. aN 3' uPP '' IWIL 2.6r UNIN OJDeAP.t WISE YHpAE11 [f, t4 BNi 1NAB 49 3 M_! 1 MHn. i9EE S"ED 9) SHUT n DA 1 -----I 4 I �_ ! -1 i 1 _ �F� \ 7 \` I , t1 U 1 I II SEX I \ ED. i {� - -a i - I I S OK"*. I t I i W. m I 6 F- P I o i• om. a r a• 1 : 1 , � AEI ; ", ISi ewTSA W/-. A '}f/1-2a+•� !; 6oUf •J k!� i n ss I I,NIO Mn . EA2H1 1 maH EWN6 IMF -__-_r I I_ -__ _ __ -.1-_ L_-_._._ A ✓ W I B j I i ..11_ 1 MAX%-/ --6�.AA I I I 11 E M'i I : LJ L� , • If Tp' 9y EP I t T T -- - -t ,, 11l/4' _( ,JJ'4••-20.3/4• S.S. BOLT -W/ 7/B'.3/]2• WING ROUT 0 ,2 1/2 O.C. W CONCRETE ANCHORS 9 AM" ON SHEET 0 SHUT n -tl1ETE DI' 11 uaLwm ---OOIGETf OR HwoLWrm SIM IN SCALE 3/B-,• 1111VAWAIRM sGUE 3/6A7' E.D. - EDGE DISTANCE 911ILFOR COMBINATION OF SEIM=, (SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE SHEET 9) COMBINED IN ANY WAY TO SLIT ANY INSTALLATION, \ 1 I I � D< •L- E � I __ -- I _. 1 _ INX IM. TSSULPEwQIH a Y I �4 �6I `� I -.. 0 - __I I a . 6oR (t N P 26.r i I -, � � ,; , ; i 7 - Of X CI IW.V10 � i! ` - ) I I I 1 L ' I , �� --I, ,�- I I I 1 _ - _-_1J' I I i 1 ., I - I. I I 1 1 I p�t�_I 6, E, it a m ova r "r 4A66 � � -3' IN,. _D,N..®OI® 8-1.6" I• AS, Or Y' i' MAT. MA,1 ANCORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9 .. /71 _-. -._ FOR WOOD SEE SECTIONS ON SHEET 12 _. __ _ E p 5 REGULAR STOW/ PANELS Ct� kQ ELEVATION SCALE 3/32•.' , t_E.i : 1/4- MAT. GAP 2.67 _ - 1-_I J�� (TUN OMUP 1 MQE WILUM it- _� CONOYII ANOOR6 '��/'PFJ�I�${ _ _ __ . _. _ _. _ _ _ IEEE 1tp1kb4E ON 1/4• ,A,T 1 _ __/^� WET f) (ii1MP' (3) 7 DR SECTION A -A fTYTD_) OEOL WED SOLE 3/32•-,' I . ; I`I__ 1 ,,.•F-HAT• I '' NaT • fVQL 'e r tT?- «r I —7- I;, I ,jA 1'T-1i - 1 . I - - I - ,- i R - _ FLORA BUILDING CODE Cn .4.+ ^' W IF _CD +--a a) =3 M L,L CD U M O L_ — U ■� L. ''a^^ v! ICU LIJ = Q Z Z Q J ^ I _ SHEET NO. SH 1.0 I _ I I I_ 1 1_1 1 1 I 111 111 I 1 11 "I. I I I M,ORR AROI10I6 (fQ C0R[ eN •®Ian _ 1 � 1 1 Oa v O,R1•,pI f••a M �.1 1 I I � +Jr - I 1 1 1 I NNow C"N / , roNPNDE ATlaoef� " fame, Iw senf f • n -. WALL AND FLQOR MOUNTING INSTALLATION FOR:'a6n,"dw''�;,r"PN. SPLIT PANELS rr IaNOEn AI,PePR O¢ sn,mu,t a AA r+etitruq.� I llim: i; C 1 .+.1V MYMin,dR ii ( F. NWNR AALIT �1_ 1 1 Fa[ 0 i•', 4Y, P 4m e/„n 1oFG01t d APPUCAW 0• i• ` __+•--^' nioole"'1��IIM1O(.}Ilo`/'. - WIN. ED C. 1f nnA► NID •D4 ..� _ _ - i SCALE' 1/4 mpg", t i'- ``}i•iL1ELJ1 t T `\i 1QUAIL I 1 ,Jt •.., • p{i°N "Pg11,C M,•Y R dvl , ��--- YWidY • f>8',PgtV AN NM sICD `?l fT� yr/ !Iw/r :� moor a —1 ss. ,Ms • r o.c TI' n1m ftaa \ a Ins'-r IA.a ANfl In /•'• ,MAN Rtf .,NONE[ IOt1Te M•R •ANT. - PaN� AAN NaI a AiAiL sn IINCEI ,R ] • M a iTTP IW . ea,o,s SCALE ` ![i.i, 1MLI oN SMEDULE r9/6r[f! P k q >1011 PO4C M mT,Ps .. 3.•. ffO a M•.. IAAUON TIEOUIREO Min. SPAN (TO • TUBE MDUAN - 4•-6• 2' . 3'. 1/8' 4'-6' TO S'-r 2• . e , I/r i S-8' T8 11 2'. r . 1/r, . ra 1'4' " '`i�sioRNP,7°ri"i ° •,>�ilu� awnm SCALE 3/6-1• 401E Muu.au Cw AL60 HIE ISTALLEO W/O STORY PANELS ON TOP QA BOTTOM SO TINT ,, IS LOCATED AT TOP OR BOTTOM OF OPENING. (ONE PANEL OPD" R/ TUBE TOP OR WrtOM) ,•11.f • r� i •off�ln ,loop aI°•a°I N>M i j , >a fe,mu OIM I ��1W 6.ALL• 1/4' - 1- f•DR . r� A•eeNIXON, �°TpOpY•�M6 t/ .Ws Oµdl l•111_g0� YYY _ _ _ _ J 1 _ . •® ; + lit ED =�: 1 - _L _ I ''. I AAuwN ew4 • pa Aeua to ,} 1 SECTION Y-Y SPLIT STORY PANEL ELEVATION MALE 1/a'-+'�°nw is SGNF t/6••.1• 1'0"Ym4 - 9 �tyJ w°m'll� FDI tWALL MOUNTINIC N nALLATNMi - ALTi78IATIVE 3W -- SCALE. Ile - I• •„sY a „AR INSTALLATION - ALTERNATWE 2W IKAIE t/4• - I' Nwa 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 p.s.l. AND PANEL'S LENGTH UP TO e'-8'- 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR COMBINATION OF SECTIONS; TOP @ BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Y 111II t FLnrfo YOUlITIMG WALL !FLOOR MOUNTING INSTALIAT(�I - ALTERE A= /w INS'TAL •TM3 - &TEINATW S11t (SECTION AT TOP IS LIMITED TO +MS-67.0 MAX, SERE 1/4• - 1- A.S.D. DESIGN PRESSURE RAGING) SORE 1/4' - 1- fR"•• • ,e ,n�a.� i J ANWre ,.�YiR� ,.Ro�o�fY eml FLOOR INHINTINO INSTALLATION - SECTION JAW SCALL 1/4' - 1- CONCRETE ANCHM ODNORR ANCHM TOR OONCAM ANCHOW SE SOEOIAE ON BEET 14; (SE SCIEDIAE Of �. (SE SOfDOCO E ON TOR WOSORE. SE SLCIDM ON SHEET 16 ow IQ� SHEET,14) \ ^J'_ 1, 1 Lle, T, . a[ IW/15 _I POLWO CONCRETE POYMD COIIOER F-4 � REMAINED Cant ro�mSM`IBATON I 0 M Mro0."'9F' tDN /S (�1f• y =ID :IEnv�RYnc. I ,/4•ar NAMES , .Mal- IWCNWE 11/e' YAM. saggN W/ SPEmN t I Wn (ONE OSrEE�TRR1 (SEE D" 1/1.) Tp • 17 1 Od. a' WA. T-2/ x>'� ro • ,7 In O.C. 1 j LM (SEE xT. 71T1) H I I Pn on comchm wlr ED i I I /15 ---�, LOCATOR ; J ON LIFE TERSAFETY PANEL L- = te4E AREA wRf AM WJE�wPN4L5 - _ - - (SEE IgTE ISELOW) / SAFETY PANEL /O REGULAR TRACKS W (SEE NOTE , CO,LREIE New= " f ; BELOW) s LAST PANE TO BE FSTALM AS Ln SAFETY` STOI61 PANEL OPENING SMALL mor se"CoAt OI // ��pL�E, ppRF qAS SHEET '.) POINTED mKCIIIIE 1 NK- MNODON) O'WAEYS BE MUT10N/ SRUIOEO ISNA REQUIRED /( , ._ TO K INSTALLED 06 REMOVED FROM HG E TEE 11C/[OL OIL ELEVATION STRUCTURE :Hm•T ta) --ED '` WALL MOUNTING INSTALLAMO X&u AND FLOQR YOtINTiNG INSTALLATION SCALE 3/32'-1' SECTKiN i SCALE: 3/6' - 1' - SECTION 2 SCALE: 3/6' - +' r.1/a Mr NAP ®®CO T 1/e III 1 " dV �_ NOTES ON LIFE I. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) TOR AS AN INTERICIAL PANEL (ANY PANEL LOCATOR IN BETWEEN END PANEL. NE (A�- -- LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS 6 YE NOtE 1)"'"E'S lT'DT p"'EniNp�'i 'D" (W/ OR W/O REaEAR TRAM.) SE NOR ,) 1. LIFE SAFETY StOR PANEL CONSISTS Or 0.030' GALVANIZED STEEL STORM PANEL AS SECTION B-B PER COMPONENT SEMI 2 OF ORAWTNG, WALL 3/32--t- THYS PANEL ITSELF TO BE REMOVED OR INSTALLED FROM THE INFDE OF STRUCTURE. U1ABA ]. LIFE SAFETY PMD. REIYARES TOP TRACK TO BE COMPONENT (z)! BOTTOM TRACK TO BE Co AS PETS S/EET 2 of THIS DRAWM.4�r✓ L'ONPOMENT Y BE aSTALLED WAu OR FLOOR MOUNTED FOLLOWING SECTIONS I ! EN '•.� 2 oN t]65 SFEE'I, AS ,TELL AS DETAILS I ! 2 ON SHEET 14. 3.�'.:'�\G Sr 4. Mn,. 1EIX:IH FOR COMPONENT IS iS'. _ FLORIDA BUILDNLG CODE (High VelocityNMMcans Zone Mar. ANCHOR SPACING FOR COMPONENT (®ANCHORAGE AT BOTTOM IS GNEN ON - A00}0 °L�• •'C• FD SLHEDUI� ! 2. SHEET 14. z * 20 GAGE GALVANIZED STEEL STORY PANEL awWN Nr. COMPONENT MAY BE PERMANENT OR REMOVA13LL £ * :• .._1 s. SEE DETAILS E'ER INSTALLATION INTO WOOD FRAME BUILDINGS NGS ON SHEET IS- �*•A9 1�'' : -. -- /w PROTECTION PRODUCTS. LLC. Rr/i°/ftli0 y Q� .'' 7 I L E �r O INc- wm aw 51 6 SEE SHEET a FOR DEIA0. APPLICABLE TO THE NECESSITY MR THE INSTALLATION OF q ,�•,, l•'3d" �r SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/wow BANDS. A`N �•s NA�-N f �a.. w. ,: W.,..Y wILRmW wvc (s)M-u46• AAX, (w)Ra-0"? 20-176 N NI NEVItlIN f4IA) fN-MW IY . OIR nl-Irl .I• r Oletldlo w a U-000o11S f nom A .PL Y••••• a41 flQl I, a iW MAXIMUM A.S.D. DESIGN PRESSURE RATING ...fa AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (wm ONLY FOR *3 SSTALLATOUS As PER secrueeS I THRU 1(LON SHEETS 4. S ! 6) THICK • 811m S/ 1/4T20.1• SS. HIS. k "MR AT 9~ • AIRLEIaRI Of FRRD. MAXIMUM A.S.D. DESIGN PRESSURE RATING a ff) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIA QINSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PAMLLS IQk Q ISTALLATIONS AS PER SECTIONS I TWN 7, ON STETS 4 ! S) 10 To 10 TO u ..r 3''�}CENSF' •'P FLORIDA BUILDING CODE M h YN Nu cons Zone) * r` No. 4167 '. * £ � _ °�6 ^��0. •Ic 20 GAGE GALVANIZED STEEL STORM PANEL. "s— GLOBAL PROTECTION PROD=. uc. °in°/i010 �'• DO[ o0o aW. s ftWrET AtiS' • A• Y.- 0 T4A now Cow w "IDIe (6s4NM » t n�ou� lsa)eFe-nn 20-176 TEA-mORtR r,• we w 1ATAANI Nr ANNNII N L ftµ/ROUnII!/DA1E NMITa A tun ,... P.E ,]-w - - ,a sNan 10 . 1, FT1R ANCHORS pNAAORY Asa MA.� LEMORI M1N0 I.) (aR' ) 4A58 OO,entOw 6 081r101e/ ,md -77A Y-S' OR L1C$ II 1/!• IIeOUED t 11111U S k 7 .sas. -]xD ,ra• ro s•-6• fAr 7 ,/•' 1AI60LifD s k 7 .x.0. -no Ar-6• ro ,r-II• A1r 7 1/7• • •�' s ..3A, -Lao Ix'-+' a L[SS 3 ,n' • °�p1Q"' a • • ,o LL NAKI,Rr AsO. NAWAAM ,11P10R6 lIYICe,O Td. CD. - , ,/r •• o61oN 1APCOM n tAP-1°Nr cNN-« nwnNUE nalY, o nwnN.rz nw ! i wxww nw¢ M� u�) ]° mNclalE � ro mNaR,[ o� To mw°.nE o� A mlcTea o� To caNcxtE a� NnvcaeNalOw tEman+ 1• (n.) r MIA N/A N/A °• N/A r � r w/ I (tOP) 6• s' N/A wp r r e' r r •' , (sonou) 1• N/A N/A M/A 6• NL/A e' N/A t' N/A N/A N/A e• N/A S• N/A r M/A II (e0}10Y) +ss3. -T2D r MIA N/A N/A e• N/A 6' N/A R• N/A J k . lro% >'_s• OW LESS O1 ME55 r S' N/A NIA 0' e' r r e' r a (6O1OM) 6' N/A M/A N/A e• N/A 6' ,1/A 6• M/A 7 �) N/A N/A ,x ,n• ° ,/4• 1x ln• 6 1/s• a 1/r • 1/.• a ,/.• ° 1/4• s (IOP/WDIIOM) I i1K . 51/CHIC TOW ai(NJALONS en0 LOGO IMIR 6INDIIa MwMw NEIDR aACIIm AID A•rsr I90E I,STANES AAIr RDrATm a T1116 samu. FOR ED LENS THAN leE'ATiO ON S61mll{L R®IXS AtiIDR SIWCRD eT Ml11PLYN0 YK1D WIOOI OI �,DHAE F M FOMlpl.i FACTMS i0R 114 OPONrON ro E FpeE•L[, IAIDyCm ►ntPAO 0/O•'ED 11B14 rAClO1 SHILL ART K I,Et 11.4M YNYW 81WOa fYWdTm fp EAOI AMOIeR 110E AT AN,` DIS IERDD. AeleA M I/! • --I/r• 1/� In'• _ ,/A'i 1/r• WmR arP-set �T''b•WR PLfR[•-6E •KR�I nOUD-sr le. TIPS rwolf p.) 7 In 3 sA A.] o.w sr pa } , ,n Sella n BB6t Rs6ep MnNI, , In• m s - - - - ,.- aI L0.. s/r LONG eRAm •wle+G W/ -IIoa' ss Ms, s s t/r or- roe LORn6 w ro r-o• AM s V4• D.C. twaW w ro 6-N' fAr.. ITW !la-,O YRt iTSMt D OR PAIEl3NR PWS • Y 0. C. YIIM 1 In' W. THREADED M110N TD M[AOW TOR ALL I,IIDIIB IA -6' Ya.. 1 PARAROAI I ro ISMS I I I 1 I ED' 1 To I— - I t_ 1 1/4' TOLL !n' LEND BRAS eN6,wN FOR TWIa L,TIOINS N ro s'-°' AMC, 4 ,/r o.c TTA LtllR116 li ro ram• IAr. TX R Ita-f0 M1IEiM1AR TOW[ D M 1BBw.ID PNIRINIE nua • v ,p' n c. wml 1 I� ,/7• IM iMlOnm R[NETMT1011 AT t MORDIN OF EIpe10 ROOD PUir iM ��'�'�'p�''��y ��•�f�' I'N��'T�A11 L040M3 uP ro r-r Vas. l�1i000iEii..Y3L� SCALE J/b-I' fAMWAD 1 INSTALLATION DETAILS FOR REGULAR PANELS�ti do C11� INTO EXISTING WOOD STRUCTURES hh:, yyy 4 j, i ,/s/�Y, N]�OY�fPRIE�w�1t�• r O.0 U ., 11, k IT ro,ElR,fle 116°D MGDOIPFK,RSIb, � {II� 'II EO• I Eon ec Eof_ _ ED 1 i 1 �'�� j � R•�ma � � e7� tAI.jEA4tERYA>ati E_lyCt W ALTERNATIVE L�(J`� sEwtE J/e-T' SCALE 7/6-I' 1 - - °E.o°Ci1 w�1°,. L6RrweN"awl] ° TO CLASS Doss • � ED1 I EO f • �r, Col. ED 1 EON T 1/7' E0l _. I .T..•-� .•m AA,r E01 , L•y. r, -. - i � R•N•o �qy� I ` 4 O,nL ' '. /.•. ,Ac foa•s •roc • - -; In w WraR .RImM•%TI ALTERNATIVE 3W ALTERNATIVE 4W RCa•� • ,eDnNN O AWG SCALE J/e-1• 9CA4L J/B-1' ALTERlIATNE WOOD F'IIAYE �,iDRIONS A Add n..r unl. un wK4.1 awnu NOTE :FRITTER TRAOQ NOT SIILM/ FOR ClAR11Y 1711111011 oil AL IETU 1>It>II�T 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -720 P$F AND PANEL'S LENGTH UP TO B'-B' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SPECIFIC DENSITY OF D.SS OR EQUAL. NOTE FOR C011BBNATIDN OF SECTIONS: TOP !BOTTOM MOUNTNGS CAN BE COMLRNED IN ANY WAY TO SUIT ANY INSTA g110N. O OR DIRECT MOUNT ANCHOR ANCHOR SPACING SPACING DETAIL I )N (APPLICABLE TO SCHEDULE 1) MAXIMUM P STUDS a EVERY O,AFjt1A1P TO 2H0 D PANEL LID TO C A.S.D. DESIGN RESSURE RATING AND .7,_ •. INTO •• :i CONCRETE ,FIT.. STRUCTURESonak -0 1LTER//A1E 1 � � AT END PANEL sruos a EYvn wclaAP TO HOLD FW/IEL s/e• un (asE q i - -- - - - -- - s• Wn. (OA4 q -� o Y ®� S V4' SEE 8fE INTERIM PANEL END PANEL -� SCHEDULE �ECNEDULE � •-J'- NOR Yo ANCHOR MIP�AN�CFDR a J SPACING SPA�CMG ,'-0' Yin. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SGH�LE 2) 1- MAXIMUM A.S.D. DESIGN PRESSURE RATING (pyi) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCHEDULE tAnwjCA� r TD Kr1ON5 1 ! : !Trb FOa a �' en°Ry PA�t SCM7EM ON SHIMMY 131. APPLICABLE MNAs.o. 1AimN v iw-w auyl w1(EwR mwE o AwONDE ws sECigN7 E i MNW1R1 PANEL PRE5011E1 ro YC0 � [ CO.N TO TO mmm A[TE 6L CONCRETE � ro � CONroEtF &.Wt OFCO11°°I�O10N ,DNTH 1• (a) 6' N/A N/A N/A 8' N/A 6' N/A r N/A i ! 2 (1OP) 55.0. -720 g• 7' 9• B' 0' 9' D' 0' 1 (BOTTOM) 5' ' OR 1E55 °• N/A N/A N/A S. N/A 8• N/A 8' N/A 1 ! 2 (TOP) 0• 5" B' S. 0' 7 1/2' 0' 0' B' 9' 1 (BOTTOM) 6• NJA N/A N/A 6• WA 6• N/A 6' MIA 1 ! 2 (TOP) +SS,O -72A 7'-r TO e'-r B' 4' 9' b' 0' 6• 6' 6' r e' 1 (BOTTOM) VA DASD I (S11,p • S/Y Mn. IIW TOP " I.4n OTt 4 (aD • r y NTfY 10N d MEAQ k MWY AXIMUM PANE PNLSAME T - - COyeIN1iA1W LENGTH l' (R.) wtlD t � OF THEM 4402 -61.5 3• y { 1 2' { 1/2' 1 (BOTTOM) 7•-6' OR LESS +538 -86A 3' J' 4' 4• 1 (BOTTOM) 7'-6' OR LESS +65.0 -72D 2 1/2' 2 1/2' 4' ] 1/2• 2 (BOTTOM) r-e' OR LL55 +SILO -720 2 1/2• 2 1/2' N/A � N/A 2 (BOTTOM) r-6' TO B'-0' +SILO -72.0 W/A NJA J• J• 2 (BORON) 7'-8' TO b'-6- tort un aool 4d PNnP�,eRtH 1AA� MIND ev RxWtM arY fEtNAAm. rrin ro a,A•3 nP,o,la Cu SE eQT fs FOR ANOIOIe TYPE t SPMY10 FOR 14TALLAla,e ONTO 11000 TRY( 6UlDIe. 1•rRM AMCYaR STYC•ae AND Y►41M EDGE BRNI4CC AIR f.ORAwD ON 11RS SPtONt. IWIt [D. LIS 1HW I10rAltD W eaYmNE RFDIICf ANCHOR 8PKr40 eY YIATPLYID SP,•Clq show ON SOImINi 6Y THE rdlOrfa FAC1O6. 10R itNK OKRAIION ro IR POSMBLL Rm11Cm SPAfl10 06TARIm IA9a FACTOR 81MLL NOT E LESS THAN AII/IAI,1 9TWCIq •DRJOEO FOR EACH ANtlall TYPE N 1IIOIOR! ,EWDD. t1/YO1 O11POP - I•A16W1• GYM,-•1 AfA ANPNa RNDID OAI E In •TrT•m OA.) , a , , s Ael/L 6A, ROTOR tm-- .,,B, � FLORIDA MAXIMUM A.S.D. DESIGN PRESSURE RATING (p_s_.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIN: (Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS 1Qt ©asuLUTlohs As PER sEeT,DNs , T1661 10, ON SHEETS {. s ! 6) ,,+�NPPAWN �r�t VCEN �r✓ •'•� FLORIDA BUILDING CODE (Nigh Y•IIIcI III cons Zone No. 4167 = °'a0 x1Em' •c 20 GAGE GALVANIZED STEEL STORY PANEL ]A * oR•NI s.: PROTECTION PRODUCTS. LLC. °f p,<A°, °e IL ECOIY6 %t' '•f� (p* W° 6.W. s, SPRCi '� a6 a.,j.",r_.:.�t0w'nN.�]sa F"'Ix"NeaI6EP-sn] 20-178 PLR rN-la 4R- �r 1,• r- ORYIIei N• IAAp4N L >AOA/! OA-mW7H WKTa A run Ar., PL t1-W rNOT f O M MNAOMw IaAWtAA1 AIH1aaNW s•c•a FOR ED. - a 1/2- "D. - DEMON TAKEN Cr TAP-W CNII-W ►114OWT[ ]E14HL a ►Nt3lN7E PLUS SOIa 9R APPLICABLE TO PRF131RE SCCiDN3 / k MAX" RATITE RATING ro ro ro ro ro ro ANY COMIRIIATIoII LONI.TN 1• tn.) ro eOwGIE1E CONCRLIF TO I:OIILIRTE eo,ICR[1[ ro CONCRETE CONCRETE ro tONOR'rt CONCIIEI[ ro NXtNGREIE CONCRETE TO COAIGET[ MNORT[ tX tINp1 [M1a/.) BlOCR BLOCN i0O( 9.001 B,Ddt NLDOT 6• N/A N/A N/A 6' N/A e• N/A e• N/A N/A N/A 1 (TOP) 6• 4' N/A N/A B' 8' 8' B' r 9• N/A N/A , (BOTTOM) 6' N/A N/A N/A 6' MIA 6' N/A 6' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BOTTOM) SS.S, -720 8' N/A N/A MIA B' MIA, 6• N/A 8' N/A N/A N/A } A { (TOP) �r-S• TO B'-6' � '� 6' 4' N/A N/A 8• 6' B' 8' °• 8' N/A N/A 3 (BOTTOM) B N/A N/A MIA S. N/A 6• N/A e' N/A N/A N/A 7 (TOP) b' 4' NJA N/A 8• S. 6• 6' fi' 6' N/A N/A { k 7 (BOTTOM) N/A N/A ,2 1/2' 6 1/� 12 1/2' a 1/{' a I/4' ° 1/{' 6 I/{' fi 1/1' N/A N/A S (TOP/80TT0M) SOLO. -53.3 N/A N/A f2 1/2' 6 1/{' 12 '/2' a 1/4' 6 i/{' b t/4' 6 1/4' a 1/4' N/A N/A a (TOP/BOTTOM) i0 SS.O. -73.0 N/A N/A a 1/4' N/A 6 1/{' N/A ° 1/4' 6 1/a' 8 ,/4' 6 i/4' N/A N/A 6 (TOP/BOTTOM) r-6• TO 11'-2- MIA N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/i• 6 t/{• 8 1/{' B. 0. 10 (TOP) 43b _�0 8• 4' N/A N/A N/A N/A N/A N/A 6' 6• 8 I/a' a 1/4' 8 (BOTTOM) OR LESS 12'-4' OR LESS 6• 4' N/A N/A N/A N/A N/A N/A 6' 8' 6 I/{' 6 1/{• 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 I/{' 6 //4' a 1/4• 10 (BOTTOM) � i SEE srtls 10. 11 AM ,: FDIA ANCHORS TYPE sPAcelD iITR fmaulloNs INTO WOW rRRME alNnse. AelwRw NTc,aR svAcrAlts AND MRMRlY EDCE o6TAlaE ARE flpf:ATED ON Time saEant. FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at r9/6r[f! P k q >1011 PO4C M mT,Ps .. 3.•. ffO a M•.. IAAUON TIEOUIREO Min. SPAN (TO • TUBE MDUAN - 4•-6• 2' . 3'. 1/8' 4'-6' TO S'-r 2• . e , I/r i S-8' T8 11 2'. r . 1/r, . ra 1'4' " '`i�sioRNP,7°ri"i ° •,>�ilu� awnm SCALE 3/6-1• 401E Muu.au Cw AL60 HIE ISTALLEO W/O STORY PANELS ON TOP QA BOTTOM SO TINT ,, IS LOCATED AT TOP OR BOTTOM OF OPENING. (ONE PANEL OPD" R/ TUBE TOP OR WrtOM) ,•11.f • r� i •off�ln ,loop aI°•a°I N>M i j , >a fe,mu OIM I ��1W 6.ALL• 1/4' - 1- f•DR . r� A•eeNIXON, �°TpOpY•�M6 t/ .Ws Oµdl l•111_g0� YYY _ _ _ _ J 1 _ . •® ; + lit ED =�: 1 - _L _ I ''. I AAuwN ew4 • pa Aeua to ,} 1 SECTION Y-Y SPLIT STORY PANEL ELEVATION MALE 1/a'-+'�°nw is SGNF t/6••.1• 1'0"Ym4 - 9 �tyJ w°m'll� FDI tWALL MOUNTINIC N nALLATNMi - ALTi78IATIVE 3W -- SCALE. Ile - I• •„sY a „AR INSTALLATION - ALTERNATWE 2W IKAIE t/4• - I' Nwa 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 p.s.l. AND PANEL'S LENGTH UP TO e'-8'- 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR COMBINATION OF SECTIONS; TOP @ BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Y 111II t FLnrfo YOUlITIMG WALL !FLOOR MOUNTING INSTALIAT(�I - ALTERE A= /w INS'TAL •TM3 - &TEINATW S11t (SECTION AT TOP IS LIMITED TO +MS-67.0 MAX, SERE 1/4• - 1- A.S.D. DESIGN PRESSURE RAGING) SORE 1/4' - 1- fR"•• • ,e ,n�a.� i J ANWre ,.�YiR� ,.Ro�o�fY eml FLOOR INHINTINO INSTALLATION - SECTION JAW SCALL 1/4' - 1- CONCRETE ANCHM ODNORR ANCHM TOR OONCAM ANCHOW SE SOEOIAE ON BEET 14; (SE SCIEDIAE Of �. (SE SOfDOCO E ON TOR WOSORE. SE SLCIDM ON SHEET 16 ow IQ� SHEET,14) \ ^J'_ 1, 1 Lle, T, . a[ IW/15 _I POLWO CONCRETE POYMD COIIOER F-4 � REMAINED Cant ro�mSM`IBATON I 0 M Mro0."'9F' tDN /S (�1f• y =ID :IEnv�RYnc. I ,/4•ar NAMES , .Mal- IWCNWE 11/e' YAM. saggN W/ SPEmN t I Wn (ONE OSrEE�TRR1 (SEE D" 1/1.) Tp • 17 1 Od. a' WA. T-2/ x>'� ro • ,7 In O.C. 1 j LM (SEE xT. 71T1) H I I Pn on comchm wlr ED i I I /15 ---�, LOCATOR ; J ON LIFE TERSAFETY PANEL L- = te4E AREA wRf AM WJE�wPN4L5 - _ - - (SEE IgTE ISELOW) / SAFETY PANEL /O REGULAR TRACKS W (SEE NOTE , CO,LREIE New= " f ; BELOW) s LAST PANE TO BE FSTALM AS Ln SAFETY` STOI61 PANEL OPENING SMALL mor se"CoAt OI // ��pL�E, ppRF qAS SHEET '.) POINTED mKCIIIIE 1 NK- MNODON) O'WAEYS BE MUT10N/ SRUIOEO ISNA REQUIRED /( , ._ TO K INSTALLED 06 REMOVED FROM HG E TEE 11C/[OL OIL ELEVATION STRUCTURE :Hm•T ta) --ED '` WALL MOUNTING INSTALLAMO X&u AND FLOQR YOtINTiNG INSTALLATION SCALE 3/32'-1' SECTKiN i SCALE: 3/6' - 1' - SECTION 2 SCALE: 3/6' - +' r.1/a Mr NAP ®®CO T 1/e III 1 " dV �_ NOTES ON LIFE I. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) TOR AS AN INTERICIAL PANEL (ANY PANEL LOCATOR IN BETWEEN END PANEL. NE (A�- -- LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS 6 YE NOtE 1)"'"E'S lT'DT p"'EniNp�'i 'D" (W/ OR W/O REaEAR TRAM.) SE NOR ,) 1. LIFE SAFETY StOR PANEL CONSISTS Or 0.030' GALVANIZED STEEL STORM PANEL AS SECTION B-B PER COMPONENT SEMI 2 OF ORAWTNG, WALL 3/32--t- THYS PANEL ITSELF TO BE REMOVED OR INSTALLED FROM THE INFDE OF STRUCTURE. U1ABA ]. LIFE SAFETY PMD. REIYARES TOP TRACK TO BE COMPONENT (z)! BOTTOM TRACK TO BE Co AS PETS S/EET 2 of THIS DRAWM.4�r✓ L'ONPOMENT Y BE aSTALLED WAu OR FLOOR MOUNTED FOLLOWING SECTIONS I ! EN '•.� 2 oN t]65 SFEE'I, AS ,TELL AS DETAILS I ! 2 ON SHEET 14. 3.�'.:'�\G Sr 4. Mn,. 1EIX:IH FOR COMPONENT IS iS'. _ FLORIDA BUILDNLG CODE (High VelocityNMMcans Zone Mar. ANCHOR SPACING FOR COMPONENT (®ANCHORAGE AT BOTTOM IS GNEN ON - A00}0 °L�• •'C• FD SLHEDUI� ! 2. SHEET 14. z * 20 GAGE GALVANIZED STEEL STORY PANEL awWN Nr. COMPONENT MAY BE PERMANENT OR REMOVA13LL £ * :• .._1 s. SEE DETAILS E'ER INSTALLATION INTO WOOD FRAME BUILDINGS NGS ON SHEET IS- �*•A9 1�'' : -. -- /w PROTECTION PRODUCTS. LLC. Rr/i°/ftli0 y Q� .'' 7 I L E �r O INc- wm aw 51 6 SEE SHEET a FOR DEIA0. APPLICABLE TO THE NECESSITY MR THE INSTALLATION OF q ,�•,, l•'3d" �r SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/wow BANDS. A`N �•s NA�-N f �a.. w. ,: W.,..Y wILRmW wvc (s)M-u46• AAX, (w)Ra-0"? 20-176 N NI NEVItlIN f4IA) fN-MW IY . OIR nl-Irl .I• r Oletldlo w a U-000o11S f nom A .PL Y••••• a41 flQl I, a iW MAXIMUM A.S.D. DESIGN PRESSURE RATING ...fa AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (wm ONLY FOR *3 SSTALLATOUS As PER secrueeS I THRU 1(LON SHEETS 4. S ! 6) THICK • 811m S/ 1/4T20.1• SS. HIS. k "MR AT 9~ • AIRLEIaRI Of FRRD. MAXIMUM A.S.D. DESIGN PRESSURE RATING a ff) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIA QINSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PAMLLS IQk Q ISTALLATIONS AS PER SECTIONS I TWN 7, ON STETS 4 ! S) 10 To 10 TO u ..r 3''�}CENSF' •'P FLORIDA BUILDING CODE M h YN Nu cons Zone) * r` No. 4167 '. * £ � _ °�6 ^��0. •Ic 20 GAGE GALVANIZED STEEL STORM PANEL. "s— GLOBAL PROTECTION PROD=. uc. °in°/i010 �'• DO[ o0o aW. s ftWrET AtiS' • A• Y.- 0 T4A now Cow w "IDIe (6s4NM » t n�ou� lsa)eFe-nn 20-176 TEA-mORtR r,• we w 1ATAANI Nr ANNNII N L ftµ/ROUnII!/DA1E NMITa A tun ,... P.E ,]-w - - ,a sNan 10 . 1, FT1R ANCHORS pNAAORY Asa MA.� LEMORI M1N0 I.) (aR' ) 4A58 OO,entOw 6 081r101e/ ,md -77A Y-S' OR L1C$ II 1/!• IIeOUED t 11111U S k 7 .sas. -]xD ,ra• ro s•-6• fAr 7 ,/•' 1AI60LifD s k 7 .x.0. -no Ar-6• ro ,r-II• A1r 7 1/7• • •�' s ..3A, -Lao Ix'-+' a L[SS 3 ,n' • °�p1Q"' a • • ,o LL NAKI,Rr AsO. NAWAAM ,11P10R6 lIYICe,O Td. CD. - , ,/r •• o61oN 1APCOM n tAP-1°Nr cNN-« nwnNUE nalY, o nwnN.rz nw ! i wxww nw¢ M� u�) ]° mNclalE � ro mNaR,[ o� To mw°.nE o� A mlcTea o� To caNcxtE a� NnvcaeNalOw tEman+ 1• (n.) r MIA N/A N/A °• N/A r � r w/ I (tOP) 6• s' N/A wp r r e' r r •' , (sonou) 1• N/A N/A M/A 6• NL/A e' N/A t' N/A N/A N/A e• N/A S• N/A r M/A II (e0}10Y) +ss3. -T2D r MIA N/A N/A e• N/A 6' N/A R• N/A J k . lro% >'_s• OW LESS O1 ME55 r S' N/A NIA 0' e' r r e' r a (6O1OM) 6' N/A M/A N/A e• N/A 6' ,1/A 6• M/A 7 �) N/A N/A ,x ,n• ° ,/4• 1x ln• 6 1/s• a 1/r • 1/.• a ,/.• ° 1/4• s (IOP/WDIIOM) I i1K . 51/CHIC TOW ai(NJALONS en0 LOGO IMIR 6INDIIa MwMw NEIDR aACIIm AID A•rsr I90E I,STANES AAIr RDrATm a T1116 samu. FOR ED LENS THAN leE'ATiO ON S61mll{L R®IXS AtiIDR SIWCRD eT Ml11PLYN0 YK1D WIOOI OI �,DHAE F M FOMlpl.i FACTMS i0R 114 OPONrON ro E FpeE•L[, IAIDyCm ►ntPAO 0/O•'ED 11B14 rAClO1 SHILL ART K I,Et 11.4M YNYW 81WOa fYWdTm fp EAOI AMOIeR 110E AT AN,` DIS IERDD. AeleA M I/! • --I/r• 1/� In'• _ ,/A'i 1/r• WmR arP-set �T''b•WR PLfR[•-6E •KR�I nOUD-sr le. TIPS rwolf p.) 7 In 3 sA A.] o.w sr pa } , ,n Sella n BB6t Rs6ep MnNI, , In• m s - - - - ,.- aI L0.. s/r LONG eRAm •wle+G W/ -IIoa' ss Ms, s s t/r or- roe LORn6 w ro r-o• AM s V4• D.C. twaW w ro 6-N' fAr.. ITW !la-,O YRt iTSMt D OR PAIEl3NR PWS • Y 0. C. YIIM 1 In' W. THREADED M110N TD M[AOW TOR ALL I,IIDIIB IA -6' Ya.. 1 PARAROAI I ro ISMS I I I 1 I ED' 1 To I— - I t_ 1 1/4' TOLL !n' LEND BRAS eN6,wN FOR TWIa L,TIOINS N ro s'-°' AMC, 4 ,/r o.c TTA LtllR116 li ro ram• IAr. TX R Ita-f0 M1IEiM1AR TOW[ D M 1BBw.ID PNIRINIE nua • v ,p' n c. wml 1 I� ,/7• IM iMlOnm R[NETMT1011 AT t MORDIN OF EIpe10 ROOD PUir iM ��'�'�'p�''��y ��•�f�' I'N��'T�A11 L040M3 uP ro r-r Vas. l�1i000iEii..Y3L� SCALE J/b-I' fAMWAD 1 INSTALLATION DETAILS FOR REGULAR PANELS�ti do C11� INTO EXISTING WOOD STRUCTURES hh:, yyy 4 j, i ,/s/�Y, N]�OY�fPRIE�w�1t�• r O.0 U ., 11, k IT ro,ElR,fle 116°D MGDOIPFK,RSIb, � {II� 'II EO• I Eon ec Eof_ _ ED 1 i 1 �'�� j � R•�ma � � e7� tAI.jEA4tERYA>ati E_lyCt W ALTERNATIVE L�(J`� sEwtE J/e-T' SCALE 7/6-I' 1 - - °E.o°Ci1 w�1°,. L6RrweN"awl] ° TO CLASS Doss • � ED1 I EO f • �r, Col. ED 1 EON T 1/7' E0l _. I .T..•-� .•m AA,r E01 , L•y. r, -. - i � R•N•o �qy� I ` 4 O,nL ' '. /.•. ,Ac foa•s •roc • - -; In w WraR .RImM•%TI ALTERNATIVE 3W ALTERNATIVE 4W RCa•� • ,eDnNN O AWG SCALE J/e-1• 9CA4L J/B-1' ALTERlIATNE WOOD F'IIAYE �,iDRIONS A Add n..r unl. un wK4.1 awnu NOTE :FRITTER TRAOQ NOT SIILM/ FOR ClAR11Y 1711111011 oil AL IETU 1>It>II�T 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -720 P$F AND PANEL'S LENGTH UP TO B'-B' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SPECIFIC DENSITY OF D.SS OR EQUAL. NOTE FOR C011BBNATIDN OF SECTIONS: TOP !BOTTOM MOUNTNGS CAN BE COMLRNED IN ANY WAY TO SUIT ANY INSTA g110N. O OR DIRECT MOUNT ANCHOR ANCHOR SPACING SPACING DETAIL I )N (APPLICABLE TO SCHEDULE 1) MAXIMUM P STUDS a EVERY O,AFjt1A1P TO 2H0 D PANEL LID TO C A.S.D. DESIGN RESSURE RATING AND .7,_ •. INTO •• :i CONCRETE ,FIT.. STRUCTURESonak -0 1LTER//A1E 1 � � AT END PANEL sruos a EYvn wclaAP TO HOLD FW/IEL s/e• un (asE q i - -- - - - -- - s• Wn. (OA4 q -� o Y ®� S V4' SEE 8fE INTERIM PANEL END PANEL -� SCHEDULE �ECNEDULE � •-J'- NOR Yo ANCHOR MIP�AN�CFDR a J SPACING SPA�CMG ,'-0' Yin. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SGH�LE 2) 1- MAXIMUM A.S.D. DESIGN PRESSURE RATING (pyi) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCHEDULE tAnwjCA� r TD Kr1ON5 1 ! : !Trb FOa a �' en°Ry PA�t SCM7EM ON SHIMMY 131. APPLICABLE MNAs.o. 1AimN v iw-w auyl w1(EwR mwE o AwONDE ws sECigN7 E i MNW1R1 PANEL PRE5011E1 ro YC0 � [ CO.N TO TO mmm A[TE 6L CONCRETE � ro � CONroEtF &.Wt OFCO11°°I�O10N ,DNTH 1• (a) 6' N/A N/A N/A 8' N/A 6' N/A r N/A i ! 2 (1OP) 55.0. -720 g• 7' 9• B' 0' 9' D' 0' 1 (BOTTOM) 5' ' OR 1E55 °• N/A N/A N/A S. N/A 8• N/A 8' N/A 1 ! 2 (TOP) 0• 5" B' S. 0' 7 1/2' 0' 0' B' 9' 1 (BOTTOM) 6• NJA N/A N/A 6• WA 6• N/A 6' MIA 1 ! 2 (TOP) +SS,O -72A 7'-r TO e'-r B' 4' 9' b' 0' 6• 6' 6' r e' 1 (BOTTOM) VA DASD I (S11,p • S/Y Mn. IIW TOP " I.4n OTt 4 (aD • r y NTfY 10N d MEAQ k MWY AXIMUM PANE PNLSAME T - - COyeIN1iA1W LENGTH l' (R.) wtlD t � OF THEM 4402 -61.5 3• y { 1 2' { 1/2' 1 (BOTTOM) 7•-6' OR LESS +538 -86A 3' J' 4' 4• 1 (BOTTOM) 7'-6' OR LESS +65.0 -72D 2 1/2' 2 1/2' 4' ] 1/2• 2 (BOTTOM) r-e' OR LL55 +SILO -720 2 1/2• 2 1/2' N/A � N/A 2 (BOTTOM) r-6' TO B'-0' +SILO -72.0 W/A NJA J• J• 2 (BORON) 7'-8' TO b'-6- tort un aool 4d PNnP�,eRtH 1AA� MIND ev RxWtM arY fEtNAAm. rrin ro a,A•3 nP,o,la Cu SE eQT fs FOR ANOIOIe TYPE t SPMY10 FOR 14TALLAla,e ONTO 11000 TRY( 6UlDIe. 1•rRM AMCYaR STYC•ae AND Y►41M EDGE BRNI4CC AIR f.ORAwD ON 11RS SPtONt. IWIt [D. LIS 1HW I10rAltD W eaYmNE RFDIICf ANCHOR 8PKr40 eY YIATPLYID SP,•Clq show ON SOImINi 6Y THE rdlOrfa FAC1O6. 10R itNK OKRAIION ro IR POSMBLL Rm11Cm SPAfl10 06TARIm IA9a FACTOR 81MLL NOT E LESS THAN AII/IAI,1 9TWCIq •DRJOEO FOR EACH ANtlall TYPE N 1IIOIOR! ,EWDD. t1/YO1 O11POP - I•A16W1• GYM,-•1 AfA ANPNa RNDID OAI E In •TrT•m OA.) , a , , s Ael/L 6A, ROTOR tm-- .,,B, � FLORIDA MAXIMUM A.S.D. DESIGN PRESSURE RATING (p_s_.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIN: (Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS 1Qt ©asuLUTlohs As PER sEeT,DNs , T1661 10, ON SHEETS {. s ! 6) ,,+�NPPAWN �r�t VCEN �r✓ •'•� FLORIDA BUILDING CODE (Nigh Y•IIIcI III cons Zone No. 4167 = °'a0 x1Em' •c 20 GAGE GALVANIZED STEEL STORY PANEL ]A * oR•NI s.: PROTECTION PRODUCTS. LLC. °f p,<A°, °e IL ECOIY6 %t' '•f� (p* W° 6.W. s, SPRCi '� a6 a.,j.",r_.:.�t0w'nN.�]sa F"'Ix"NeaI6EP-sn] 20-178 PLR rN-la 4R- �r 1,• r- ORYIIei N• IAAp4N L >AOA/! OA-mW7H WKTa A run Ar., PL t1-W rNOT f O M MNAOMw IaAWtAA1 AIH1aaNW s•c•a FOR ED. - a 1/2- "D. - DEMON TAKEN Cr TAP-W CNII-W ►114OWT[ ]E14HL a ►Nt3lN7E PLUS SOIa 9R APPLICABLE TO PRF131RE SCCiDN3 / k MAX" RATITE RATING ro ro ro ro ro ro ANY COMIRIIATIoII LONI.TN 1• tn.) ro eOwGIE1E CONCRLIF TO I:OIILIRTE eo,ICR[1[ ro CONCRETE CONCRETE ro tONOR'rt CONCIIEI[ ro NXtNGREIE CONCRETE TO COAIGET[ MNORT[ tX tINp1 [M1a/.) BlOCR BLOCN i0O( 9.001 B,Ddt NLDOT 6• N/A N/A N/A 6' N/A e• N/A e• N/A N/A N/A 1 (TOP) 6• 4' N/A N/A B' 8' 8' B' r 9• N/A N/A , (BOTTOM) 6' N/A N/A N/A 6' MIA 6' N/A 6' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BOTTOM) SS.S, -720 8' N/A N/A MIA B' MIA, 6• N/A 8' N/A N/A N/A } A { (TOP) �r-S• TO B'-6' � '� 6' 4' N/A N/A 8• 6' B' 8' °• 8' N/A N/A 3 (BOTTOM) B N/A N/A MIA S. N/A 6• N/A e' N/A N/A N/A 7 (TOP) b' 4' NJA N/A 8• S. 6• 6' fi' 6' N/A N/A { k 7 (BOTTOM) N/A N/A ,2 1/2' 6 1/� 12 1/2' a 1/{' a I/4' ° 1/{' 6 I/{' fi 1/1' N/A N/A S (TOP/80TT0M) SOLO. -53.3 N/A N/A f2 1/2' 6 1/{' 12 '/2' a 1/4' 6 i/{' b t/4' 6 1/4' a 1/4' N/A N/A a (TOP/BOTTOM) i0 SS.O. -73.0 N/A N/A a 1/4' N/A 6 1/{' N/A ° 1/4' 6 1/a' 8 ,/4' 6 i/4' N/A N/A 6 (TOP/BOTTOM) r-6• TO 11'-2- MIA N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/i• 6 t/{• 8 1/{' B. 0. 10 (TOP) 43b _�0 8• 4' N/A N/A N/A N/A N/A N/A 6' 6• 8 I/a' a 1/4' 8 (BOTTOM) OR LESS 12'-4' OR LESS 6• 4' N/A N/A N/A N/A N/A N/A 6' 8' 6 I/{' 6 1/{• 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 I/{' 6 //4' a 1/4• 10 (BOTTOM) � i SEE srtls 10. 11 AM ,: FDIA ANCHORS TYPE sPAcelD iITR fmaulloNs INTO WOW rRRME alNnse. AelwRw NTc,aR svAcrAlts AND MRMRlY EDCE o6TAlaE ARE flpf:ATED ON Time saEant. FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at " '`i�sioRNP,7°ri"i ° •,>�ilu� awnm SCALE 3/6-1• 401E Muu.au Cw AL60 HIE ISTALLEO W/O STORY PANELS ON TOP QA BOTTOM SO TINT ,, IS LOCATED AT TOP OR BOTTOM OF OPENING. (ONE PANEL OPD" R/ TUBE TOP OR WrtOM) ,•11.f • r� i •off�ln ,loop aI°•a°I N>M i j , >a fe,mu OIM I ��1W 6.ALL• 1/4' - 1- f•DR . r� A•eeNIXON, �°TpOpY•�M6 t/ .Ws Oµdl l•111_g0� YYY _ _ _ _ J 1 _ . •® ; + lit ED =�: 1 - _L _ I ''. I AAuwN ew4 • pa Aeua to ,} 1 SECTION Y-Y SPLIT STORY PANEL ELEVATION MALE 1/a'-+'�°nw is SGNF t/6••.1• 1'0"Ym4 - 9 �tyJ w°m'll� FDI tWALL MOUNTINIC N nALLATNMi - ALTi78IATIVE 3W -- SCALE. Ile - I• •„sY a „AR INSTALLATION - ALTERNATWE 2W IKAIE t/4• - I' Nwa 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 p.s.l. AND PANEL'S LENGTH UP TO e'-8'- 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR COMBINATION OF SECTIONS; TOP @ BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Y 111II t FLnrfo YOUlITIMG WALL !FLOOR MOUNTING INSTALIAT(�I - ALTERE A= /w INS'TAL •TM3 - &TEINATW S11t (SECTION AT TOP IS LIMITED TO +MS-67.0 MAX, SERE 1/4• - 1- A.S.D. DESIGN PRESSURE RAGING) SORE 1/4' - 1- fR"•• • ,e ,n�a.� i J ANWre ,.�YiR� ,.Ro�o�fY eml FLOOR INHINTINO INSTALLATION - SECTION JAW SCALL 1/4' - 1- CONCRETE ANCHM ODNORR ANCHM TOR OONCAM ANCHOW SE SOEOIAE ON BEET 14; (SE SCIEDIAE Of �. (SE SOfDOCO E ON TOR WOSORE. SE SLCIDM ON SHEET 16 ow IQ� SHEET,14) \ ^J'_ 1, 1 Lle, T, . a[ IW/15 _I POLWO CONCRETE POYMD COIIOER F-4 � REMAINED Cant ro�mSM`IBATON I 0 M Mro0."'9F' tDN /S (�1f• y =ID :IEnv�RYnc. I ,/4•ar NAMES , .Mal- IWCNWE 11/e' YAM. saggN W/ SPEmN t I Wn (ONE OSrEE�TRR1 (SEE D" 1/1.) Tp • 17 1 Od. a' WA. T-2/ x>'� ro • ,7 In O.C. 1 j LM (SEE xT. 71T1) H I I Pn on comchm wlr ED i I I /15 ---�, LOCATOR ; J ON LIFE TERSAFETY PANEL L- = te4E AREA wRf AM WJE�wPN4L5 - _ - - (SEE IgTE ISELOW) / SAFETY PANEL /O REGULAR TRACKS W (SEE NOTE , CO,LREIE New= " f ; BELOW) s LAST PANE TO BE FSTALM AS Ln SAFETY` STOI61 PANEL OPENING SMALL mor se"CoAt OI // ��pL�E, ppRF qAS SHEET '.) POINTED mKCIIIIE 1 NK- MNODON) O'WAEYS BE MUT10N/ SRUIOEO ISNA REQUIRED /( , ._ TO K INSTALLED 06 REMOVED FROM HG E TEE 11C/[OL OIL ELEVATION STRUCTURE :Hm•T ta) --ED '` WALL MOUNTING INSTALLAMO X&u AND FLOQR YOtINTiNG INSTALLATION SCALE 3/32'-1' SECTKiN i SCALE: 3/6' - 1' - SECTION 2 SCALE: 3/6' - +' r.1/a Mr NAP ®®CO T 1/e III 1 " dV �_ NOTES ON LIFE I. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) TOR AS AN INTERICIAL PANEL (ANY PANEL LOCATOR IN BETWEEN END PANEL. NE (A�- -- LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS 6 YE NOtE 1)"'"E'S lT'DT p"'EniNp�'i 'D" (W/ OR W/O REaEAR TRAM.) SE NOR ,) 1. LIFE SAFETY StOR PANEL CONSISTS Or 0.030' GALVANIZED STEEL STORM PANEL AS SECTION B-B PER COMPONENT SEMI 2 OF ORAWTNG, WALL 3/32--t- THYS PANEL ITSELF TO BE REMOVED OR INSTALLED FROM THE INFDE OF STRUCTURE. U1ABA ]. LIFE SAFETY PMD. REIYARES TOP TRACK TO BE COMPONENT (z)! BOTTOM TRACK TO BE Co AS PETS S/EET 2 of THIS DRAWM.4�r✓ L'ONPOMENT Y BE aSTALLED WAu OR FLOOR MOUNTED FOLLOWING SECTIONS I ! EN '•.� 2 oN t]65 SFEE'I, AS ,TELL AS DETAILS I ! 2 ON SHEET 14. 3.�'.:'�\G Sr 4. Mn,. 1EIX:IH FOR COMPONENT IS iS'. _ FLORIDA BUILDNLG CODE (High VelocityNMMcans Zone Mar. ANCHOR SPACING FOR COMPONENT (®ANCHORAGE AT BOTTOM IS GNEN ON - A00}0 °L�• •'C• FD SLHEDUI� ! 2. SHEET 14. z * 20 GAGE GALVANIZED STEEL STORY PANEL awWN Nr. COMPONENT MAY BE PERMANENT OR REMOVA13LL £ * :• .._1 s. SEE DETAILS E'ER INSTALLATION INTO WOOD FRAME BUILDINGS NGS ON SHEET IS- �*•A9 1�'' : -. -- /w PROTECTION PRODUCTS. LLC. Rr/i°/ftli0 y Q� .'' 7 I L E �r O INc- wm aw 51 6 SEE SHEET a FOR DEIA0. APPLICABLE TO THE NECESSITY MR THE INSTALLATION OF q ,�•,, l•'3d" �r SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/wow BANDS. A`N �•s NA�-N f �a.. w. ,: W.,..Y wILRmW wvc (s)M-u46• AAX, (w)Ra-0"? 20-176 N NI NEVItlIN f4IA) fN-MW IY . OIR nl-Irl .I• r Oletldlo w a U-000o11S f nom A .PL Y••••• a41 flQl I, a iW MAXIMUM A.S.D. DESIGN PRESSURE RATING ...fa AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (wm ONLY FOR *3 SSTALLATOUS As PER secrueeS I THRU 1(LON SHEETS 4. S ! 6) THICK • 811m S/ 1/4T20.1• SS. HIS. k "MR AT 9~ • AIRLEIaRI Of FRRD. MAXIMUM A.S.D. DESIGN PRESSURE RATING a ff) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIA QINSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PAMLLS IQk Q ISTALLATIONS AS PER SECTIONS I TWN 7, ON STETS 4 ! S) 10 To 10 TO u ..r 3''�}CENSF' •'P FLORIDA BUILDING CODE M h YN Nu cons Zone) * r` No. 4167 '. * £ � _ °�6 ^��0. •Ic 20 GAGE GALVANIZED STEEL STORM PANEL. "s— GLOBAL PROTECTION PROD=. uc. °in°/i010 �'• DO[ o0o aW. s ftWrET AtiS' • A• Y.- 0 T4A now Cow w "IDIe (6s4NM » t n�ou� lsa)eFe-nn 20-176 TEA-mORtR r,• we w 1ATAANI Nr ANNNII N L ftµ/ROUnII!/DA1E NMITa A tun ,... P.E ,]-w - - ,a sNan 10 . 1, FT1R ANCHORS pNAAORY Asa MA.� LEMORI M1N0 I.) (aR' ) 4A58 OO,entOw 6 081r101e/ ,md -77A Y-S' OR L1C$ II 1/!• IIeOUED t 11111U S k 7 .sas. -]xD ,ra• ro s•-6• fAr 7 ,/•' 1AI60LifD s k 7 .x.0. -no Ar-6• ro ,r-II• A1r 7 1/7• • •�' s ..3A, -Lao Ix'-+' a L[SS 3 ,n' • °�p1Q"' a • • ,o LL NAKI,Rr AsO. NAWAAM ,11P10R6 lIYICe,O Td. CD. - , ,/r •• o61oN 1APCOM n tAP-1°Nr cNN-« nwnNUE nalY, o nwnN.rz nw ! i wxww nw¢ M� u�) ]° mNclalE � ro mNaR,[ o� To mw°.nE o� A mlcTea o� To caNcxtE a� NnvcaeNalOw tEman+ 1• (n.) r MIA N/A N/A °• N/A r � r w/ I (tOP) 6• s' N/A wp r r e' r r •' , (sonou) 1• N/A N/A M/A 6• NL/A e' N/A t' N/A N/A N/A e• N/A S• N/A r M/A II (e0}10Y) +ss3. -T2D r MIA N/A N/A e• N/A 6' N/A R• N/A J k . lro% >'_s• OW LESS O1 ME55 r S' N/A NIA 0' e' r r e' r a (6O1OM) 6' N/A M/A N/A e• N/A 6' ,1/A 6• M/A 7 �) N/A N/A ,x ,n• ° ,/4• 1x ln• 6 1/s• a 1/r • 1/.• a ,/.• ° 1/4• s (IOP/WDIIOM) I i1K . 51/CHIC TOW ai(NJALONS en0 LOGO IMIR 6INDIIa MwMw NEIDR aACIIm AID A•rsr I90E I,STANES AAIr RDrATm a T1116 samu. FOR ED LENS THAN leE'ATiO ON S61mll{L R®IXS AtiIDR SIWCRD eT Ml11PLYN0 YK1D WIOOI OI �,DHAE F M FOMlpl.i FACTMS i0R 114 OPONrON ro E FpeE•L[, IAIDyCm ►ntPAO 0/O•'ED 11B14 rAClO1 SHILL ART K I,Et 11.4M YNYW 81WOa fYWdTm fp EAOI AMOIeR 110E AT AN,` DIS IERDD. AeleA M I/! • --I/r• 1/� In'• _ ,/A'i 1/r• WmR arP-set �T''b•WR PLfR[•-6E •KR�I nOUD-sr le. TIPS rwolf p.) 7 In 3 sA A.] o.w sr pa } , ,n Sella n BB6t Rs6ep MnNI, , In• m s - - - - ,.- aI L0.. s/r LONG eRAm •wle+G W/ -IIoa' ss Ms, s s t/r or- roe LORn6 w ro r-o• AM s V4• D.C. twaW w ro 6-N' fAr.. ITW !la-,O YRt iTSMt D OR PAIEl3NR PWS • Y 0. C. YIIM 1 In' W. THREADED M110N TD M[AOW TOR ALL I,IIDIIB IA -6' Ya.. 1 PARAROAI I ro ISMS I I I 1 I ED' 1 To I— - I t_ 1 1/4' TOLL !n' LEND BRAS eN6,wN FOR TWIa L,TIOINS N ro s'-°' AMC, 4 ,/r o.c TTA LtllR116 li ro ram• IAr. TX R Ita-f0 M1IEiM1AR TOW[ D M 1BBw.ID PNIRINIE nua • v ,p' n c. wml 1 I� ,/7• IM iMlOnm R[NETMT1011 AT t MORDIN OF EIpe10 ROOD PUir iM ��'�'�'p�''��y ��•�f�' I'N��'T�A11 L040M3 uP ro r-r Vas. l�1i000iEii..Y3L� SCALE J/b-I' fAMWAD 1 INSTALLATION DETAILS FOR REGULAR PANELS�ti do C11� INTO EXISTING WOOD STRUCTURES hh:, yyy 4 j, i ,/s/�Y, N]�OY�fPRIE�w�1t�• r O.0 U ., 11, k IT ro,ElR,fle 116°D MGDOIPFK,RSIb, � {II� 'II EO• I Eon ec Eof_ _ ED 1 i 1 �'�� j � R•�ma � � e7� tAI.jEA4tERYA>ati E_lyCt W ALTERNATIVE L�(J`� sEwtE J/e-T' SCALE 7/6-I' 1 - - °E.o°Ci1 w�1°,. L6RrweN"awl] ° TO CLASS Doss • � ED1 I EO f • �r, Col. ED 1 EON T 1/7' E0l _. I .T..•-� .•m AA,r E01 , L•y. r, -. - i � R•N•o �qy� I ` 4 O,nL ' '. /.•. ,Ac foa•s •roc • - -; In w WraR .RImM•%TI ALTERNATIVE 3W ALTERNATIVE 4W RCa•� • ,eDnNN O AWG SCALE J/e-1• 9CA4L J/B-1' ALTERlIATNE WOOD F'IIAYE �,iDRIONS A Add n..r unl. un wK4.1 awnu NOTE :FRITTER TRAOQ NOT SIILM/ FOR ClAR11Y 1711111011 oil AL IETU 1>It>II�T 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -720 P$F AND PANEL'S LENGTH UP TO B'-B' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SPECIFIC DENSITY OF D.SS OR EQUAL. NOTE FOR C011BBNATIDN OF SECTIONS: TOP !BOTTOM MOUNTNGS CAN BE COMLRNED IN ANY WAY TO SUIT ANY INSTA g110N. O OR DIRECT MOUNT ANCHOR ANCHOR SPACING SPACING DETAIL I )N (APPLICABLE TO SCHEDULE 1) MAXIMUM P STUDS a EVERY O,AFjt1A1P TO 2H0 D PANEL LID TO C A.S.D. DESIGN RESSURE RATING AND .7,_ •. INTO •• :i CONCRETE ,FIT.. STRUCTURESonak -0 1LTER//A1E 1 � � AT END PANEL sruos a EYvn wclaAP TO HOLD FW/IEL s/e• un (asE q i - -- - - - -- - s• Wn. (OA4 q -� o Y ®� S V4' SEE 8fE INTERIM PANEL END PANEL -� SCHEDULE �ECNEDULE � •-J'- NOR Yo ANCHOR MIP�AN�CFDR a J SPACING SPA�CMG ,'-0' Yin. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SGH�LE 2) 1- MAXIMUM A.S.D. DESIGN PRESSURE RATING (pyi) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCHEDULE tAnwjCA� r TD Kr1ON5 1 ! : !Trb FOa a �' en°Ry PA�t SCM7EM ON SHIMMY 131. APPLICABLE MNAs.o. 1AimN v iw-w auyl w1(EwR mwE o AwONDE ws sECigN7 E i MNW1R1 PANEL PRE5011E1 ro YC0 � [ CO.N TO TO mmm A[TE 6L CONCRETE � ro � CONroEtF &.Wt OFCO11°°I�O10N ,DNTH 1• (a) 6' N/A N/A N/A 8' N/A 6' N/A r N/A i ! 2 (1OP) 55.0. -720 g• 7' 9• B' 0' 9' D' 0' 1 (BOTTOM) 5' ' OR 1E55 °• N/A N/A N/A S. N/A 8• N/A 8' N/A 1 ! 2 (TOP) 0• 5" B' S. 0' 7 1/2' 0' 0' B' 9' 1 (BOTTOM) 6• NJA N/A N/A 6• WA 6• N/A 6' MIA 1 ! 2 (TOP) +SS,O -72A 7'-r TO e'-r B' 4' 9' b' 0' 6• 6' 6' r e' 1 (BOTTOM) VA DASD I (S11,p • S/Y Mn. IIW TOP " I.4n OTt 4 (aD • r y NTfY 10N d MEAQ k MWY AXIMUM PANE PNLSAME T - - COyeIN1iA1W LENGTH l' (R.) wtlD t � OF THEM 4402 -61.5 3• y { 1 2' { 1/2' 1 (BOTTOM) 7•-6' OR LESS +538 -86A 3' J' 4' 4• 1 (BOTTOM) 7'-6' OR LESS +65.0 -72D 2 1/2' 2 1/2' 4' ] 1/2• 2 (BOTTOM) r-e' OR LL55 +SILO -720 2 1/2• 2 1/2' N/A � N/A 2 (BOTTOM) r-6' TO B'-0' +SILO -72.0 W/A NJA J• J• 2 (BORON) 7'-8' TO b'-6- tort un aool 4d PNnP�,eRtH 1AA� MIND ev RxWtM arY fEtNAAm. rrin ro a,A•3 nP,o,la Cu SE eQT fs FOR ANOIOIe TYPE t SPMY10 FOR 14TALLAla,e ONTO 11000 TRY( 6UlDIe. 1•rRM AMCYaR STYC•ae AND Y►41M EDGE BRNI4CC AIR f.ORAwD ON 11RS SPtONt. IWIt [D. LIS 1HW I10rAltD W eaYmNE RFDIICf ANCHOR 8PKr40 eY YIATPLYID SP,•Clq show ON SOImINi 6Y THE rdlOrfa FAC1O6. 10R itNK OKRAIION ro IR POSMBLL Rm11Cm SPAfl10 06TARIm IA9a FACTOR 81MLL NOT E LESS THAN AII/IAI,1 9TWCIq •DRJOEO FOR EACH ANtlall TYPE N 1IIOIOR! ,EWDD. t1/YO1 O11POP - I•A16W1• GYM,-•1 AfA ANPNa RNDID OAI E In •TrT•m OA.) , a , , s Ael/L 6A, ROTOR tm-- .,,B, � FLORIDA MAXIMUM A.S.D. DESIGN PRESSURE RATING (p_s_.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIN: (Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS 1Qt ©asuLUTlohs As PER sEeT,DNs , T1661 10, ON SHEETS {. s ! 6) ,,+�NPPAWN �r�t VCEN �r✓ •'•� FLORIDA BUILDING CODE (Nigh Y•IIIcI III cons Zone No. 4167 = °'a0 x1Em' •c 20 GAGE GALVANIZED STEEL STORY PANEL ]A * oR•NI s.: PROTECTION PRODUCTS. LLC. °f p,<A°, °e IL ECOIY6 %t' '•f� (p* W° 6.W. s, SPRCi '� a6 a.,j.",r_.:.�t0w'nN.�]sa F"'Ix"NeaI6EP-sn] 20-178 PLR rN-la 4R- �r 1,• r- ORYIIei N• IAAp4N L >AOA/! OA-mW7H WKTa A run Ar., PL t1-W rNOT f O M MNAOMw IaAWtAA1 AIH1aaNW s•c•a FOR ED. - a 1/2- "D. - DEMON TAKEN Cr TAP-W CNII-W ►114OWT[ ]E14HL a ►Nt3lN7E PLUS SOIa 9R APPLICABLE TO PRF131RE SCCiDN3 / k MAX" RATITE RATING ro ro ro ro ro ro ANY COMIRIIATIoII LONI.TN 1• tn.) ro eOwGIE1E CONCRLIF TO I:OIILIRTE eo,ICR[1[ ro CONCRETE CONCRETE ro tONOR'rt CONCIIEI[ ro NXtNGREIE CONCRETE TO COAIGET[ MNORT[ tX tINp1 [M1a/.) BlOCR BLOCN i0O( 9.001 B,Ddt NLDOT 6• N/A N/A N/A 6' N/A e• N/A e• N/A N/A N/A 1 (TOP) 6• 4' N/A N/A B' 8' 8' B' r 9• N/A N/A , (BOTTOM) 6' N/A N/A N/A 6' MIA 6' N/A 6' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BOTTOM) SS.S, -720 8' N/A N/A MIA B' MIA, 6• N/A 8' N/A N/A N/A } A { (TOP) �r-S• TO B'-6' � '� 6' 4' N/A N/A 8• 6' B' 8' °• 8' N/A N/A 3 (BOTTOM) B N/A N/A MIA S. N/A 6• N/A e' N/A N/A N/A 7 (TOP) b' 4' NJA N/A 8• S. 6• 6' fi' 6' N/A N/A { k 7 (BOTTOM) N/A N/A ,2 1/2' 6 1/� 12 1/2' a 1/{' a I/4' ° 1/{' 6 I/{' fi 1/1' N/A N/A S (TOP/80TT0M) SOLO. -53.3 N/A N/A f2 1/2' 6 1/{' 12 '/2' a 1/4' 6 i/{' b t/4' 6 1/4' a 1/4' N/A N/A a (TOP/BOTTOM) i0 SS.O. -73.0 N/A N/A a 1/4' N/A 6 1/{' N/A ° 1/4' 6 1/a' 8 ,/4' 6 i/4' N/A N/A 6 (TOP/BOTTOM) r-6• TO 11'-2- MIA N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/i• 6 t/{• 8 1/{' B. 0. 10 (TOP) 43b _�0 8• 4' N/A N/A N/A N/A N/A N/A 6' 6• 8 I/a' a 1/4' 8 (BOTTOM) OR LESS 12'-4' OR LESS 6• 4' N/A N/A N/A N/A N/A N/A 6' 8' 6 I/{' 6 1/{• 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 I/{' 6 //4' a 1/4• 10 (BOTTOM) � i SEE srtls 10. 11 AM ,: FDIA ANCHORS TYPE sPAcelD iITR fmaulloNs INTO WOW rRRME alNnse. AelwRw NTc,aR svAcrAlts AND MRMRlY EDCE o6TAlaE ARE flpf:ATED ON Time saEant. FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at f•DR . r� A•eeNIXON, �°TpOpY•�M6 t/ .Ws Oµdl l•111_g0� YYY _ _ _ _ J 1 _ . •® ; + lit ED =�: 1 - _L _ I ''. I AAuwN ew4 • pa Aeua to ,} 1 SECTION Y-Y SPLIT STORY PANEL ELEVATION MALE 1/a'-+'�°nw is SGNF t/6••.1• 1'0"Ym4 - 9 �tyJ w°m'll� FDI tWALL MOUNTINIC N nALLATNMi - ALTi78IATIVE 3W -- SCALE. Ile - I• •„sY a „AR INSTALLATION - ALTERNATWE 2W IKAIE t/4• - I' Nwa 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 p.s.l. AND PANEL'S LENGTH UP TO e'-8'- 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR COMBINATION OF SECTIONS; TOP @ BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Y 111II t FLnrfo YOUlITIMG WALL !FLOOR MOUNTING INSTALIAT(�I - ALTERE A= /w INS'TAL •TM3 - &TEINATW S11t (SECTION AT TOP IS LIMITED TO +MS-67.0 MAX, SERE 1/4• - 1- A.S.D. DESIGN PRESSURE RAGING) SORE 1/4' - 1- fR"•• • ,e ,n�a.� i J ANWre ,.�YiR� ,.Ro�o�fY eml FLOOR INHINTINO INSTALLATION - SECTION JAW SCALL 1/4' - 1- CONCRETE ANCHM ODNORR ANCHM TOR OONCAM ANCHOW SE SOEOIAE ON BEET 14; (SE SCIEDIAE Of �. (SE SOfDOCO E ON TOR WOSORE. SE SLCIDM ON SHEET 16 ow IQ� SHEET,14) \ ^J'_ 1, 1 Lle, T, . a[ IW/15 _I POLWO CONCRETE POYMD COIIOER F-4 � REMAINED Cant ro�mSM`IBATON I 0 M Mro0."'9F' tDN /S (�1f• y =ID :IEnv�RYnc. I ,/4•ar NAMES , .Mal- IWCNWE 11/e' YAM. saggN W/ SPEmN t I Wn (ONE OSrEE�TRR1 (SEE D" 1/1.) Tp • 17 1 Od. a' WA. T-2/ x>'� ro • ,7 In O.C. 1 j LM (SEE xT. 71T1) H I I Pn on comchm wlr ED i I I /15 ---�, LOCATOR ; J ON LIFE TERSAFETY PANEL L- = te4E AREA wRf AM WJE�wPN4L5 - _ - - (SEE IgTE ISELOW) / SAFETY PANEL /O REGULAR TRACKS W (SEE NOTE , CO,LREIE New= " f ; BELOW) s LAST PANE TO BE FSTALM AS Ln SAFETY` STOI61 PANEL OPENING SMALL mor se"CoAt OI // ��pL�E, ppRF qAS SHEET '.) POINTED mKCIIIIE 1 NK- MNODON) O'WAEYS BE MUT10N/ SRUIOEO ISNA REQUIRED /( , ._ TO K INSTALLED 06 REMOVED FROM HG E TEE 11C/[OL OIL ELEVATION STRUCTURE :Hm•T ta) --ED '` WALL MOUNTING INSTALLAMO X&u AND FLOQR YOtINTiNG INSTALLATION SCALE 3/32'-1' SECTKiN i SCALE: 3/6' - 1' - SECTION 2 SCALE: 3/6' - +' r.1/a Mr NAP ®®CO T 1/e III 1 " dV �_ NOTES ON LIFE I. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) TOR AS AN INTERICIAL PANEL (ANY PANEL LOCATOR IN BETWEEN END PANEL. NE (A�- -- LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS 6 YE NOtE 1)"'"E'S lT'DT p"'EniNp�'i 'D" (W/ OR W/O REaEAR TRAM.) SE NOR ,) 1. LIFE SAFETY StOR PANEL CONSISTS Or 0.030' GALVANIZED STEEL STORM PANEL AS SECTION B-B PER COMPONENT SEMI 2 OF ORAWTNG, WALL 3/32--t- THYS PANEL ITSELF TO BE REMOVED OR INSTALLED FROM THE INFDE OF STRUCTURE. U1ABA ]. LIFE SAFETY PMD. REIYARES TOP TRACK TO BE COMPONENT (z)! BOTTOM TRACK TO BE Co AS PETS S/EET 2 of THIS DRAWM.4�r✓ L'ONPOMENT Y BE aSTALLED WAu OR FLOOR MOUNTED FOLLOWING SECTIONS I ! EN '•.� 2 oN t]65 SFEE'I, AS ,TELL AS DETAILS I ! 2 ON SHEET 14. 3.�'.:'�\G Sr 4. Mn,. 1EIX:IH FOR COMPONENT IS iS'. _ FLORIDA BUILDNLG CODE (High VelocityNMMcans Zone Mar. ANCHOR SPACING FOR COMPONENT (®ANCHORAGE AT BOTTOM IS GNEN ON - A00}0 °L�• •'C• FD SLHEDUI� ! 2. SHEET 14. z * 20 GAGE GALVANIZED STEEL STORY PANEL awWN Nr. COMPONENT MAY BE PERMANENT OR REMOVA13LL £ * :• .._1 s. SEE DETAILS E'ER INSTALLATION INTO WOOD FRAME BUILDINGS NGS ON SHEET IS- �*•A9 1�'' : -. -- /w PROTECTION PRODUCTS. LLC. Rr/i°/ftli0 y Q� .'' 7 I L E �r O INc- wm aw 51 6 SEE SHEET a FOR DEIA0. APPLICABLE TO THE NECESSITY MR THE INSTALLATION OF q ,�•,, l•'3d" �r SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/wow BANDS. A`N �•s NA�-N f �a.. w. ,: W.,..Y wILRmW wvc (s)M-u46• AAX, (w)Ra-0"? 20-176 N NI NEVItlIN f4IA) fN-MW IY . OIR nl-Irl .I• r Oletldlo w a U-000o11S f nom A .PL Y••••• a41 flQl I, a iW MAXIMUM A.S.D. DESIGN PRESSURE RATING ...fa AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (wm ONLY FOR *3 SSTALLATOUS As PER secrueeS I THRU 1(LON SHEETS 4. S ! 6) THICK • 811m S/ 1/4T20.1• SS. HIS. k "MR AT 9~ • AIRLEIaRI Of FRRD. MAXIMUM A.S.D. DESIGN PRESSURE RATING a ff) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIA QINSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PAMLLS IQk Q ISTALLATIONS AS PER SECTIONS I TWN 7, ON STETS 4 ! S) 10 To 10 TO u ..r 3''�}CENSF' •'P FLORIDA BUILDING CODE M h YN Nu cons Zone) * r` No. 4167 '. * £ � _ °�6 ^��0. •Ic 20 GAGE GALVANIZED STEEL STORM PANEL. "s— GLOBAL PROTECTION PROD=. uc. °in°/i010 �'• DO[ o0o aW. s ftWrET AtiS' • A• Y.- 0 T4A now Cow w "IDIe (6s4NM » t n�ou� lsa)eFe-nn 20-176 TEA-mORtR r,• we w 1ATAANI Nr ANNNII N L ftµ/ROUnII!/DA1E NMITa A tun ,... P.E ,]-w - - ,a sNan 10 . 1, FT1R ANCHORS pNAAORY Asa MA.� LEMORI M1N0 I.) (aR' ) 4A58 OO,entOw 6 081r101e/ ,md -77A Y-S' OR L1C$ II 1/!• IIeOUED t 11111U S k 7 .sas. -]xD ,ra• ro s•-6• fAr 7 ,/•' 1AI60LifD s k 7 .x.0. -no Ar-6• ro ,r-II• A1r 7 1/7• • •�' s ..3A, -Lao Ix'-+' a L[SS 3 ,n' • °�p1Q"' a • • ,o LL NAKI,Rr AsO. NAWAAM ,11P10R6 lIYICe,O Td. CD. - , ,/r •• o61oN 1APCOM n tAP-1°Nr cNN-« nwnNUE nalY, o nwnN.rz nw ! i wxww nw¢ M� u�) ]° mNclalE � ro mNaR,[ o� To mw°.nE o� A mlcTea o� To caNcxtE a� NnvcaeNalOw tEman+ 1• (n.) r MIA N/A N/A °• N/A r � r w/ I (tOP) 6• s' N/A wp r r e' r r •' , (sonou) 1• N/A N/A M/A 6• NL/A e' N/A t' N/A N/A N/A e• N/A S• N/A r M/A II (e0}10Y) +ss3. -T2D r MIA N/A N/A e• N/A 6' N/A R• N/A J k . lro% >'_s• OW LESS O1 ME55 r S' N/A NIA 0' e' r r e' r a (6O1OM) 6' N/A M/A N/A e• N/A 6' ,1/A 6• M/A 7 �) N/A N/A ,x ,n• ° ,/4• 1x ln• 6 1/s• a 1/r • 1/.• a ,/.• ° 1/4• s (IOP/WDIIOM) I i1K . 51/CHIC TOW ai(NJALONS en0 LOGO IMIR 6INDIIa MwMw NEIDR aACIIm AID A•rsr I90E I,STANES AAIr RDrATm a T1116 samu. FOR ED LENS THAN leE'ATiO ON S61mll{L R®IXS AtiIDR SIWCRD eT Ml11PLYN0 YK1D WIOOI OI �,DHAE F M FOMlpl.i FACTMS i0R 114 OPONrON ro E FpeE•L[, IAIDyCm ►ntPAO 0/O•'ED 11B14 rAClO1 SHILL ART K I,Et 11.4M YNYW 81WOa fYWdTm fp EAOI AMOIeR 110E AT AN,` DIS IERDD. AeleA M I/! • --I/r• 1/� In'• _ ,/A'i 1/r• WmR arP-set �T''b•WR PLfR[•-6E •KR�I nOUD-sr le. TIPS rwolf p.) 7 In 3 sA A.] o.w sr pa } , ,n Sella n BB6t Rs6ep MnNI, , In• m s - - - - ,.- aI L0.. s/r LONG eRAm •wle+G W/ -IIoa' ss Ms, s s t/r or- roe LORn6 w ro r-o• AM s V4• D.C. twaW w ro 6-N' fAr.. ITW !la-,O YRt iTSMt D OR PAIEl3NR PWS • Y 0. C. YIIM 1 In' W. THREADED M110N TD M[AOW TOR ALL I,IIDIIB IA -6' Ya.. 1 PARAROAI I ro ISMS I I I 1 I ED' 1 To I— - I t_ 1 1/4' TOLL !n' LEND BRAS eN6,wN FOR TWIa L,TIOINS N ro s'-°' AMC, 4 ,/r o.c TTA LtllR116 li ro ram• IAr. TX R Ita-f0 M1IEiM1AR TOW[ D M 1BBw.ID PNIRINIE nua • v ,p' n c. wml 1 I� ,/7• IM iMlOnm R[NETMT1011 AT t MORDIN OF EIpe10 ROOD PUir iM ��'�'�'p�''��y ��•�f�' I'N��'T�A11 L040M3 uP ro r-r Vas. l�1i000iEii..Y3L� SCALE J/b-I' fAMWAD 1 INSTALLATION DETAILS FOR REGULAR PANELS�ti do C11� INTO EXISTING WOOD STRUCTURES hh:, yyy 4 j, i ,/s/�Y, N]�OY�fPRIE�w�1t�• r O.0 U ., 11, k IT ro,ElR,fle 116°D MGDOIPFK,RSIb, � {II� 'II EO• I Eon ec Eof_ _ ED 1 i 1 �'�� j � R•�ma � � e7� tAI.jEA4tERYA>ati E_lyCt W ALTERNATIVE L�(J`� sEwtE J/e-T' SCALE 7/6-I' 1 - - °E.o°Ci1 w�1°,. L6RrweN"awl] ° TO CLASS Doss • � ED1 I EO f • �r, Col. ED 1 EON T 1/7' E0l _. I .T..•-� .•m AA,r E01 , L•y. r, -. - i � R•N•o �qy� I ` 4 O,nL ' '. /.•. ,Ac foa•s •roc • - -; In w WraR .RImM•%TI ALTERNATIVE 3W ALTERNATIVE 4W RCa•� • ,eDnNN O AWG SCALE J/e-1• 9CA4L J/B-1' ALTERlIATNE WOOD F'IIAYE �,iDRIONS A Add n..r unl. un wK4.1 awnu NOTE :FRITTER TRAOQ NOT SIILM/ FOR ClAR11Y 1711111011 oil AL IETU 1>It>II�T 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -720 P$F AND PANEL'S LENGTH UP TO B'-B' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SPECIFIC DENSITY OF D.SS OR EQUAL. NOTE FOR C011BBNATIDN OF SECTIONS: TOP !BOTTOM MOUNTNGS CAN BE COMLRNED IN ANY WAY TO SUIT ANY INSTA g110N. O OR DIRECT MOUNT ANCHOR ANCHOR SPACING SPACING DETAIL I )N (APPLICABLE TO SCHEDULE 1) MAXIMUM P STUDS a EVERY O,AFjt1A1P TO 2H0 D PANEL LID TO C A.S.D. DESIGN RESSURE RATING AND .7,_ •. INTO •• :i CONCRETE ,FIT.. STRUCTURESonak -0 1LTER//A1E 1 � � AT END PANEL sruos a EYvn wclaAP TO HOLD FW/IEL s/e• un (asE q i - -- - - - -- - s• Wn. (OA4 q -� o Y ®� S V4' SEE 8fE INTERIM PANEL END PANEL -� SCHEDULE �ECNEDULE � •-J'- NOR Yo ANCHOR MIP�AN�CFDR a J SPACING SPA�CMG ,'-0' Yin. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SGH�LE 2) 1- MAXIMUM A.S.D. DESIGN PRESSURE RATING (pyi) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCHEDULE tAnwjCA� r TD Kr1ON5 1 ! : !Trb FOa a �' en°Ry PA�t SCM7EM ON SHIMMY 131. APPLICABLE MNAs.o. 1AimN v iw-w auyl w1(EwR mwE o AwONDE ws sECigN7 E i MNW1R1 PANEL PRE5011E1 ro YC0 � [ CO.N TO TO mmm A[TE 6L CONCRETE � ro � CONroEtF &.Wt OFCO11°°I�O10N ,DNTH 1• (a) 6' N/A N/A N/A 8' N/A 6' N/A r N/A i ! 2 (1OP) 55.0. -720 g• 7' 9• B' 0' 9' D' 0' 1 (BOTTOM) 5' ' OR 1E55 °• N/A N/A N/A S. N/A 8• N/A 8' N/A 1 ! 2 (TOP) 0• 5" B' S. 0' 7 1/2' 0' 0' B' 9' 1 (BOTTOM) 6• NJA N/A N/A 6• WA 6• N/A 6' MIA 1 ! 2 (TOP) +SS,O -72A 7'-r TO e'-r B' 4' 9' b' 0' 6• 6' 6' r e' 1 (BOTTOM) VA DASD I (S11,p • S/Y Mn. IIW TOP " I.4n OTt 4 (aD • r y NTfY 10N d MEAQ k MWY AXIMUM PANE PNLSAME T - - COyeIN1iA1W LENGTH l' (R.) wtlD t � OF THEM 4402 -61.5 3• y { 1 2' { 1/2' 1 (BOTTOM) 7•-6' OR LESS +538 -86A 3' J' 4' 4• 1 (BOTTOM) 7'-6' OR LESS +65.0 -72D 2 1/2' 2 1/2' 4' ] 1/2• 2 (BOTTOM) r-e' OR LL55 +SILO -720 2 1/2• 2 1/2' N/A � N/A 2 (BOTTOM) r-6' TO B'-0' +SILO -72.0 W/A NJA J• J• 2 (BORON) 7'-8' TO b'-6- tort un aool 4d PNnP�,eRtH 1AA� MIND ev RxWtM arY fEtNAAm. rrin ro a,A•3 nP,o,la Cu SE eQT fs FOR ANOIOIe TYPE t SPMY10 FOR 14TALLAla,e ONTO 11000 TRY( 6UlDIe. 1•rRM AMCYaR STYC•ae AND Y►41M EDGE BRNI4CC AIR f.ORAwD ON 11RS SPtONt. IWIt [D. LIS 1HW I10rAltD W eaYmNE RFDIICf ANCHOR 8PKr40 eY YIATPLYID SP,•Clq show ON SOImINi 6Y THE rdlOrfa FAC1O6. 10R itNK OKRAIION ro IR POSMBLL Rm11Cm SPAfl10 06TARIm IA9a FACTOR 81MLL NOT E LESS THAN AII/IAI,1 9TWCIq •DRJOEO FOR EACH ANtlall TYPE N 1IIOIOR! ,EWDD. t1/YO1 O11POP - I•A16W1• GYM,-•1 AfA ANPNa RNDID OAI E In •TrT•m OA.) , a , , s Ael/L 6A, ROTOR tm-- .,,B, � FLORIDA MAXIMUM A.S.D. DESIGN PRESSURE RATING (p_s_.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIN: (Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS 1Qt ©asuLUTlohs As PER sEeT,DNs , T1661 10, ON SHEETS {. s ! 6) ,,+�NPPAWN �r�t VCEN �r✓ •'•� FLORIDA BUILDING CODE (Nigh Y•IIIcI III cons Zone No. 4167 = °'a0 x1Em' •c 20 GAGE GALVANIZED STEEL STORY PANEL ]A * oR•NI s.: PROTECTION PRODUCTS. LLC. °f p,<A°, °e IL ECOIY6 %t' '•f� (p* W° 6.W. s, SPRCi '� a6 a.,j.",r_.:.�t0w'nN.�]sa F"'Ix"NeaI6EP-sn] 20-178 PLR rN-la 4R- �r 1,• r- ORYIIei N• IAAp4N L >AOA/! OA-mW7H WKTa A run Ar., PL t1-W rNOT f O M MNAOMw IaAWtAA1 AIH1aaNW s•c•a FOR ED. - a 1/2- "D. - DEMON TAKEN Cr TAP-W CNII-W ►114OWT[ ]E14HL a ►Nt3lN7E PLUS SOIa 9R APPLICABLE TO PRF131RE SCCiDN3 / k MAX" RATITE RATING ro ro ro ro ro ro ANY COMIRIIATIoII LONI.TN 1• tn.) ro eOwGIE1E CONCRLIF TO I:OIILIRTE eo,ICR[1[ ro CONCRETE CONCRETE ro tONOR'rt CONCIIEI[ ro NXtNGREIE CONCRETE TO COAIGET[ MNORT[ tX tINp1 [M1a/.) BlOCR BLOCN i0O( 9.001 B,Ddt NLDOT 6• N/A N/A N/A 6' N/A e• N/A e• N/A N/A N/A 1 (TOP) 6• 4' N/A N/A B' 8' 8' B' r 9• N/A N/A , (BOTTOM) 6' N/A N/A N/A 6' MIA 6' N/A 6' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BOTTOM) SS.S, -720 8' N/A N/A MIA B' MIA, 6• N/A 8' N/A N/A N/A } A { (TOP) �r-S• TO B'-6' � '� 6' 4' N/A N/A 8• 6' B' 8' °• 8' N/A N/A 3 (BOTTOM) B N/A N/A MIA S. N/A 6• N/A e' N/A N/A N/A 7 (TOP) b' 4' NJA N/A 8• S. 6• 6' fi' 6' N/A N/A { k 7 (BOTTOM) N/A N/A ,2 1/2' 6 1/� 12 1/2' a 1/{' a I/4' ° 1/{' 6 I/{' fi 1/1' N/A N/A S (TOP/80TT0M) SOLO. -53.3 N/A N/A f2 1/2' 6 1/{' 12 '/2' a 1/4' 6 i/{' b t/4' 6 1/4' a 1/4' N/A N/A a (TOP/BOTTOM) i0 SS.O. -73.0 N/A N/A a 1/4' N/A 6 1/{' N/A ° 1/4' 6 1/a' 8 ,/4' 6 i/4' N/A N/A 6 (TOP/BOTTOM) r-6• TO 11'-2- MIA N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/i• 6 t/{• 8 1/{' B. 0. 10 (TOP) 43b _�0 8• 4' N/A N/A N/A N/A N/A N/A 6' 6• 8 I/a' a 1/4' 8 (BOTTOM) OR LESS 12'-4' OR LESS 6• 4' N/A N/A N/A N/A N/A N/A 6' 8' 6 I/{' 6 1/{• 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 I/{' 6 //4' a 1/4• 10 (BOTTOM) � i SEE srtls 10. 11 AM ,: FDIA ANCHORS TYPE sPAcelD iITR fmaulloNs INTO WOW rRRME alNnse. AelwRw NTc,aR svAcrAlts AND MRMRlY EDCE o6TAlaE ARE flpf:ATED ON Time saEant. FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at pNAAORY Asa MA.� LEMORI M1N0 I.) (aR' ) 4A58 OO,entOw 6 081r101e/ ,md -77A Y-S' OR L1C$ II 1/!• IIeOUED t 11111U S k 7 .sas. -]xD ,ra• ro s•-6• fAr 7 ,/•' 1AI60LifD s k 7 .x.0. -no Ar-6• ro ,r-II• A1r 7 1/7• • •�' s ..3A, -Lao Ix'-+' a L[SS 3 ,n' • °�p1Q"' a • • ,o LL NAKI,Rr AsO. NAWAAM ,11P10R6 lIYICe,O Td. CD. - , ,/r •• o61oN 1APCOM n tAP-1°Nr cNN-« nwnNUE nalY, o nwnN.rz nw ! i wxww nw¢ M� u�) ]° mNclalE � ro mNaR,[ o� To mw°.nE o� A mlcTea o� To caNcxtE a� NnvcaeNalOw tEman+ 1• (n.) r MIA N/A N/A °• N/A r � r w/ I (tOP) 6• s' N/A wp r r e' r r •' , (sonou) 1• N/A N/A M/A 6• NL/A e' N/A t' N/A N/A N/A e• N/A S• N/A r M/A II (e0}10Y) +ss3. -T2D r MIA N/A N/A e• N/A 6' N/A R• N/A J k . lro% >'_s• OW LESS O1 ME55 r S' N/A NIA 0' e' r r e' r a (6O1OM) 6' N/A M/A N/A e• N/A 6' ,1/A 6• M/A 7 �) N/A N/A ,x ,n• ° ,/4• 1x ln• 6 1/s• a 1/r • 1/.• a ,/.• ° 1/4• s (IOP/WDIIOM) I i1K . 51/CHIC TOW ai(NJALONS en0 LOGO IMIR 6INDIIa MwMw NEIDR aACIIm AID A•rsr I90E I,STANES AAIr RDrATm a T1116 samu. FOR ED LENS THAN leE'ATiO ON S61mll{L R®IXS AtiIDR SIWCRD eT Ml11PLYN0 YK1D WIOOI OI �,DHAE F M FOMlpl.i FACTMS i0R 114 OPONrON ro E FpeE•L[, IAIDyCm ►ntPAO 0/O•'ED 11B14 rAClO1 SHILL ART K I,Et 11.4M YNYW 81WOa fYWdTm fp EAOI AMOIeR 110E AT AN,` DIS IERDD. AeleA M I/! • --I/r• 1/� In'• _ ,/A'i 1/r• WmR arP-set �T''b•WR PLfR[•-6E •KR�I nOUD-sr le. TIPS rwolf p.) 7 In 3 sA A.] o.w sr pa } , ,n Sella n BB6t Rs6ep MnNI, , In• m s - - - - ,.- aI L0.. s/r LONG eRAm •wle+G W/ -IIoa' ss Ms, s s t/r or- roe LORn6 w ro r-o• AM s V4• D.C. twaW w ro 6-N' fAr.. ITW !la-,O YRt iTSMt D OR PAIEl3NR PWS • Y 0. C. YIIM 1 In' W. THREADED M110N TD M[AOW TOR ALL I,IIDIIB IA -6' Ya.. 1 PARAROAI I ro ISMS I I I 1 I ED' 1 To I— - I t_ 1 1/4' TOLL !n' LEND BRAS eN6,wN FOR TWIa L,TIOINS N ro s'-°' AMC, 4 ,/r o.c TTA LtllR116 li ro ram• IAr. TX R Ita-f0 M1IEiM1AR TOW[ D M 1BBw.ID PNIRINIE nua • v ,p' n c. wml 1 I� ,/7• IM iMlOnm R[NETMT1011 AT t MORDIN OF EIpe10 ROOD PUir iM ��'�'�'p�''��y ��•�f�' I'N��'T�A11 L040M3 uP ro r-r Vas. l�1i000iEii..Y3L� SCALE J/b-I' fAMWAD 1 INSTALLATION DETAILS FOR REGULAR PANELS�ti do C11� INTO EXISTING WOOD STRUCTURES hh:, yyy 4 j, i ,/s/�Y, N]�OY�fPRIE�w�1t�• r O.0 U ., 11, k IT ro,ElR,fle 116°D MGDOIPFK,RSIb, � {II� 'II EO• I Eon ec Eof_ _ ED 1 i 1 �'�� j � R•�ma � � e7� tAI.jEA4tERYA>ati E_lyCt W ALTERNATIVE L�(J`� sEwtE J/e-T' SCALE 7/6-I' 1 - - °E.o°Ci1 w�1°,. L6RrweN"awl] ° TO CLASS Doss • � ED1 I EO f • �r, Col. ED 1 EON T 1/7' E0l _. I .T..•-� .•m AA,r E01 , L•y. r, -. - i � R•N•o �qy� I ` 4 O,nL ' '. /.•. ,Ac foa•s •roc • - -; In w WraR .RImM•%TI ALTERNATIVE 3W ALTERNATIVE 4W RCa•� • ,eDnNN O AWG SCALE J/e-1• 9CA4L J/B-1' ALTERlIATNE WOOD F'IIAYE �,iDRIONS A Add n..r unl. un wK4.1 awnu NOTE :FRITTER TRAOQ NOT SIILM/ FOR ClAR11Y 1711111011 oil AL IETU 1>It>II�T 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -720 P$F AND PANEL'S LENGTH UP TO B'-B' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SPECIFIC DENSITY OF D.SS OR EQUAL. NOTE FOR C011BBNATIDN OF SECTIONS: TOP !BOTTOM MOUNTNGS CAN BE COMLRNED IN ANY WAY TO SUIT ANY INSTA g110N. O OR DIRECT MOUNT ANCHOR ANCHOR SPACING SPACING DETAIL I )N (APPLICABLE TO SCHEDULE 1) MAXIMUM P STUDS a EVERY O,AFjt1A1P TO 2H0 D PANEL LID TO C A.S.D. DESIGN RESSURE RATING AND .7,_ •. INTO •• :i CONCRETE ,FIT.. STRUCTURESonak -0 1LTER//A1E 1 � � AT END PANEL sruos a EYvn wclaAP TO HOLD FW/IEL s/e• un (asE q i - -- - - - -- - s• Wn. (OA4 q -� o Y ®� S V4' SEE 8fE INTERIM PANEL END PANEL -� SCHEDULE �ECNEDULE � •-J'- NOR Yo ANCHOR MIP�AN�CFDR a J SPACING SPA�CMG ,'-0' Yin. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SGH�LE 2) 1- MAXIMUM A.S.D. DESIGN PRESSURE RATING (pyi) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCHEDULE tAnwjCA� r TD Kr1ON5 1 ! : !Trb FOa a �' en°Ry PA�t SCM7EM ON SHIMMY 131. APPLICABLE MNAs.o. 1AimN v iw-w auyl w1(EwR mwE o AwONDE ws sECigN7 E i MNW1R1 PANEL PRE5011E1 ro YC0 � [ CO.N TO TO mmm A[TE 6L CONCRETE � ro � CONroEtF &.Wt OFCO11°°I�O10N ,DNTH 1• (a) 6' N/A N/A N/A 8' N/A 6' N/A r N/A i ! 2 (1OP) 55.0. -720 g• 7' 9• B' 0' 9' D' 0' 1 (BOTTOM) 5' ' OR 1E55 °• N/A N/A N/A S. N/A 8• N/A 8' N/A 1 ! 2 (TOP) 0• 5" B' S. 0' 7 1/2' 0' 0' B' 9' 1 (BOTTOM) 6• NJA N/A N/A 6• WA 6• N/A 6' MIA 1 ! 2 (TOP) +SS,O -72A 7'-r TO e'-r B' 4' 9' b' 0' 6• 6' 6' r e' 1 (BOTTOM) VA DASD I (S11,p • S/Y Mn. IIW TOP " I.4n OTt 4 (aD • r y NTfY 10N d MEAQ k MWY AXIMUM PANE PNLSAME T - - COyeIN1iA1W LENGTH l' (R.) wtlD t � OF THEM 4402 -61.5 3• y { 1 2' { 1/2' 1 (BOTTOM) 7•-6' OR LESS +538 -86A 3' J' 4' 4• 1 (BOTTOM) 7'-6' OR LESS +65.0 -72D 2 1/2' 2 1/2' 4' ] 1/2• 2 (BOTTOM) r-e' OR LL55 +SILO -720 2 1/2• 2 1/2' N/A � N/A 2 (BOTTOM) r-6' TO B'-0' +SILO -72.0 W/A NJA J• J• 2 (BORON) 7'-8' TO b'-6- tort un aool 4d PNnP�,eRtH 1AA� MIND ev RxWtM arY fEtNAAm. rrin ro a,A•3 nP,o,la Cu SE eQT fs FOR ANOIOIe TYPE t SPMY10 FOR 14TALLAla,e ONTO 11000 TRY( 6UlDIe. 1•rRM AMCYaR STYC•ae AND Y►41M EDGE BRNI4CC AIR f.ORAwD ON 11RS SPtONt. IWIt [D. LIS 1HW I10rAltD W eaYmNE RFDIICf ANCHOR 8PKr40 eY YIATPLYID SP,•Clq show ON SOImINi 6Y THE rdlOrfa FAC1O6. 10R itNK OKRAIION ro IR POSMBLL Rm11Cm SPAfl10 06TARIm IA9a FACTOR 81MLL NOT E LESS THAN AII/IAI,1 9TWCIq •DRJOEO FOR EACH ANtlall TYPE N 1IIOIOR! ,EWDD. t1/YO1 O11POP - I•A16W1• GYM,-•1 AfA ANPNa RNDID OAI E In •TrT•m OA.) , a , , s Ael/L 6A, ROTOR tm-- .,,B, � FLORIDA MAXIMUM A.S.D. DESIGN PRESSURE RATING (p_s_.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIN: (Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS 1Qt ©asuLUTlohs As PER sEeT,DNs , T1661 10, ON SHEETS {. s ! 6) ,,+�NPPAWN �r�t VCEN �r✓ •'•� FLORIDA BUILDING CODE (Nigh Y•IIIcI III cons Zone No. 4167 = °'a0 x1Em' •c 20 GAGE GALVANIZED STEEL STORY PANEL ]A * oR•NI s.: PROTECTION PRODUCTS. LLC. °f p,<A°, °e IL ECOIY6 %t' '•f� (p* W° 6.W. s, SPRCi '� a6 a.,j.",r_.:.�t0w'nN.�]sa F"'Ix"NeaI6EP-sn] 20-178 PLR rN-la 4R- �r 1,• r- ORYIIei N• IAAp4N L >AOA/! OA-mW7H WKTa A run Ar., PL t1-W rNOT f O M MNAOMw IaAWtAA1 AIH1aaNW s•c•a FOR ED. - a 1/2- "D. - DEMON TAKEN Cr TAP-W CNII-W ►114OWT[ ]E14HL a ►Nt3lN7E PLUS SOIa 9R APPLICABLE TO PRF131RE SCCiDN3 / k MAX" RATITE RATING ro ro ro ro ro ro ANY COMIRIIATIoII LONI.TN 1• tn.) ro eOwGIE1E CONCRLIF TO I:OIILIRTE eo,ICR[1[ ro CONCRETE CONCRETE ro tONOR'rt CONCIIEI[ ro NXtNGREIE CONCRETE TO COAIGET[ MNORT[ tX tINp1 [M1a/.) BlOCR BLOCN i0O( 9.001 B,Ddt NLDOT 6• N/A N/A N/A 6' N/A e• N/A e• N/A N/A N/A 1 (TOP) 6• 4' N/A N/A B' 8' 8' B' r 9• N/A N/A , (BOTTOM) 6' N/A N/A N/A 6' MIA 6' N/A 6' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BOTTOM) SS.S, -720 8' N/A N/A MIA B' MIA, 6• N/A 8' N/A N/A N/A } A { (TOP) �r-S• TO B'-6' � '� 6' 4' N/A N/A 8• 6' B' 8' °• 8' N/A N/A 3 (BOTTOM) B N/A N/A MIA S. N/A 6• N/A e' N/A N/A N/A 7 (TOP) b' 4' NJA N/A 8• S. 6• 6' fi' 6' N/A N/A { k 7 (BOTTOM) N/A N/A ,2 1/2' 6 1/� 12 1/2' a 1/{' a I/4' ° 1/{' 6 I/{' fi 1/1' N/A N/A S (TOP/80TT0M) SOLO. -53.3 N/A N/A f2 1/2' 6 1/{' 12 '/2' a 1/4' 6 i/{' b t/4' 6 1/4' a 1/4' N/A N/A a (TOP/BOTTOM) i0 SS.O. -73.0 N/A N/A a 1/4' N/A 6 1/{' N/A ° 1/4' 6 1/a' 8 ,/4' 6 i/4' N/A N/A 6 (TOP/BOTTOM) r-6• TO 11'-2- MIA N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/i• 6 t/{• 8 1/{' B. 0. 10 (TOP) 43b _�0 8• 4' N/A N/A N/A N/A N/A N/A 6' 6• 8 I/a' a 1/4' 8 (BOTTOM) OR LESS 12'-4' OR LESS 6• 4' N/A N/A N/A N/A N/A N/A 6' 8' 6 I/{' 6 1/{• 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 I/{' 6 //4' a 1/4• 10 (BOTTOM) � i SEE srtls 10. 11 AM ,: FDIA ANCHORS TYPE sPAcelD iITR fmaulloNs INTO WOW rRRME alNnse. AelwRw NTc,aR svAcrAlts AND MRMRlY EDCE o6TAlaE ARE flpf:ATED ON Time saEant. FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at NAKI,Rr AsO. NAWAAM ,11P10R6 lIYICe,O Td. CD. - , ,/r •• o61oN 1APCOM n tAP-1°Nr cNN-« nwnNUE nalY, o nwnN.rz nw ! i wxww nw¢ M� u�) ]° mNclalE � ro mNaR,[ o� To mw°.nE o� A mlcTea o� To caNcxtE a� NnvcaeNalOw tEman+ 1• (n.) r MIA N/A N/A °• N/A r � r w/ I (tOP) 6• s' N/A wp r r e' r r •' , (sonou) 1• N/A N/A M/A 6• NL/A e' N/A t' N/A N/A N/A e• N/A S• N/A r M/A II (e0}10Y) +ss3. -T2D r MIA N/A N/A e• N/A 6' N/A R• N/A J k . lro% >'_s• OW LESS O1 ME55 r S' N/A NIA 0' e' r r e' r a (6O1OM) 6' N/A M/A N/A e• N/A 6' ,1/A 6• M/A 7 �) N/A N/A ,x ,n• ° ,/4• 1x ln• 6 1/s• a 1/r • 1/.• a ,/.• ° 1/4• s (IOP/WDIIOM) I i1K . 51/CHIC TOW ai(NJALONS en0 LOGO IMIR 6INDIIa MwMw NEIDR aACIIm AID A•rsr I90E I,STANES AAIr RDrATm a T1116 samu. FOR ED LENS THAN leE'ATiO ON S61mll{L R®IXS AtiIDR SIWCRD eT Ml11PLYN0 YK1D WIOOI OI �,DHAE F M FOMlpl.i FACTMS i0R 114 OPONrON ro E FpeE•L[, IAIDyCm ►ntPAO 0/O•'ED 11B14 rAClO1 SHILL ART K I,Et 11.4M YNYW 81WOa fYWdTm fp EAOI AMOIeR 110E AT AN,` DIS IERDD. AeleA M I/! • --I/r• 1/� In'• _ ,/A'i 1/r• WmR arP-set �T''b•WR PLfR[•-6E •KR�I nOUD-sr le. TIPS rwolf p.) 7 In 3 sA A.] o.w sr pa } , ,n Sella n BB6t Rs6ep MnNI, , In• m s - - - - ,.- aI L0.. s/r LONG eRAm •wle+G W/ -IIoa' ss Ms, s s t/r or- roe LORn6 w ro r-o• AM s V4• D.C. twaW w ro 6-N' fAr.. ITW !la-,O YRt iTSMt D OR PAIEl3NR PWS • Y 0. C. YIIM 1 In' W. THREADED M110N TD M[AOW TOR ALL I,IIDIIB IA -6' Ya.. 1 PARAROAI I ro ISMS I I I 1 I ED' 1 To I— - I t_ 1 1/4' TOLL !n' LEND BRAS eN6,wN FOR TWIa L,TIOINS N ro s'-°' AMC, 4 ,/r o.c TTA LtllR116 li ro ram• IAr. TX R Ita-f0 M1IEiM1AR TOW[ D M 1BBw.ID PNIRINIE nua • v ,p' n c. wml 1 I� ,/7• IM iMlOnm R[NETMT1011 AT t MORDIN OF EIpe10 ROOD PUir iM ��'�'�'p�''��y ��•�f�' I'N��'T�A11 L040M3 uP ro r-r Vas. l�1i000iEii..Y3L� SCALE J/b-I' fAMWAD 1 INSTALLATION DETAILS FOR REGULAR PANELS�ti do C11� INTO EXISTING WOOD STRUCTURES hh:, yyy 4 j, i ,/s/�Y, N]�OY�fPRIE�w�1t�• r O.0 U ., 11, k IT ro,ElR,fle 116°D MGDOIPFK,RSIb, � {II� 'II EO• I Eon ec Eof_ _ ED 1 i 1 �'�� j � R•�ma � � e7� tAI.jEA4tERYA>ati E_lyCt W ALTERNATIVE L�(J`� sEwtE J/e-T' SCALE 7/6-I' 1 - - °E.o°Ci1 w�1°,. L6RrweN"awl] ° TO CLASS Doss • � ED1 I EO f • �r, Col. ED 1 EON T 1/7' E0l _. I .T..•-� .•m AA,r E01 , L•y. r, -. - i � R•N•o �qy� I ` 4 O,nL ' '. /.•. ,Ac foa•s •roc • - -; In w WraR .RImM•%TI ALTERNATIVE 3W ALTERNATIVE 4W RCa•� • ,eDnNN O AWG SCALE J/e-1• 9CA4L J/B-1' ALTERlIATNE WOOD F'IIAYE �,iDRIONS A Add n..r unl. un wK4.1 awnu NOTE :FRITTER TRAOQ NOT SIILM/ FOR ClAR11Y 1711111011 oil AL IETU 1>It>II�T 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -720 P$F AND PANEL'S LENGTH UP TO B'-B' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SPECIFIC DENSITY OF D.SS OR EQUAL. NOTE FOR C011BBNATIDN OF SECTIONS: TOP !BOTTOM MOUNTNGS CAN BE COMLRNED IN ANY WAY TO SUIT ANY INSTA g110N. O OR DIRECT MOUNT ANCHOR ANCHOR SPACING SPACING DETAIL I )N (APPLICABLE TO SCHEDULE 1) MAXIMUM P STUDS a EVERY O,AFjt1A1P TO 2H0 D PANEL LID TO C A.S.D. DESIGN RESSURE RATING AND .7,_ •. INTO •• :i CONCRETE ,FIT.. STRUCTURESonak -0 1LTER//A1E 1 � � AT END PANEL sruos a EYvn wclaAP TO HOLD FW/IEL s/e• un (asE q i - -- - - - -- - s• Wn. (OA4 q -� o Y ®� S V4' SEE 8fE INTERIM PANEL END PANEL -� SCHEDULE �ECNEDULE � •-J'- NOR Yo ANCHOR MIP�AN�CFDR a J SPACING SPA�CMG ,'-0' Yin. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SGH�LE 2) 1- MAXIMUM A.S.D. DESIGN PRESSURE RATING (pyi) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCHEDULE tAnwjCA� r TD Kr1ON5 1 ! : !Trb FOa a �' en°Ry PA�t SCM7EM ON SHIMMY 131. APPLICABLE MNAs.o. 1AimN v iw-w auyl w1(EwR mwE o AwONDE ws sECigN7 E i MNW1R1 PANEL PRE5011E1 ro YC0 � [ CO.N TO TO mmm A[TE 6L CONCRETE � ro � CONroEtF &.Wt OFCO11°°I�O10N ,DNTH 1• (a) 6' N/A N/A N/A 8' N/A 6' N/A r N/A i ! 2 (1OP) 55.0. -720 g• 7' 9• B' 0' 9' D' 0' 1 (BOTTOM) 5' ' OR 1E55 °• N/A N/A N/A S. N/A 8• N/A 8' N/A 1 ! 2 (TOP) 0• 5" B' S. 0' 7 1/2' 0' 0' B' 9' 1 (BOTTOM) 6• NJA N/A N/A 6• WA 6• N/A 6' MIA 1 ! 2 (TOP) +SS,O -72A 7'-r TO e'-r B' 4' 9' b' 0' 6• 6' 6' r e' 1 (BOTTOM) VA DASD I (S11,p • S/Y Mn. IIW TOP " I.4n OTt 4 (aD • r y NTfY 10N d MEAQ k MWY AXIMUM PANE PNLSAME T - - COyeIN1iA1W LENGTH l' (R.) wtlD t � OF THEM 4402 -61.5 3• y { 1 2' { 1/2' 1 (BOTTOM) 7•-6' OR LESS +538 -86A 3' J' 4' 4• 1 (BOTTOM) 7'-6' OR LESS +65.0 -72D 2 1/2' 2 1/2' 4' ] 1/2• 2 (BOTTOM) r-e' OR LL55 +SILO -720 2 1/2• 2 1/2' N/A � N/A 2 (BOTTOM) r-6' TO B'-0' +SILO -72.0 W/A NJA J• J• 2 (BORON) 7'-8' TO b'-6- tort un aool 4d PNnP�,eRtH 1AA� MIND ev RxWtM arY fEtNAAm. rrin ro a,A•3 nP,o,la Cu SE eQT fs FOR ANOIOIe TYPE t SPMY10 FOR 14TALLAla,e ONTO 11000 TRY( 6UlDIe. 1•rRM AMCYaR STYC•ae AND Y►41M EDGE BRNI4CC AIR f.ORAwD ON 11RS SPtONt. IWIt [D. LIS 1HW I10rAltD W eaYmNE RFDIICf ANCHOR 8PKr40 eY YIATPLYID SP,•Clq show ON SOImINi 6Y THE rdlOrfa FAC1O6. 10R itNK OKRAIION ro IR POSMBLL Rm11Cm SPAfl10 06TARIm IA9a FACTOR 81MLL NOT E LESS THAN AII/IAI,1 9TWCIq •DRJOEO FOR EACH ANtlall TYPE N 1IIOIOR! ,EWDD. t1/YO1 O11POP - I•A16W1• GYM,-•1 AfA ANPNa RNDID OAI E In •TrT•m OA.) , a , , s Ael/L 6A, ROTOR tm-- .,,B, � FLORIDA MAXIMUM A.S.D. DESIGN PRESSURE RATING (p_s_.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIN: (Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS 1Qt ©asuLUTlohs As PER sEeT,DNs , T1661 10, ON SHEETS {. s ! 6) ,,+�NPPAWN �r�t VCEN �r✓ •'•� FLORIDA BUILDING CODE (Nigh Y•IIIcI III cons Zone No. 4167 = °'a0 x1Em' •c 20 GAGE GALVANIZED STEEL STORY PANEL ]A * oR•NI s.: PROTECTION PRODUCTS. LLC. °f p,<A°, °e IL ECOIY6 %t' '•f� (p* W° 6.W. s, SPRCi '� a6 a.,j.",r_.:.�t0w'nN.�]sa F"'Ix"NeaI6EP-sn] 20-178 PLR rN-la 4R- �r 1,• r- ORYIIei N• IAAp4N L >AOA/! OA-mW7H WKTa A run Ar., PL t1-W rNOT f O M MNAOMw IaAWtAA1 AIH1aaNW s•c•a FOR ED. - a 1/2- "D. - DEMON TAKEN Cr TAP-W CNII-W ►114OWT[ ]E14HL a ►Nt3lN7E PLUS SOIa 9R APPLICABLE TO PRF131RE SCCiDN3 / k MAX" RATITE RATING ro ro ro ro ro ro ANY COMIRIIATIoII LONI.TN 1• tn.) ro eOwGIE1E CONCRLIF TO I:OIILIRTE eo,ICR[1[ ro CONCRETE CONCRETE ro tONOR'rt CONCIIEI[ ro NXtNGREIE CONCRETE TO COAIGET[ MNORT[ tX tINp1 [M1a/.) BlOCR BLOCN i0O( 9.001 B,Ddt NLDOT 6• N/A N/A N/A 6' N/A e• N/A e• N/A N/A N/A 1 (TOP) 6• 4' N/A N/A B' 8' 8' B' r 9• N/A N/A , (BOTTOM) 6' N/A N/A N/A 6' MIA 6' N/A 6' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BOTTOM) SS.S, -720 8' N/A N/A MIA B' MIA, 6• N/A 8' N/A N/A N/A } A { (TOP) �r-S• TO B'-6' � '� 6' 4' N/A N/A 8• 6' B' 8' °• 8' N/A N/A 3 (BOTTOM) B N/A N/A MIA S. N/A 6• N/A e' N/A N/A N/A 7 (TOP) b' 4' NJA N/A 8• S. 6• 6' fi' 6' N/A N/A { k 7 (BOTTOM) N/A N/A ,2 1/2' 6 1/� 12 1/2' a 1/{' a I/4' ° 1/{' 6 I/{' fi 1/1' N/A N/A S (TOP/80TT0M) SOLO. -53.3 N/A N/A f2 1/2' 6 1/{' 12 '/2' a 1/4' 6 i/{' b t/4' 6 1/4' a 1/4' N/A N/A a (TOP/BOTTOM) i0 SS.O. -73.0 N/A N/A a 1/4' N/A 6 1/{' N/A ° 1/4' 6 1/a' 8 ,/4' 6 i/4' N/A N/A 6 (TOP/BOTTOM) r-6• TO 11'-2- MIA N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/i• 6 t/{• 8 1/{' B. 0. 10 (TOP) 43b _�0 8• 4' N/A N/A N/A N/A N/A N/A 6' 6• 8 I/a' a 1/4' 8 (BOTTOM) OR LESS 12'-4' OR LESS 6• 4' N/A N/A N/A N/A N/A N/A 6' 8' 6 I/{' 6 1/{• 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 I/{' 6 //4' a 1/4• 10 (BOTTOM) � i SEE srtls 10. 11 AM ,: FDIA ANCHORS TYPE sPAcelD iITR fmaulloNs INTO WOW rRRME alNnse. AelwRw NTc,aR svAcrAlts AND MRMRlY EDCE o6TAlaE ARE flpf:ATED ON Time saEant. FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at i1K . 51/CHIC TOW ai(NJALONS en0 LOGO IMIR 6INDIIa MwMw NEIDR aACIIm AID A•rsr I90E I,STANES AAIr RDrATm a T1116 samu. FOR ED LENS THAN leE'ATiO ON S61mll{L R®IXS AtiIDR SIWCRD eT Ml11PLYN0 YK1D WIOOI OI �,DHAE F M FOMlpl.i FACTMS i0R 114 OPONrON ro E FpeE•L[, IAIDyCm ►ntPAO 0/O•'ED 11B14 rAClO1 SHILL ART K I,Et 11.4M YNYW 81WOa fYWdTm fp EAOI AMOIeR 110E AT AN,` DIS IERDD. AeleA M I/! • --I/r• 1/� In'• _ ,/A'i 1/r• WmR arP-set �T''b•WR PLfR[•-6E •KR�I nOUD-sr le. TIPS rwolf p.) 7 In 3 sA A.] o.w sr pa } , ,n Sella n BB6t Rs6ep MnNI, , In• m s - - - - ,.- aI L0.. s/r LONG eRAm •wle+G W/ -IIoa' ss Ms, s s t/r or- roe LORn6 w ro r-o• AM s V4• D.C. twaW w ro 6-N' fAr.. ITW !la-,O YRt iTSMt D OR PAIEl3NR PWS • Y 0. C. YIIM 1 In' W. THREADED M110N TD M[AOW TOR ALL I,IIDIIB IA -6' Ya.. 1 PARAROAI I ro ISMS I I I 1 I ED' 1 To I— - I t_ 1 1/4' TOLL !n' LEND BRAS eN6,wN FOR TWIa L,TIOINS N ro s'-°' AMC, 4 ,/r o.c TTA LtllR116 li ro ram• IAr. TX R Ita-f0 M1IEiM1AR TOW[ D M 1BBw.ID PNIRINIE nua • v ,p' n c. wml 1 I� ,/7• IM iMlOnm R[NETMT1011 AT t MORDIN OF EIpe10 ROOD PUir iM ��'�'�'p�''��y ��•�f�' I'N��'T�A11 L040M3 uP ro r-r Vas. l�1i000iEii..Y3L� SCALE J/b-I' fAMWAD 1 INSTALLATION DETAILS FOR REGULAR PANELS�ti do C11� INTO EXISTING WOOD STRUCTURES hh:, yyy 4 j, i ,/s/�Y, N]�OY�fPRIE�w�1t�• r O.0 U ., 11, k IT ro,ElR,fle 116°D MGDOIPFK,RSIb, � {II� 'II EO• I Eon ec Eof_ _ ED 1 i 1 �'�� j � R•�ma � � e7� tAI.jEA4tERYA>ati E_lyCt W ALTERNATIVE L�(J`� sEwtE J/e-T' SCALE 7/6-I' 1 - - °E.o°Ci1 w�1°,. L6RrweN"awl] ° TO CLASS Doss • � ED1 I EO f • �r, Col. ED 1 EON T 1/7' E0l _. I .T..•-� .•m AA,r E01 , L•y. r, -. - i � R•N•o �qy� I ` 4 O,nL ' '. /.•. ,Ac foa•s •roc • - -; In w WraR .RImM•%TI ALTERNATIVE 3W ALTERNATIVE 4W RCa•� • ,eDnNN O AWG SCALE J/e-1• 9CA4L J/B-1' ALTERlIATNE WOOD F'IIAYE �,iDRIONS A Add n..r unl. un wK4.1 awnu NOTE :FRITTER TRAOQ NOT SIILM/ FOR ClAR11Y 1711111011 oil AL IETU 1>It>II�T 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -720 P$F AND PANEL'S LENGTH UP TO B'-B' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SPECIFIC DENSITY OF D.SS OR EQUAL. NOTE FOR C011BBNATIDN OF SECTIONS: TOP !BOTTOM MOUNTNGS CAN BE COMLRNED IN ANY WAY TO SUIT ANY INSTA g110N. O OR DIRECT MOUNT ANCHOR ANCHOR SPACING SPACING DETAIL I )N (APPLICABLE TO SCHEDULE 1) MAXIMUM P STUDS a EVERY O,AFjt1A1P TO 2H0 D PANEL LID TO C A.S.D. DESIGN RESSURE RATING AND .7,_ •. INTO •• :i CONCRETE ,FIT.. STRUCTURESonak -0 1LTER//A1E 1 � � AT END PANEL sruos a EYvn wclaAP TO HOLD FW/IEL s/e• un (asE q i - -- - - - -- - s• Wn. (OA4 q -� o Y ®� S V4' SEE 8fE INTERIM PANEL END PANEL -� SCHEDULE �ECNEDULE � •-J'- NOR Yo ANCHOR MIP�AN�CFDR a J SPACING SPA�CMG ,'-0' Yin. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SGH�LE 2) 1- MAXIMUM A.S.D. DESIGN PRESSURE RATING (pyi) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCHEDULE tAnwjCA� r TD Kr1ON5 1 ! : !Trb FOa a �' en°Ry PA�t SCM7EM ON SHIMMY 131. APPLICABLE MNAs.o. 1AimN v iw-w auyl w1(EwR mwE o AwONDE ws sECigN7 E i MNW1R1 PANEL PRE5011E1 ro YC0 � [ CO.N TO TO mmm A[TE 6L CONCRETE � ro � CONroEtF &.Wt OFCO11°°I�O10N ,DNTH 1• (a) 6' N/A N/A N/A 8' N/A 6' N/A r N/A i ! 2 (1OP) 55.0. -720 g• 7' 9• B' 0' 9' D' 0' 1 (BOTTOM) 5' ' OR 1E55 °• N/A N/A N/A S. N/A 8• N/A 8' N/A 1 ! 2 (TOP) 0• 5" B' S. 0' 7 1/2' 0' 0' B' 9' 1 (BOTTOM) 6• NJA N/A N/A 6• WA 6• N/A 6' MIA 1 ! 2 (TOP) +SS,O -72A 7'-r TO e'-r B' 4' 9' b' 0' 6• 6' 6' r e' 1 (BOTTOM) VA DASD I (S11,p • S/Y Mn. IIW TOP " I.4n OTt 4 (aD • r y NTfY 10N d MEAQ k MWY AXIMUM PANE PNLSAME T - - COyeIN1iA1W LENGTH l' (R.) wtlD t � OF THEM 4402 -61.5 3• y { 1 2' { 1/2' 1 (BOTTOM) 7•-6' OR LESS +538 -86A 3' J' 4' 4• 1 (BOTTOM) 7'-6' OR LESS +65.0 -72D 2 1/2' 2 1/2' 4' ] 1/2• 2 (BOTTOM) r-e' OR LL55 +SILO -720 2 1/2• 2 1/2' N/A � N/A 2 (BOTTOM) r-6' TO B'-0' +SILO -72.0 W/A NJA J• J• 2 (BORON) 7'-8' TO b'-6- tort un aool 4d PNnP�,eRtH 1AA� MIND ev RxWtM arY fEtNAAm. rrin ro a,A•3 nP,o,la Cu SE eQT fs FOR ANOIOIe TYPE t SPMY10 FOR 14TALLAla,e ONTO 11000 TRY( 6UlDIe. 1•rRM AMCYaR STYC•ae AND Y►41M EDGE BRNI4CC AIR f.ORAwD ON 11RS SPtONt. IWIt [D. LIS 1HW I10rAltD W eaYmNE RFDIICf ANCHOR 8PKr40 eY YIATPLYID SP,•Clq show ON SOImINi 6Y THE rdlOrfa FAC1O6. 10R itNK OKRAIION ro IR POSMBLL Rm11Cm SPAfl10 06TARIm IA9a FACTOR 81MLL NOT E LESS THAN AII/IAI,1 9TWCIq •DRJOEO FOR EACH ANtlall TYPE N 1IIOIOR! ,EWDD. t1/YO1 O11POP - I•A16W1• GYM,-•1 AfA ANPNa RNDID OAI E In •TrT•m OA.) , a , , s Ael/L 6A, ROTOR tm-- .,,B, � FLORIDA MAXIMUM A.S.D. DESIGN PRESSURE RATING (p_s_.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIN: (Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS 1Qt ©asuLUTlohs As PER sEeT,DNs , T1661 10, ON SHEETS {. s ! 6) ,,+�NPPAWN �r�t VCEN �r✓ •'•� FLORIDA BUILDING CODE (Nigh Y•IIIcI III cons Zone No. 4167 = °'a0 x1Em' •c 20 GAGE GALVANIZED STEEL STORY PANEL ]A * oR•NI s.: PROTECTION PRODUCTS. LLC. °f p,<A°, °e IL ECOIY6 %t' '•f� (p* W° 6.W. s, SPRCi '� a6 a.,j.",r_.:.�t0w'nN.�]sa F"'Ix"NeaI6EP-sn] 20-178 PLR rN-la 4R- �r 1,• r- ORYIIei N• IAAp4N L >AOA/! OA-mW7H WKTa A run Ar., PL t1-W rNOT f O M MNAOMw IaAWtAA1 AIH1aaNW s•c•a FOR ED. - a 1/2- "D. - DEMON TAKEN Cr TAP-W CNII-W ►114OWT[ ]E14HL a ►Nt3lN7E PLUS SOIa 9R APPLICABLE TO PRF131RE SCCiDN3 / k MAX" RATITE RATING ro ro ro ro ro ro ANY COMIRIIATIoII LONI.TN 1• tn.) ro eOwGIE1E CONCRLIF TO I:OIILIRTE eo,ICR[1[ ro CONCRETE CONCRETE ro tONOR'rt CONCIIEI[ ro NXtNGREIE CONCRETE TO COAIGET[ MNORT[ tX tINp1 [M1a/.) BlOCR BLOCN i0O( 9.001 B,Ddt NLDOT 6• N/A N/A N/A 6' N/A e• N/A e• N/A N/A N/A 1 (TOP) 6• 4' N/A N/A B' 8' 8' B' r 9• N/A N/A , (BOTTOM) 6' N/A N/A N/A 6' MIA 6' N/A 6' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BOTTOM) SS.S, -720 8' N/A N/A MIA B' MIA, 6• N/A 8' N/A N/A N/A } A { (TOP) �r-S• TO B'-6' � '� 6' 4' N/A N/A 8• 6' B' 8' °• 8' N/A N/A 3 (BOTTOM) B N/A N/A MIA S. N/A 6• N/A e' N/A N/A N/A 7 (TOP) b' 4' NJA N/A 8• S. 6• 6' fi' 6' N/A N/A { k 7 (BOTTOM) N/A N/A ,2 1/2' 6 1/� 12 1/2' a 1/{' a I/4' ° 1/{' 6 I/{' fi 1/1' N/A N/A S (TOP/80TT0M) SOLO. -53.3 N/A N/A f2 1/2' 6 1/{' 12 '/2' a 1/4' 6 i/{' b t/4' 6 1/4' a 1/4' N/A N/A a (TOP/BOTTOM) i0 SS.O. -73.0 N/A N/A a 1/4' N/A 6 1/{' N/A ° 1/4' 6 1/a' 8 ,/4' 6 i/4' N/A N/A 6 (TOP/BOTTOM) r-6• TO 11'-2- MIA N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/i• 6 t/{• 8 1/{' B. 0. 10 (TOP) 43b _�0 8• 4' N/A N/A N/A N/A N/A N/A 6' 6• 8 I/a' a 1/4' 8 (BOTTOM) OR LESS 12'-4' OR LESS 6• 4' N/A N/A N/A N/A N/A N/A 6' 8' 6 I/{' 6 1/{• 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 I/{' 6 //4' a 1/4• 10 (BOTTOM) � i SEE srtls 10. 11 AM ,: FDIA ANCHORS TYPE sPAcelD iITR fmaulloNs INTO WOW rRRME alNnse. AelwRw NTc,aR svAcrAlts AND MRMRlY EDCE o6TAlaE ARE flpf:ATED ON Time saEant. FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at L0.. s/r LONG eRAm •wle+G W/ -IIoa' ss Ms, s s t/r or- roe LORn6 w ro r-o• AM s V4• D.C. twaW w ro 6-N' fAr.. ITW !la-,O YRt iTSMt D OR PAIEl3NR PWS • Y 0. C. YIIM 1 In' W. THREADED M110N TD M[AOW TOR ALL I,IIDIIB IA -6' Ya.. 1 PARAROAI I ro ISMS I I I 1 I ED' 1 To I— - I t_ 1 1/4' TOLL !n' LEND BRAS eN6,wN FOR TWIa L,TIOINS N ro s'-°' AMC, 4 ,/r o.c TTA LtllR116 li ro ram• IAr. TX R Ita-f0 M1IEiM1AR TOW[ D M 1BBw.ID PNIRINIE nua • v ,p' n c. wml 1 I� ,/7• IM iMlOnm R[NETMT1011 AT t MORDIN OF EIpe10 ROOD PUir iM ��'�'�'p�''��y ��•�f�' I'N��'T�A11 L040M3 uP ro r-r Vas. l�1i000iEii..Y3L� SCALE J/b-I' fAMWAD 1 INSTALLATION DETAILS FOR REGULAR PANELS�ti do C11� INTO EXISTING WOOD STRUCTURES hh:, yyy 4 j, i ,/s/�Y, N]�OY�fPRIE�w�1t�• r O.0 U ., 11, k IT ro,ElR,fle 116°D MGDOIPFK,RSIb, � {II� 'II EO• I Eon ec Eof_ _ ED 1 i 1 �'�� j � R•�ma � � e7� tAI.jEA4tERYA>ati E_lyCt W ALTERNATIVE L�(J`� sEwtE J/e-T' SCALE 7/6-I' 1 - - °E.o°Ci1 w�1°,. L6RrweN"awl] ° TO CLASS Doss • � ED1 I EO f • �r, Col. ED 1 EON T 1/7' E0l _. I .T..•-� .•m AA,r E01 , L•y. r, -. - i � R•N•o �qy� I ` 4 O,nL ' '. /.•. ,Ac foa•s •roc • - -; In w WraR .RImM•%TI ALTERNATIVE 3W ALTERNATIVE 4W RCa•� • ,eDnNN O AWG SCALE J/e-1• 9CA4L J/B-1' ALTERlIATNE WOOD F'IIAYE �,iDRIONS A Add n..r unl. un wK4.1 awnu NOTE :FRITTER TRAOQ NOT SIILM/ FOR ClAR11Y 1711111011 oil AL IETU 1>It>II�T 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -720 P$F AND PANEL'S LENGTH UP TO B'-B' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SPECIFIC DENSITY OF D.SS OR EQUAL. NOTE FOR C011BBNATIDN OF SECTIONS: TOP !BOTTOM MOUNTNGS CAN BE COMLRNED IN ANY WAY TO SUIT ANY INSTA g110N. O OR DIRECT MOUNT ANCHOR ANCHOR SPACING SPACING DETAIL I )N (APPLICABLE TO SCHEDULE 1) MAXIMUM P STUDS a EVERY O,AFjt1A1P TO 2H0 D PANEL LID TO C A.S.D. DESIGN RESSURE RATING AND .7,_ •. INTO •• :i CONCRETE ,FIT.. STRUCTURESonak -0 1LTER//A1E 1 � � AT END PANEL sruos a EYvn wclaAP TO HOLD FW/IEL s/e• un (asE q i - -- - - - -- - s• Wn. (OA4 q -� o Y ®� S V4' SEE 8fE INTERIM PANEL END PANEL -� SCHEDULE �ECNEDULE � •-J'- NOR Yo ANCHOR MIP�AN�CFDR a J SPACING SPA�CMG ,'-0' Yin. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SGH�LE 2) 1- MAXIMUM A.S.D. DESIGN PRESSURE RATING (pyi) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCHEDULE tAnwjCA� r TD Kr1ON5 1 ! : !Trb FOa a �' en°Ry PA�t SCM7EM ON SHIMMY 131. APPLICABLE MNAs.o. 1AimN v iw-w auyl w1(EwR mwE o AwONDE ws sECigN7 E i MNW1R1 PANEL PRE5011E1 ro YC0 � [ CO.N TO TO mmm A[TE 6L CONCRETE � ro � CONroEtF &.Wt OFCO11°°I�O10N ,DNTH 1• (a) 6' N/A N/A N/A 8' N/A 6' N/A r N/A i ! 2 (1OP) 55.0. -720 g• 7' 9• B' 0' 9' D' 0' 1 (BOTTOM) 5' ' OR 1E55 °• N/A N/A N/A S. N/A 8• N/A 8' N/A 1 ! 2 (TOP) 0• 5" B' S. 0' 7 1/2' 0' 0' B' 9' 1 (BOTTOM) 6• NJA N/A N/A 6• WA 6• N/A 6' MIA 1 ! 2 (TOP) +SS,O -72A 7'-r TO e'-r B' 4' 9' b' 0' 6• 6' 6' r e' 1 (BOTTOM) VA DASD I (S11,p • S/Y Mn. IIW TOP " I.4n OTt 4 (aD • r y NTfY 10N d MEAQ k MWY AXIMUM PANE PNLSAME T - - COyeIN1iA1W LENGTH l' (R.) wtlD t � OF THEM 4402 -61.5 3• y { 1 2' { 1/2' 1 (BOTTOM) 7•-6' OR LESS +538 -86A 3' J' 4' 4• 1 (BOTTOM) 7'-6' OR LESS +65.0 -72D 2 1/2' 2 1/2' 4' ] 1/2• 2 (BOTTOM) r-e' OR LL55 +SILO -720 2 1/2• 2 1/2' N/A � N/A 2 (BOTTOM) r-6' TO B'-0' +SILO -72.0 W/A NJA J• J• 2 (BORON) 7'-8' TO b'-6- tort un aool 4d PNnP�,eRtH 1AA� MIND ev RxWtM arY fEtNAAm. rrin ro a,A•3 nP,o,la Cu SE eQT fs FOR ANOIOIe TYPE t SPMY10 FOR 14TALLAla,e ONTO 11000 TRY( 6UlDIe. 1•rRM AMCYaR STYC•ae AND Y►41M EDGE BRNI4CC AIR f.ORAwD ON 11RS SPtONt. IWIt [D. LIS 1HW I10rAltD W eaYmNE RFDIICf ANCHOR 8PKr40 eY YIATPLYID SP,•Clq show ON SOImINi 6Y THE rdlOrfa FAC1O6. 10R itNK OKRAIION ro IR POSMBLL Rm11Cm SPAfl10 06TARIm IA9a FACTOR 81MLL NOT E LESS THAN AII/IAI,1 9TWCIq •DRJOEO FOR EACH ANtlall TYPE N 1IIOIOR! ,EWDD. t1/YO1 O11POP - I•A16W1• GYM,-•1 AfA ANPNa RNDID OAI E In •TrT•m OA.) , a , , s Ael/L 6A, ROTOR tm-- .,,B, � FLORIDA MAXIMUM A.S.D. DESIGN PRESSURE RATING (p_s_.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIN: (Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS 1Qt ©asuLUTlohs As PER sEeT,DNs , T1661 10, ON SHEETS {. s ! 6) ,,+�NPPAWN �r�t VCEN �r✓ •'•� FLORIDA BUILDING CODE (Nigh Y•IIIcI III cons Zone No. 4167 = °'a0 x1Em' •c 20 GAGE GALVANIZED STEEL STORY PANEL ]A * oR•NI s.: PROTECTION PRODUCTS. LLC. °f p,<A°, °e IL ECOIY6 %t' '•f� (p* W° 6.W. s, SPRCi '� a6 a.,j.",r_.:.�t0w'nN.�]sa F"'Ix"NeaI6EP-sn] 20-178 PLR rN-la 4R- �r 1,• r- ORYIIei N• IAAp4N L >AOA/! OA-mW7H WKTa A run Ar., PL t1-W rNOT f O M MNAOMw IaAWtAA1 AIH1aaNW s•c•a FOR ED. - a 1/2- "D. - DEMON TAKEN Cr TAP-W CNII-W ►114OWT[ ]E14HL a ►Nt3lN7E PLUS SOIa 9R APPLICABLE TO PRF131RE SCCiDN3 / k MAX" RATITE RATING ro ro ro ro ro ro ANY COMIRIIATIoII LONI.TN 1• tn.) ro eOwGIE1E CONCRLIF TO I:OIILIRTE eo,ICR[1[ ro CONCRETE CONCRETE ro tONOR'rt CONCIIEI[ ro NXtNGREIE CONCRETE TO COAIGET[ MNORT[ tX tINp1 [M1a/.) BlOCR BLOCN i0O( 9.001 B,Ddt NLDOT 6• N/A N/A N/A 6' N/A e• N/A e• N/A N/A N/A 1 (TOP) 6• 4' N/A N/A B' 8' 8' B' r 9• N/A N/A , (BOTTOM) 6' N/A N/A N/A 6' MIA 6' N/A 6' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BOTTOM) SS.S, -720 8' N/A N/A MIA B' MIA, 6• N/A 8' N/A N/A N/A } A { (TOP) �r-S• TO B'-6' � '� 6' 4' N/A N/A 8• 6' B' 8' °• 8' N/A N/A 3 (BOTTOM) B N/A N/A MIA S. N/A 6• N/A e' N/A N/A N/A 7 (TOP) b' 4' NJA N/A 8• S. 6• 6' fi' 6' N/A N/A { k 7 (BOTTOM) N/A N/A ,2 1/2' 6 1/� 12 1/2' a 1/{' a I/4' ° 1/{' 6 I/{' fi 1/1' N/A N/A S (TOP/80TT0M) SOLO. -53.3 N/A N/A f2 1/2' 6 1/{' 12 '/2' a 1/4' 6 i/{' b t/4' 6 1/4' a 1/4' N/A N/A a (TOP/BOTTOM) i0 SS.O. -73.0 N/A N/A a 1/4' N/A 6 1/{' N/A ° 1/4' 6 1/a' 8 ,/4' 6 i/4' N/A N/A 6 (TOP/BOTTOM) r-6• TO 11'-2- MIA N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/i• 6 t/{• 8 1/{' B. 0. 10 (TOP) 43b _�0 8• 4' N/A N/A N/A N/A N/A N/A 6' 6• 8 I/a' a 1/4' 8 (BOTTOM) OR LESS 12'-4' OR LESS 6• 4' N/A N/A N/A N/A N/A N/A 6' 8' 6 I/{' 6 1/{• 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 I/{' 6 //4' a 1/4• 10 (BOTTOM) � i SEE srtls 10. 11 AM ,: FDIA ANCHORS TYPE sPAcelD iITR fmaulloNs INTO WOW rRRME alNnse. AelwRw NTc,aR svAcrAlts AND MRMRlY EDCE o6TAlaE ARE flpf:ATED ON Time saEant. FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at INSTALLATION DETAILS FOR REGULAR PANELS�ti do C11� INTO EXISTING WOOD STRUCTURES hh:, yyy 4 j, i ,/s/�Y, N]�OY�fPRIE�w�1t�• r O.0 U ., 11, k IT ro,ElR,fle 116°D MGDOIPFK,RSIb, � {II� 'II EO• I Eon ec Eof_ _ ED 1 i 1 �'�� j � R•�ma � � e7� tAI.jEA4tERYA>ati E_lyCt W ALTERNATIVE L�(J`� sEwtE J/e-T' SCALE 7/6-I' 1 - - °E.o°Ci1 w�1°,. L6RrweN"awl] ° TO CLASS Doss • � ED1 I EO f • �r, Col. ED 1 EON T 1/7' E0l _. I .T..•-� .•m AA,r E01 , L•y. r, -. - i � R•N•o �qy� I ` 4 O,nL ' '. /.•. ,Ac foa•s •roc • - -; In w WraR .RImM•%TI ALTERNATIVE 3W ALTERNATIVE 4W RCa•� • ,eDnNN O AWG SCALE J/e-1• 9CA4L J/B-1' ALTERlIATNE WOOD F'IIAYE �,iDRIONS A Add n..r unl. un wK4.1 awnu NOTE :FRITTER TRAOQ NOT SIILM/ FOR ClAR11Y 1711111011 oil AL IETU 1>It>II�T 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -720 P$F AND PANEL'S LENGTH UP TO B'-B' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SPECIFIC DENSITY OF D.SS OR EQUAL. NOTE FOR C011BBNATIDN OF SECTIONS: TOP !BOTTOM MOUNTNGS CAN BE COMLRNED IN ANY WAY TO SUIT ANY INSTA g110N. O OR DIRECT MOUNT ANCHOR ANCHOR SPACING SPACING DETAIL I )N (APPLICABLE TO SCHEDULE 1) MAXIMUM P STUDS a EVERY O,AFjt1A1P TO 2H0 D PANEL LID TO C A.S.D. DESIGN RESSURE RATING AND .7,_ •. INTO •• :i CONCRETE ,FIT.. STRUCTURESonak -0 1LTER//A1E 1 � � AT END PANEL sruos a EYvn wclaAP TO HOLD FW/IEL s/e• un (asE q i - -- - - - -- - s• Wn. (OA4 q -� o Y ®� S V4' SEE 8fE INTERIM PANEL END PANEL -� SCHEDULE �ECNEDULE � •-J'- NOR Yo ANCHOR MIP�AN�CFDR a J SPACING SPA�CMG ,'-0' Yin. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SGH�LE 2) 1- MAXIMUM A.S.D. DESIGN PRESSURE RATING (pyi) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCHEDULE tAnwjCA� r TD Kr1ON5 1 ! : !Trb FOa a �' en°Ry PA�t SCM7EM ON SHIMMY 131. APPLICABLE MNAs.o. 1AimN v iw-w auyl w1(EwR mwE o AwONDE ws sECigN7 E i MNW1R1 PANEL PRE5011E1 ro YC0 � [ CO.N TO TO mmm A[TE 6L CONCRETE � ro � CONroEtF &.Wt OFCO11°°I�O10N ,DNTH 1• (a) 6' N/A N/A N/A 8' N/A 6' N/A r N/A i ! 2 (1OP) 55.0. -720 g• 7' 9• B' 0' 9' D' 0' 1 (BOTTOM) 5' ' OR 1E55 °• N/A N/A N/A S. N/A 8• N/A 8' N/A 1 ! 2 (TOP) 0• 5" B' S. 0' 7 1/2' 0' 0' B' 9' 1 (BOTTOM) 6• NJA N/A N/A 6• WA 6• N/A 6' MIA 1 ! 2 (TOP) +SS,O -72A 7'-r TO e'-r B' 4' 9' b' 0' 6• 6' 6' r e' 1 (BOTTOM) VA DASD I (S11,p • S/Y Mn. IIW TOP " I.4n OTt 4 (aD • r y NTfY 10N d MEAQ k MWY AXIMUM PANE PNLSAME T - - COyeIN1iA1W LENGTH l' (R.) wtlD t � OF THEM 4402 -61.5 3• y { 1 2' { 1/2' 1 (BOTTOM) 7•-6' OR LESS +538 -86A 3' J' 4' 4• 1 (BOTTOM) 7'-6' OR LESS +65.0 -72D 2 1/2' 2 1/2' 4' ] 1/2• 2 (BOTTOM) r-e' OR LL55 +SILO -720 2 1/2• 2 1/2' N/A � N/A 2 (BOTTOM) r-6' TO B'-0' +SILO -72.0 W/A NJA J• J• 2 (BORON) 7'-8' TO b'-6- tort un aool 4d PNnP�,eRtH 1AA� MIND ev RxWtM arY fEtNAAm. rrin ro a,A•3 nP,o,la Cu SE eQT fs FOR ANOIOIe TYPE t SPMY10 FOR 14TALLAla,e ONTO 11000 TRY( 6UlDIe. 1•rRM AMCYaR STYC•ae AND Y►41M EDGE BRNI4CC AIR f.ORAwD ON 11RS SPtONt. IWIt [D. LIS 1HW I10rAltD W eaYmNE RFDIICf ANCHOR 8PKr40 eY YIATPLYID SP,•Clq show ON SOImINi 6Y THE rdlOrfa FAC1O6. 10R itNK OKRAIION ro IR POSMBLL Rm11Cm SPAfl10 06TARIm IA9a FACTOR 81MLL NOT E LESS THAN AII/IAI,1 9TWCIq •DRJOEO FOR EACH ANtlall TYPE N 1IIOIOR! ,EWDD. t1/YO1 O11POP - I•A16W1• GYM,-•1 AfA ANPNa RNDID OAI E In •TrT•m OA.) , a , , s Ael/L 6A, ROTOR tm-- .,,B, � FLORIDA MAXIMUM A.S.D. DESIGN PRESSURE RATING (p_s_.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIN: (Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS 1Qt ©asuLUTlohs As PER sEeT,DNs , T1661 10, ON SHEETS {. s ! 6) ,,+�NPPAWN �r�t VCEN �r✓ •'•� FLORIDA BUILDING CODE (Nigh Y•IIIcI III cons Zone No. 4167 = °'a0 x1Em' •c 20 GAGE GALVANIZED STEEL STORY PANEL ]A * oR•NI s.: PROTECTION PRODUCTS. LLC. °f p,<A°, °e IL ECOIY6 %t' '•f� (p* W° 6.W. s, SPRCi '� a6 a.,j.",r_.:.�t0w'nN.�]sa F"'Ix"NeaI6EP-sn] 20-178 PLR rN-la 4R- �r 1,• r- ORYIIei N• IAAp4N L >AOA/! OA-mW7H WKTa A run Ar., PL t1-W rNOT f O M MNAOMw IaAWtAA1 AIH1aaNW s•c•a FOR ED. - a 1/2- "D. - DEMON TAKEN Cr TAP-W CNII-W ►114OWT[ ]E14HL a ►Nt3lN7E PLUS SOIa 9R APPLICABLE TO PRF131RE SCCiDN3 / k MAX" RATITE RATING ro ro ro ro ro ro ANY COMIRIIATIoII LONI.TN 1• tn.) ro eOwGIE1E CONCRLIF TO I:OIILIRTE eo,ICR[1[ ro CONCRETE CONCRETE ro tONOR'rt CONCIIEI[ ro NXtNGREIE CONCRETE TO COAIGET[ MNORT[ tX tINp1 [M1a/.) BlOCR BLOCN i0O( 9.001 B,Ddt NLDOT 6• N/A N/A N/A 6' N/A e• N/A e• N/A N/A N/A 1 (TOP) 6• 4' N/A N/A B' 8' 8' B' r 9• N/A N/A , (BOTTOM) 6' N/A N/A N/A 6' MIA 6' N/A 6' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BOTTOM) SS.S, -720 8' N/A N/A MIA B' MIA, 6• N/A 8' N/A N/A N/A } A { (TOP) �r-S• TO B'-6' � '� 6' 4' N/A N/A 8• 6' B' 8' °• 8' N/A N/A 3 (BOTTOM) B N/A N/A MIA S. N/A 6• N/A e' N/A N/A N/A 7 (TOP) b' 4' NJA N/A 8• S. 6• 6' fi' 6' N/A N/A { k 7 (BOTTOM) N/A N/A ,2 1/2' 6 1/� 12 1/2' a 1/{' a I/4' ° 1/{' 6 I/{' fi 1/1' N/A N/A S (TOP/80TT0M) SOLO. -53.3 N/A N/A f2 1/2' 6 1/{' 12 '/2' a 1/4' 6 i/{' b t/4' 6 1/4' a 1/4' N/A N/A a (TOP/BOTTOM) i0 SS.O. -73.0 N/A N/A a 1/4' N/A 6 1/{' N/A ° 1/4' 6 1/a' 8 ,/4' 6 i/4' N/A N/A 6 (TOP/BOTTOM) r-6• TO 11'-2- MIA N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/i• 6 t/{• 8 1/{' B. 0. 10 (TOP) 43b _�0 8• 4' N/A N/A N/A N/A N/A N/A 6' 6• 8 I/a' a 1/4' 8 (BOTTOM) OR LESS 12'-4' OR LESS 6• 4' N/A N/A N/A N/A N/A N/A 6' 8' 6 I/{' 6 1/{• 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 I/{' 6 //4' a 1/4• 10 (BOTTOM) � i SEE srtls 10. 11 AM ,: FDIA ANCHORS TYPE sPAcelD iITR fmaulloNs INTO WOW rRRME alNnse. AelwRw NTc,aR svAcrAlts AND MRMRlY EDCE o6TAlaE ARE flpf:ATED ON Time saEant. FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at VA DASD I (S11,p • S/Y Mn. IIW TOP " I.4n OTt 4 (aD • r y NTfY 10N d MEAQ k MWY AXIMUM PANE PNLSAME T - - COyeIN1iA1W LENGTH l' (R.) wtlD t � OF THEM 4402 -61.5 3• y { 1 2' { 1/2' 1 (BOTTOM) 7•-6' OR LESS +538 -86A 3' J' 4' 4• 1 (BOTTOM) 7'-6' OR LESS +65.0 -72D 2 1/2' 2 1/2' 4' ] 1/2• 2 (BOTTOM) r-e' OR LL55 +SILO -720 2 1/2• 2 1/2' N/A � N/A 2 (BOTTOM) r-6' TO B'-0' +SILO -72.0 W/A NJA J• J• 2 (BORON) 7'-8' TO b'-6- tort un aool 4d PNnP�,eRtH 1AA� MIND ev RxWtM arY fEtNAAm. rrin ro a,A•3 nP,o,la Cu SE eQT fs FOR ANOIOIe TYPE t SPMY10 FOR 14TALLAla,e ONTO 11000 TRY( 6UlDIe. 1•rRM AMCYaR STYC•ae AND Y►41M EDGE BRNI4CC AIR f.ORAwD ON 11RS SPtONt. IWIt [D. LIS 1HW I10rAltD W eaYmNE RFDIICf ANCHOR 8PKr40 eY YIATPLYID SP,•Clq show ON SOImINi 6Y THE rdlOrfa FAC1O6. 10R itNK OKRAIION ro IR POSMBLL Rm11Cm SPAfl10 06TARIm IA9a FACTOR 81MLL NOT E LESS THAN AII/IAI,1 9TWCIq •DRJOEO FOR EACH ANtlall TYPE N 1IIOIOR! ,EWDD. t1/YO1 O11POP - I•A16W1• GYM,-•1 AfA ANPNa RNDID OAI E In •TrT•m OA.) , a , , s Ael/L 6A, ROTOR tm-- .,,B, � FLORIDA MAXIMUM A.S.D. DESIGN PRESSURE RATING (p_s_.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIN: (Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS 1Qt ©asuLUTlohs As PER sEeT,DNs , T1661 10, ON SHEETS {. s ! 6) ,,+�NPPAWN �r�t VCEN �r✓ •'•� FLORIDA BUILDING CODE (Nigh Y•IIIcI III cons Zone No. 4167 = °'a0 x1Em' •c 20 GAGE GALVANIZED STEEL STORY PANEL ]A * oR•NI s.: PROTECTION PRODUCTS. LLC. °f p,<A°, °e IL ECOIY6 %t' '•f� (p* W° 6.W. s, SPRCi '� a6 a.,j.",r_.:.�t0w'nN.�]sa F"'Ix"NeaI6EP-sn] 20-178 PLR rN-la 4R- �r 1,• r- ORYIIei N• IAAp4N L >AOA/! OA-mW7H WKTa A run Ar., PL t1-W rNOT f O M MNAOMw IaAWtAA1 AIH1aaNW s•c•a FOR ED. - a 1/2- "D. - DEMON TAKEN Cr TAP-W CNII-W ►114OWT[ ]E14HL a ►Nt3lN7E PLUS SOIa 9R APPLICABLE TO PRF131RE SCCiDN3 / k MAX" RATITE RATING ro ro ro ro ro ro ANY COMIRIIATIoII LONI.TN 1• tn.) ro eOwGIE1E CONCRLIF TO I:OIILIRTE eo,ICR[1[ ro CONCRETE CONCRETE ro tONOR'rt CONCIIEI[ ro NXtNGREIE CONCRETE TO COAIGET[ MNORT[ tX tINp1 [M1a/.) BlOCR BLOCN i0O( 9.001 B,Ddt NLDOT 6• N/A N/A N/A 6' N/A e• N/A e• N/A N/A N/A 1 (TOP) 6• 4' N/A N/A B' 8' 8' B' r 9• N/A N/A , (BOTTOM) 6' N/A N/A N/A 6' MIA 6' N/A 6' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BOTTOM) SS.S, -720 8' N/A N/A MIA B' MIA, 6• N/A 8' N/A N/A N/A } A { (TOP) �r-S• TO B'-6' � '� 6' 4' N/A N/A 8• 6' B' 8' °• 8' N/A N/A 3 (BOTTOM) B N/A N/A MIA S. N/A 6• N/A e' N/A N/A N/A 7 (TOP) b' 4' NJA N/A 8• S. 6• 6' fi' 6' N/A N/A { k 7 (BOTTOM) N/A N/A ,2 1/2' 6 1/� 12 1/2' a 1/{' a I/4' ° 1/{' 6 I/{' fi 1/1' N/A N/A S (TOP/80TT0M) SOLO. -53.3 N/A N/A f2 1/2' 6 1/{' 12 '/2' a 1/4' 6 i/{' b t/4' 6 1/4' a 1/4' N/A N/A a (TOP/BOTTOM) i0 SS.O. -73.0 N/A N/A a 1/4' N/A 6 1/{' N/A ° 1/4' 6 1/a' 8 ,/4' 6 i/4' N/A N/A 6 (TOP/BOTTOM) r-6• TO 11'-2- MIA N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/i• 6 t/{• 8 1/{' B. 0. 10 (TOP) 43b _�0 8• 4' N/A N/A N/A N/A N/A N/A 6' 6• 8 I/a' a 1/4' 8 (BOTTOM) OR LESS 12'-4' OR LESS 6• 4' N/A N/A N/A N/A N/A N/A 6' 8' 6 I/{' 6 1/{• 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 I/{' 6 //4' a 1/4• 10 (BOTTOM) � i SEE srtls 10. 11 AM ,: FDIA ANCHORS TYPE sPAcelD iITR fmaulloNs INTO WOW rRRME alNnse. AelwRw NTc,aR svAcrAlts AND MRMRlY EDCE o6TAlaE ARE flpf:ATED ON Time saEant. FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at tort un aool 4d PNnP�,eRtH 1AA� MIND ev RxWtM arY fEtNAAm. rrin ro a,A•3 nP,o,la Cu SE eQT fs FOR ANOIOIe TYPE t SPMY10 FOR 14TALLAla,e ONTO 11000 TRY( 6UlDIe. 1•rRM AMCYaR STYC•ae AND Y►41M EDGE BRNI4CC AIR f.ORAwD ON 11RS SPtONt. IWIt [D. LIS 1HW I10rAltD W eaYmNE RFDIICf ANCHOR 8PKr40 eY YIATPLYID SP,•Clq show ON SOImINi 6Y THE rdlOrfa FAC1O6. 10R itNK OKRAIION ro IR POSMBLL Rm11Cm SPAfl10 06TARIm IA9a FACTOR 81MLL NOT E LESS THAN AII/IAI,1 9TWCIq •DRJOEO FOR EACH ANtlall TYPE N 1IIOIOR! ,EWDD. t1/YO1 O11POP - I•A16W1• GYM,-•1 AfA ANPNa RNDID OAI E In •TrT•m OA.) , a , , s Ael/L 6A, ROTOR tm-- .,,B, � FLORIDA MAXIMUM A.S.D. DESIGN PRESSURE RATING (p_s_.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIN: (Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS 1Qt ©asuLUTlohs As PER sEeT,DNs , T1661 10, ON SHEETS {. s ! 6) ,,+�NPPAWN �r�t VCEN �r✓ •'•� FLORIDA BUILDING CODE (Nigh Y•IIIcI III cons Zone No. 4167 = °'a0 x1Em' •c 20 GAGE GALVANIZED STEEL STORY PANEL ]A * oR•NI s.: PROTECTION PRODUCTS. LLC. °f p,<A°, °e IL ECOIY6 %t' '•f� (p* W° 6.W. s, SPRCi '� a6 a.,j.",r_.:.�t0w'nN.�]sa F"'Ix"NeaI6EP-sn] 20-178 PLR rN-la 4R- �r 1,• r- ORYIIei N• IAAp4N L >AOA/! OA-mW7H WKTa A run Ar., PL t1-W rNOT f O M MNAOMw IaAWtAA1 AIH1aaNW s•c•a FOR ED. - a 1/2- "D. - DEMON TAKEN Cr TAP-W CNII-W ►114OWT[ ]E14HL a ►Nt3lN7E PLUS SOIa 9R APPLICABLE TO PRF131RE SCCiDN3 / k MAX" RATITE RATING ro ro ro ro ro ro ANY COMIRIIATIoII LONI.TN 1• tn.) ro eOwGIE1E CONCRLIF TO I:OIILIRTE eo,ICR[1[ ro CONCRETE CONCRETE ro tONOR'rt CONCIIEI[ ro NXtNGREIE CONCRETE TO COAIGET[ MNORT[ tX tINp1 [M1a/.) BlOCR BLOCN i0O( 9.001 B,Ddt NLDOT 6• N/A N/A N/A 6' N/A e• N/A e• N/A N/A N/A 1 (TOP) 6• 4' N/A N/A B' 8' 8' B' r 9• N/A N/A , (BOTTOM) 6' N/A N/A N/A 6' MIA 6' N/A 6' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BOTTOM) SS.S, -720 8' N/A N/A MIA B' MIA, 6• N/A 8' N/A N/A N/A } A { (TOP) �r-S• TO B'-6' � '� 6' 4' N/A N/A 8• 6' B' 8' °• 8' N/A N/A 3 (BOTTOM) B N/A N/A MIA S. N/A 6• N/A e' N/A N/A N/A 7 (TOP) b' 4' NJA N/A 8• S. 6• 6' fi' 6' N/A N/A { k 7 (BOTTOM) N/A N/A ,2 1/2' 6 1/� 12 1/2' a 1/{' a I/4' ° 1/{' 6 I/{' fi 1/1' N/A N/A S (TOP/80TT0M) SOLO. -53.3 N/A N/A f2 1/2' 6 1/{' 12 '/2' a 1/4' 6 i/{' b t/4' 6 1/4' a 1/4' N/A N/A a (TOP/BOTTOM) i0 SS.O. -73.0 N/A N/A a 1/4' N/A 6 1/{' N/A ° 1/4' 6 1/a' 8 ,/4' 6 i/4' N/A N/A 6 (TOP/BOTTOM) r-6• TO 11'-2- MIA N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/i• 6 t/{• 8 1/{' B. 0. 10 (TOP) 43b _�0 8• 4' N/A N/A N/A N/A N/A N/A 6' 6• 8 I/a' a 1/4' 8 (BOTTOM) OR LESS 12'-4' OR LESS 6• 4' N/A N/A N/A N/A N/A N/A 6' 8' 6 I/{' 6 1/{• 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 I/{' 6 //4' a 1/4• 10 (BOTTOM) � i SEE srtls 10. 11 AM ,: FDIA ANCHORS TYPE sPAcelD iITR fmaulloNs INTO WOW rRRME alNnse. AelwRw NTc,aR svAcrAlts AND MRMRlY EDCE o6TAlaE ARE flpf:ATED ON Time saEant. FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at Cu SE eQT fs FOR ANOIOIe TYPE t SPMY10 FOR 14TALLAla,e ONTO 11000 TRY( 6UlDIe. 1•rRM AMCYaR STYC•ae AND Y►41M EDGE BRNI4CC AIR f.ORAwD ON 11RS SPtONt. IWIt [D. LIS 1HW I10rAltD W eaYmNE RFDIICf ANCHOR 8PKr40 eY YIATPLYID SP,•Clq show ON SOImINi 6Y THE rdlOrfa FAC1O6. 10R itNK OKRAIION ro IR POSMBLL Rm11Cm SPAfl10 06TARIm IA9a FACTOR 81MLL NOT E LESS THAN AII/IAI,1 9TWCIq •DRJOEO FOR EACH ANtlall TYPE N 1IIOIOR! ,EWDD. t1/YO1 O11POP - I•A16W1• GYM,-•1 AfA ANPNa RNDID OAI E In •TrT•m OA.) , a , , s Ael/L 6A, ROTOR tm-- .,,B, � FLORIDA MAXIMUM A.S.D. DESIGN PRESSURE RATING (p_s_.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIN: (Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS 1Qt ©asuLUTlohs As PER sEeT,DNs , T1661 10, ON SHEETS {. s ! 6) ,,+�NPPAWN �r�t VCEN �r✓ •'•� FLORIDA BUILDING CODE (Nigh Y•IIIcI III cons Zone No. 4167 = °'a0 x1Em' •c 20 GAGE GALVANIZED STEEL STORY PANEL ]A * oR•NI s.: PROTECTION PRODUCTS. LLC. °f p,<A°, °e IL ECOIY6 %t' '•f� (p* W° 6.W. s, SPRCi '� a6 a.,j.",r_.:.�t0w'nN.�]sa F"'Ix"NeaI6EP-sn] 20-178 PLR rN-la 4R- �r 1,• r- ORYIIei N• IAAp4N L >AOA/! OA-mW7H WKTa A run Ar., PL t1-W rNOT f O M MNAOMw IaAWtAA1 AIH1aaNW s•c•a FOR ED. - a 1/2- "D. - DEMON TAKEN Cr TAP-W CNII-W ►114OWT[ ]E14HL a ►Nt3lN7E PLUS SOIa 9R APPLICABLE TO PRF131RE SCCiDN3 / k MAX" RATITE RATING ro ro ro ro ro ro ANY COMIRIIATIoII LONI.TN 1• tn.) ro eOwGIE1E CONCRLIF TO I:OIILIRTE eo,ICR[1[ ro CONCRETE CONCRETE ro tONOR'rt CONCIIEI[ ro NXtNGREIE CONCRETE TO COAIGET[ MNORT[ tX tINp1 [M1a/.) BlOCR BLOCN i0O( 9.001 B,Ddt NLDOT 6• N/A N/A N/A 6' N/A e• N/A e• N/A N/A N/A 1 (TOP) 6• 4' N/A N/A B' 8' 8' B' r 9• N/A N/A , (BOTTOM) 6' N/A N/A N/A 6' MIA 6' N/A 6' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BOTTOM) SS.S, -720 8' N/A N/A MIA B' MIA, 6• N/A 8' N/A N/A N/A } A { (TOP) �r-S• TO B'-6' � '� 6' 4' N/A N/A 8• 6' B' 8' °• 8' N/A N/A 3 (BOTTOM) B N/A N/A MIA S. N/A 6• N/A e' N/A N/A N/A 7 (TOP) b' 4' NJA N/A 8• S. 6• 6' fi' 6' N/A N/A { k 7 (BOTTOM) N/A N/A ,2 1/2' 6 1/� 12 1/2' a 1/{' a I/4' ° 1/{' 6 I/{' fi 1/1' N/A N/A S (TOP/80TT0M) SOLO. -53.3 N/A N/A f2 1/2' 6 1/{' 12 '/2' a 1/4' 6 i/{' b t/4' 6 1/4' a 1/4' N/A N/A a (TOP/BOTTOM) i0 SS.O. -73.0 N/A N/A a 1/4' N/A 6 1/{' N/A ° 1/4' 6 1/a' 8 ,/4' 6 i/4' N/A N/A 6 (TOP/BOTTOM) r-6• TO 11'-2- MIA N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/i• 6 t/{• 8 1/{' B. 0. 10 (TOP) 43b _�0 8• 4' N/A N/A N/A N/A N/A N/A 6' 6• 8 I/a' a 1/4' 8 (BOTTOM) OR LESS 12'-4' OR LESS 6• 4' N/A N/A N/A N/A N/A N/A 6' 8' 6 I/{' 6 1/{• 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 I/{' 6 //4' a 1/4• 10 (BOTTOM) � i SEE srtls 10. 11 AM ,: FDIA ANCHORS TYPE sPAcelD iITR fmaulloNs INTO WOW rRRME alNnse. AelwRw NTc,aR svAcrAlts AND MRMRlY EDCE o6TAlaE ARE flpf:ATED ON Time saEant. FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at .,,B, � FLORIDA MAXIMUM A.S.D. DESIGN PRESSURE RATING (p_s_.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIN: (Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS 1Qt ©asuLUTlohs As PER sEeT,DNs , T1661 10, ON SHEETS {. s ! 6) ,,+�NPPAWN �r�t VCEN �r✓ •'•� FLORIDA BUILDING CODE (Nigh Y•IIIcI III cons Zone No. 4167 = °'a0 x1Em' •c 20 GAGE GALVANIZED STEEL STORY PANEL ]A * oR•NI s.: PROTECTION PRODUCTS. LLC. °f p,<A°, °e IL ECOIY6 %t' '•f� (p* W° 6.W. s, SPRCi '� a6 a.,j.",r_.:.�t0w'nN.�]sa F"'Ix"NeaI6EP-sn] 20-178 PLR rN-la 4R- �r 1,• r- ORYIIei N• IAAp4N L >AOA/! OA-mW7H WKTa A run Ar., PL t1-W rNOT f O M MNAOMw IaAWtAA1 AIH1aaNW s•c•a FOR ED. - a 1/2- "D. - DEMON TAKEN Cr TAP-W CNII-W ►114OWT[ ]E14HL a ►Nt3lN7E PLUS SOIa 9R APPLICABLE TO PRF131RE SCCiDN3 / k MAX" RATITE RATING ro ro ro ro ro ro ANY COMIRIIATIoII LONI.TN 1• tn.) ro eOwGIE1E CONCRLIF TO I:OIILIRTE eo,ICR[1[ ro CONCRETE CONCRETE ro tONOR'rt CONCIIEI[ ro NXtNGREIE CONCRETE TO COAIGET[ MNORT[ tX tINp1 [M1a/.) BlOCR BLOCN i0O( 9.001 B,Ddt NLDOT 6• N/A N/A N/A 6' N/A e• N/A e• N/A N/A N/A 1 (TOP) 6• 4' N/A N/A B' 8' 8' B' r 9• N/A N/A , (BOTTOM) 6' N/A N/A N/A 6' MIA 6' N/A 6' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BOTTOM) SS.S, -720 8' N/A N/A MIA B' MIA, 6• N/A 8' N/A N/A N/A } A { (TOP) �r-S• TO B'-6' � '� 6' 4' N/A N/A 8• 6' B' 8' °• 8' N/A N/A 3 (BOTTOM) B N/A N/A MIA S. N/A 6• N/A e' N/A N/A N/A 7 (TOP) b' 4' NJA N/A 8• S. 6• 6' fi' 6' N/A N/A { k 7 (BOTTOM) N/A N/A ,2 1/2' 6 1/� 12 1/2' a 1/{' a I/4' ° 1/{' 6 I/{' fi 1/1' N/A N/A S (TOP/80TT0M) SOLO. -53.3 N/A N/A f2 1/2' 6 1/{' 12 '/2' a 1/4' 6 i/{' b t/4' 6 1/4' a 1/4' N/A N/A a (TOP/BOTTOM) i0 SS.O. -73.0 N/A N/A a 1/4' N/A 6 1/{' N/A ° 1/4' 6 1/a' 8 ,/4' 6 i/4' N/A N/A 6 (TOP/BOTTOM) r-6• TO 11'-2- MIA N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/i• 6 t/{• 8 1/{' B. 0. 10 (TOP) 43b _�0 8• 4' N/A N/A N/A N/A N/A N/A 6' 6• 8 I/a' a 1/4' 8 (BOTTOM) OR LESS 12'-4' OR LESS 6• 4' N/A N/A N/A N/A N/A N/A 6' 8' 6 I/{' 6 1/{• 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 I/{' 6 //4' a 1/4• 10 (BOTTOM) � i SEE srtls 10. 11 AM ,: FDIA ANCHORS TYPE sPAcelD iITR fmaulloNs INTO WOW rRRME alNnse. AelwRw NTc,aR svAcrAlts AND MRMRlY EDCE o6TAlaE ARE flpf:ATED ON Time saEant. FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at MNAOMw IaAWtAA1 AIH1aaNW s•c•a FOR ED. - a 1/2- "D. - DEMON TAKEN Cr TAP-W CNII-W ►114OWT[ ]E14HL a ►Nt3lN7E PLUS SOIa 9R APPLICABLE TO PRF131RE SCCiDN3 / k MAX" RATITE RATING ro ro ro ro ro ro ANY COMIRIIATIoII LONI.TN 1• tn.) ro eOwGIE1E CONCRLIF TO I:OIILIRTE eo,ICR[1[ ro CONCRETE CONCRETE ro tONOR'rt CONCIIEI[ ro NXtNGREIE CONCRETE TO COAIGET[ MNORT[ tX tINp1 [M1a/.) BlOCR BLOCN i0O( 9.001 B,Ddt NLDOT 6• N/A N/A N/A 6' N/A e• N/A e• N/A N/A N/A 1 (TOP) 6• 4' N/A N/A B' 8' 8' B' r 9• N/A N/A , (BOTTOM) 6' N/A N/A N/A 6' MIA 6' N/A 6' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BOTTOM) SS.S, -720 8' N/A N/A MIA B' MIA, 6• N/A 8' N/A N/A N/A } A { (TOP) �r-S• TO B'-6' � '� 6' 4' N/A N/A 8• 6' B' 8' °• 8' N/A N/A 3 (BOTTOM) B N/A N/A MIA S. N/A 6• N/A e' N/A N/A N/A 7 (TOP) b' 4' NJA N/A 8• S. 6• 6' fi' 6' N/A N/A { k 7 (BOTTOM) N/A N/A ,2 1/2' 6 1/� 12 1/2' a 1/{' a I/4' ° 1/{' 6 I/{' fi 1/1' N/A N/A S (TOP/80TT0M) SOLO. -53.3 N/A N/A f2 1/2' 6 1/{' 12 '/2' a 1/4' 6 i/{' b t/4' 6 1/4' a 1/4' N/A N/A a (TOP/BOTTOM) i0 SS.O. -73.0 N/A N/A a 1/4' N/A 6 1/{' N/A ° 1/4' 6 1/a' 8 ,/4' 6 i/4' N/A N/A 6 (TOP/BOTTOM) r-6• TO 11'-2- MIA N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/i• 6 t/{• 8 1/{' B. 0. 10 (TOP) 43b _�0 8• 4' N/A N/A N/A N/A N/A N/A 6' 6• 8 I/a' a 1/4' 8 (BOTTOM) OR LESS 12'-4' OR LESS 6• 4' N/A N/A N/A N/A N/A N/A 6' 8' 6 I/{' 6 1/{• 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 I/{' 6 //4' a 1/4• 10 (BOTTOM) � i SEE srtls 10. 11 AM ,: FDIA ANCHORS TYPE sPAcelD iITR fmaulloNs INTO WOW rRRME alNnse. AelwRw NTc,aR svAcrAlts AND MRMRlY EDCE o6TAlaE ARE flpf:ATED ON Time saEant. FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at � i SEE srtls 10. 11 AM ,: FDIA ANCHORS TYPE sPAcelD iITR fmaulloNs INTO WOW rRRME alNnse. AelwRw NTc,aR svAcrAlts AND MRMRlY EDCE o6TAlaE ARE flpf:ATED ON Time saEant. FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at IS MIN, -max � 7bWAM%tw SECTIONS ON SHEETS 17, 18. j % W. +/lW /188W/'6 _ -.._.. _.3-M= I. - - - - --------- - 0 o a o 0 o b I I �qR� 'r(aar s%a ww4 I I I �aAAv stbEl wu �!., OI IRE A. P1HIEl A --� -- A MU. v - PANEL LENOTH (SEE SCHEDULE) /, - �-- !- '-• .'----' -•- ' -- �(,iS.W78i7 AT 48tT- _. ) •__ , -, _--_f- � ' ( r Luunw • LotsYEN PANELEOITOM COIN ICIS Mn NA C 1ST W HIDE HWel,. ::QWNA.J J• MAX. E4/17, Y/I7, ey14 48//7. Be/ as J' IAAX. 1' MIN. SIDS/19, 7Aw/19 ! III, rU/1B. 7eW/TB B =W/2O I• Mpl ----- -_-------- -ANCHORS (SEE SECTIONS ON SHEETS 17. 10, i9 Q 20) ---- --- - - --- -- OPTION #2 FOR LIFE SAFETY STORM FANELLI ELEVATION SCALE 3/16'-1• I/.• AWL W -r Otll.� DIWL OWVI MOx IHNNLY) OtvE SALTY ORE® ~� e..•.yazu:a __ .=z--�.- :. � .__�. r-__-.---_. -�- -a:cs_ •tLa�-s-t_ Emma SECTION A -A SCALE MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L (ft.) TO GLASS CONDITION RATING (p.s.f.) (SEE SECTIONS) +55.0. -72.0 8'-8• 2 3/4' UNBOLTED INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES h% �I' WOOD ,IFMER - ; WOW IWAOER 'I W000 IIr10EA wOm Max,"LEA lE 1"� 1 4•r TAPCON Y 0.C. ,/4Y TAPIXW ! 6' 0.C. - I - 1,1 1 TONMINA.T TRNOROEADDE9 - -7 i ,/2• HMAIT. TWIMOOFADOFD �' I P/EN411ET1R/TATPIOCON T.! r O.C. ACED i --T1IN/a1Y 1/TArPCYOlWw. !TRtlsW• AOO.EcO. wood AF W000 I �, IFADEII IHfMOI � I' ' /WADER � �� HEADER I I Y4A. In i G m EXISTING AMA wWRNWN Exulm MI. >ur+WRIR •L• AW. GLASS ONE 60ASA 1` INwI. CLASS (>'Q 1L�NN➢IRAE PANEL ALfiMQ(N OM 98T 1q ; PANEL IL1CM ql PINT iq Mn T W.. (SEE MITI 1 snow) ; PANEL LENGTH (SEE NQIE 1 BUD" ,a., soAM,IAN At. RPAMtCM : PANEL LENGTH NIsr1Nc ,IN aIAM - _ ..may-. ! (SEE MITE 1 BELOW) CLASS m AU (SEE NOTE I BELOW) tA55 a W 1q ' 1/4•r-2O.t' - Cl/SS aril >NQ 1q 1/4.4- 1• .-... - SS M.S. W __ _ 1 SS R _• � � , _ _ 7WTN/°••G Mina � .: _ a O. TAPCDII _�__' ---- t. MIN. ,HAL1D[0 _ '- i i T+oTETMTOM AT ADM10M Of FU,E� i T m (D e t �^ III ;I• ___-. I -- �' _. 1 1 EC - - I _ 1/4 Y-iA!/4•S.S. MS W �LOMT. COAT. EQ 1 9/BYW/37' WwG NUT /0 1/4'4-2aJ/4•B.S. Y.S. W/ VON. 3/32• WINO NUI C. 2/6.4 . 3/32• WINO L WAVER ! 12 1/2' O.0 T 7WASNIOR (6LYVIID) NNAi WASHER ! 12 1/Y O.C. I'. MR�WISHER (a IO) 1 sY TAPCO~ 1 6. ox. I. �THREADED T - --- 1 4(�ApOQm W/ SND).c ' it - - -. 1514A0� w/ STUD) I 1 TKMIMAT mamom • .`.. �'i w 1 1 r MIN. THRCIDED --'' TKN Ai NDWIDM I •,:L1_- •W 1 1 ROM AT MOWOTH �_ i OF PLATE _ -.•t :� 'I J- .. _ ii2 4' WOOD PN1E Ili PLATY I OF PLATE - • W000 PIAR BEOLWED _ _�•.QWODD PATE _ _. .WODO PATE WAU ATM WALL MIDI �jdjlQiq G INSTALLATION ALTERNATNE TAW O ITEEL(HAR PANEL ALjfTDtAT1YE 7tiW SCALE 3/6-.1• 0 LIFE SAFETY PANEL SCALE 3/8•-1- SCAE 3/e•-1' SCALE a/e--I• 1 MAN f!wT I. INSTALLATIONS AM MY VALID FOR IANNWS WITH ASO. DESIGN LOADS JGENBF UP TO ♦553, -720 PSF AND PANEL'S LENGTH W 10 V-e' NO•; 2. FOR NEW WOOD FRAME CONFIRLCMN WOW MEMBERS TO BE SOUTHERN :* i sT� PIE ND. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL ; *'•, � �__�_.�'�.••. j COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG (SCALE 1/2-1-) STORM PANELS 1&1967 (TOTAL We)TN)___ •� 12.500- (EFFECTIVE WIDTHT ____. -_-..- -- -.._-- N - - _) I 2250---y Apt' .. ' .073, z.eoo• �' 2.244• 07V Tm I 2.657' VAAHIQEOMO 4 E T-' 3.500• 125 2 500• 2.244• x. R HEMMED TYP SwlE M U~ r OEEAe. dJ / , •tea. - G 70MY EDBE 0-60 CJEV. All z : �d0. ,- -__.--6.YA•'-.-.�_ _ -- © STORY PANEL .230 _. ( ---2.170' - - '-•_2.470•------111 O2 REVERSED "he TRACK O REVERSED 'LAW TRACK wAxL's F1vD LIG i'� . W/ HOMED EDGE. ' ) f /- - .�, it t-- HEMMEIZ 'P I ISOMETRIC VIEW DETAIL A 2Om 2.060' ROUNDED CORNER ! ENDS OF PANEL'S - -' 125• END LIP W/ HEMMED EDGE .750• 4O 'J* TR el( O © rX5" nY,) ALUM. ANGLE 1 1 4 WIDE Ur- 125' 5061-TS Rum. ALLOY ,T T'SY �• Crro) ^ Z L_ N8. 44187 FIORIDA �3' Cox. --I - - ,750•-- * '; :- a1E OF ,•'� tamp ,U,ELw. rc WILDING CODE (High Vetlrott MU no Zone 2G OW GALVANIZED STEEL STORY PANEL DRAW W. O7 SW3L3'(Max.) ALUM. ANGLE ©STOP BAR '',.53/ NAL IL ECOIMc M/BI/2WR AL PROTowto. PRODUCTS, UC. 00E 11 • LONG J_ L R I11111NM IL 3331(N6.INp-ma LSOB.3-TS Alum. Auar / L PE. tE1W/f6,MTIW/CITE +r aA ww,r olE A xH: MAMA TWO 4n-HID M1 RN1 W1-ilf .ikYH WALTER T'J`N PL woi� iN61)1DW 20-176 ..NTH. WA w t1RMNW N4: `*"H MRT n W M OR COPICREl�E BLOCK REQUIRED Ir- E.D.6 INSTALLATION DETAILS FOR OPTION J2 FOR LIFE SAFETY STORM PANEL, SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4• TAPOON ANCHORS _ _ 1/4• TAPOON ANCHORS -_ 1/4' TAPCON AN04M ,14• )IPCW ANCHORS ! 1,091 go. D.C. r ot, - • fY OC POURED CONCRETE, POURED CONCRETE.` POURED CONCRETE, OR CONCRETE OR CONCRETE - OR tXRCRETE BLOCK REOLOW r-CI BLOCK REQUIRED- 1 ` BLOCK REDUMtEO MCA. Yoh. ,- i EDP 86r LID --) �Nr. �' '! ` � ' 'dart. � �'1" ' ' ;y �', �'` (•�3) 1 H i WNr Ep, 1 WAWINAb IP 1 14. RWwi9f W A 1 �moui�al �� Ex+sTP10. i Ex9nN9.i ' ( ' d Aed GLAas , $ TX ass i j A 1€ Yl isg'. • r i .' CM; 1/.•:-Tar •. ' ,� ] _ .; 6• f' NUT t G 6 _-I 3/32• WING NUT ! 12 1/2. O:C. tle TAPC04 ANCHORS _6 4 1/2• o.e (poacom w/ STUD) IOUINED CONCRETE OR CONCRETE BLOCK REDtRED WALL uGU({j'[NNO INSTALLATION NO SnWi 3/D•-I' E.O.• / Pnt A WAZER (RYONO) _ 1/4• TAPOON ANCHORS S 4 1/2. O.C. (STAGGERED W/ STUD) PWRED CONCRETE OR CONCRETE BLOCK REQUIRED WALL MOUNTING INSTAUaTtON O UFE ANEL SCALE 3/8'.1' 1a I6 A b FOR DI1s TYPE R AIOION TIN,[ 1/4'. - Mom - INC F WI 46TANAil01R rrto nODD rr RADA RArs! P•1 3 FR" HUI TRINE 1utD1Ha MINAMw ACTOR YACNOS AID HAMMY 4/XATHA aN 44HYARYO WA-�A Rh) 3 soma me ED "7 BOND IRE AOI m LEST 7RIV1 IIIICATEO M/ BM IWW SPAC A HOR 8RIS10 w NAMIYME O MHOWN ON saeD,KE R.e HRYJ a,,,,,. Wr N 3 110LEL V iWQldl OWING O M FOLLOWING BE O&MLWRIPS. FOR RED REDUCED- I)PDIATOH ro K PSNNG FA 1RACEIG Two m USING 0C.4 IACA HOT- TOLFEW AN KAMW Oft ASCHE DD Fat FAON ANeHnR nWE DN THE TiC,EMAE -----.. ---_ _ a• _. - ��- 3,x 1/2' - 1/l•!-2W�eSS. MS W/ - I- - ., - A'B'PA3/32 WINLS N,rt WASHER ! 12 1/2' O.C. �/2 H - : 1/4'r-203 -S. M.S W/ /eba.1/u• WWG NUT WASHER (BEYOND) ._--�t A TAPOON ANCHORS 4 1/r O.C. / A' iMCON ! 4 1/2. O.0 OR CONCRETE BLOCK -PDJM CONCRETE REQUIRED WALL MOUNTI CONCRETE OR OCONCRETE ROCK REQUIRED O REGULAR PANEL O SCALE 3/8'-1 uM sAFET SCALE 3/8'-I' PANEL IWILDING CODE INSTALLATION DETAILS FOR OPTION 92 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES L. . 1/4-0 TAPOON ! 5' O.C. I 4'r TAPCON O 6. O.C. 1HREADED 1 , j I -_-�/, 1/2- MIN. TMRFADCD PfIETRATgIr Ai WOOD IM AT WOOD HEADER HEADER l n• f YNo. ---- - N.A'- W000 HEADER M,n. WOOD /"HOER I r 1 REWRED ._ - REQUIRED - / . I FKISTIIG Yk S suds ,D !'� YMO10) r a am 1q PANEL LENGTH (SEE NOTE 1 BELOW) I F;] - II E'10 -.. 2-.4• WOOD PLATE 3/32' WINK' NUT REQUIRED T WASHER ! 6 I/A• O.C. J14-10 PANELEMTE ll/ Cli ! b 1/4' O.C. W , 9/E MIN -Ile TON AT MDIWOTH OF PATE WALL NJ Q REGULAR PANEL SCALE St. 1, INSTALLATIONS ARE ONLY VALID FOR 6ALWOS WITH A.S.O. DESIGN LOADS UP TO ♦55.5. -72.0 PSF AND PANEL'S LENGTH LIP m 8'-r 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL UP. NOVAKTON m SABA oI SWI"); O1A55 MET IFNEN 7H'0-2.0At'_ - B (SEE NOTE ,BELOW) S7/.SB. L1.4 W - NUT Eon 2•A4' WOLO_RA1TE ,.-7/8'9 , 3/32' WING MIT RI.EQUIED - •. WASHER ! (BEYOND) 10 PN.C. IE PII a 6 WIT 7/8 '. MIN. THREADED 110N AT MDYYIDTH 6 PATE WALL WOULMNG I ON ALTERNATIVEmff 6 LIVE SAFElY PANEL SCARE 3/8•-i- FLORIDA BUILDING CODE (Mich Y 24 (R¢ NONE 2 ROAD 4 B/ a W/o Mz 1'/24 r4'/24 (s¢ RWTE 7 IO.OW9 7• INa4. 2'/24 W 1'/24 ` 4 ,/.I� (6FE NOTE A eI0WA) FOIL CO$NUTE 5'. FOR >D 1_ Mn. CONCRETE A CALM P-a• xIxDIKE ox CTICK >O rSH IT 26 3• Ma 9FE BRIWNS W WHIT » Yv. Ar 2 tfH TOWDME 011 sCQt 36) ,• Nn. I. IWV 1. 1wf PNC9 Ivl• sJL¢ II2• ^�Y IP) I�� ^ i/� � M� tR I'Mil'-J 1- I�11.1 �1.1,1 1�(U1e aZ 3. 4 lwnj ` frTEleon MAIN IN-mm" P448i !LMroiGR PAVFL) ( �P j TT ao i L (EiNo PwEy ' PAIILJ fPnEaOt v r '(EYE PN(J� 6o x LSIXNONE BUM' AXE NONE 2, 3. 4 ELDW SEE . ]. 4 BODW NOTE A i t I e, �_ I `. ! _ ,_ _1�.. • � � - IL i; ��. � i_L.eel¢qE�2oQ+.P34A9 R/ 4o x •L' T- - - � TT . I - 'A•L IT 11 H _• • sI ROTE 4 1F3DW - • • • NOTE 3 • /PµAEUW TE OWmOLJ ,:bl/A SbEDA[OM ssT a: rmiPoOOST:KEW RMo� YAr 8E T[O� 1/Y Rr , RR' AT Uhl PAETS)TXON MDTE 3 SET 2ECTKP5 ON SHE" m Al (M ®W/ Mt R/p®. ® PNVOS iS' •LAST NG S K'T m BE INSTALLED AT EACH • LAST PANEL O m BE Nsuum AT ud1 OPENING S2IAT ALNMs BE PRon[D W/ TYPICAL ELEVATION FOR SERA$ 2000E�A�ON FOR SER�2� R �wv�EAWL* KNMAKiTABETE AITI°E°ALLAT O"iTYPICAL INEIR M Om ro K INSTALLED EmMTEWADLIMATMXN E-2 HANG STORY ��EL m C_VZTru (RSOE OF =rom�� ILLEo maN _HANG STORM PAN or" or mWarUT� aQYt a/1r - 1• -- - -- mu a.. E IL SYSTEM 'ec Mt W41/4- 1b GAP 1/A' Alt GAP T/4• IH• GAP ( DR03 W/ -M-0 1 I SECTION jLA-AA-A SECTION B- !DICW.I.Ew W 1L° E S/w - t- g7� au (1). OEFINITYXN OF H:rpcc HOOD: E - Z NAIG STORY PANEL SYSTEM CONSISTING OF PANEL . •% TRACKS AT TM, A: PANE -MATE PLUS OR 15' LOW (1). DEMhf Kw_-•„--QN QE_,aBBES_=, E - Z Iw4 STORM PANEL SYSTEM CONSISTING Of PANEL (rAi BOTTOM W/ PANELMATES CAW- TRACKS TOP A BOTTOM. (2). END PANELS SNAIL ALWAYS BE CONNECTED TO 9Ll WALL By MEANS OF (2} PANELS SHIAIL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAN PANELMMTES OR. IF USED JpNRY W/ 15• LONG TRACK AT BOTTOM, END PANELS SHALL BE PROVIDED AT TOP OF SUCH PANELS. SHALL BE CONINECTED TO U7 w/ 1/1'L-20r3/1 5, W/ T 3//J3Y WING NLT OR t/4'1-20W3 Mtn. TI INfU T(EXCFPT AN (3)� IF ENO PANELS ARE IX710/ECTED 70 BOTTOM TRACK, CONNEXION SHALL CONSIST Of DESCRIBED ON NOTE (3) OW) 1/4Y-20A3/e MS. W/ 7/8'PF3/32• WRNG MR OR 1/4'H3/4' Mh TNUMBSCRLW (3). FOR CASES WHEN END PANELS ARE 415E JOINTLY W/ 1S• LONG (2� AT ITC TAPPED BOTTOM K. MOUTON OF FASTENERS MAY BE AT EITHER OF TWO 7C EXTERIOR FAT RANGES OF END PANEL J)GfrOM BUT END PANELS ARE NOT COMIEGTEO TO BOTTOM TRACK STOP BAR (4). IN USE THAT ENO PANELS AIDE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BM F SHIAl1 BE PROAtOFD AT TOP OF SUCH PANELS. IS ONLY USED AT TOP)) AT LEAST TWO PANELS SMAL BE CONNECTED TO BOTTOM TRACK (4). FOR I/STAILATONS WHEN END PANELS AND SOME /NRWOR PANELS ARE DIRECTLY USING SPECS IDICATEb ON NOTE (J) IIBOE. IN SI/C11 CASE, CONNECTION OF PANELS LIIOUMED ?b EXISTING SAIL HALL MEANS OF PAFELMATTS. ONE INTERIOR PANEL t0 BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. MAY W USED JOINTLY OL TRACT( AT SHOANffO ON ELEVATION AND ACHING BOTTOM y) TRACKTOW2bW W 1BE USED J INTL i0LLOR1NO/ ��/ (5) SEE SECTION 1'. 3' A 4. ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. EDGE DISTANCE, FOR T1R5 R BFTDe01t PAME'L LASED ' WJ I{�� 00E5 IH1,11111NNA NOT NEED TO BE OONND( TO BY ANY MEANS. TRACK SiIALL BE RSTALEp ,LAP / SIICFI THAT ADJACENT PANELS LEFT ! ROM SDI OF PANEL) HAVE _Pr'•ATT,A A: T��C/r THEM OVERLAPS RETAINED BY �J . - 3 : `XONJ, ;-`r,IP s FLORIDA BUILDING CODE (Mah Valcatty Murrf..- INSTALLATION DETAILS FOR OPTION 92 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 114' TAPCON ANCHORS I14' TAPCDW ANCHORS-i 9' O.C.9. O.C. POURED CONCRETE POIIREO CONCRET' ._ OR CONCRETE O.00XOR EYE, REQUIRED ,• S REQUIRED %N 1 E.v NT t I IRA IP4AW1i W 0 rIX+�aAA�a n I W421 ,n � 1 Exrsny¢„1 �WI R 1 1 I I : I 1 j Y 1 1 , H iX 1 E.D• � � i P,WELMATE PLUS W/ . .-�14-,0'r /B'0 , 3/32' QUID NUT WASHER ! 6 1/4. O.C. BLTZMWOCRIETOCK REQUIRED WALL U LILATM . O REGULAR PANEL SCALE 3/8•-1• SEA elm 19 1I iLL IOA s ♦ �= tilt Puml , INTO OD FOR RSTALLAlId6 INTO 6000 Mw WIOIOII rMWw O,O ] 3 On" MINIM A D1l, SO MADI AND" SrW IDIDA A! THIS 0l ME M1 •rraatr,n gRfsMe 0.) 3 3 wa MR LESS " SO MAE RED ED. LETS V IMNGIW DN SRISIC F SOf91AL REDUCE G SHOWN THE SPACING TORN ON 4C/INtA�E WM ApJ pI� !,r /.) _ O IR NNl1/A 81► EBE BeB1W IIIaOR IN FOE, 6r 11W N TO S•DIIAI Fn&L FOR AD REDUCED m BE F'am , IR, y - O FI IKYO THAN M IStl6 FAONC DICA MIDI AN LOU AN IAt4N1 pf 0. 741 rSCHED o PDR uFJH A,CInR THE OM T11N sbEpinE - - - 3 lir 2 MIe7111 OLES HVAN D E-2 HANG STOW PANFi SVSMi 1 E-2 HANG STORM PANEL SHOWN ON THNS PRODUCT EVAWATON DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLANCE IN ACCOM44CE WITH THE 2020 (M EDTDN) OF THE FLORIDA BUILDING CODE. DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 1820 OF THE ABOVE MENTIONED CODE, FOR A WNIO SPEED AS REQUIRED BY THE JUNISMCTON WHERE THESE SHUTTERS; ; WILL E INSTALLED AND FOR A DUKCTIONIMA' FACTOR Kd-0,65. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A: 26. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-is SMALL BE FIRST REDUCED TO AS.O, DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (A-S-D) DESIGN PRESSURE RATINGS INDICATED ON SMEFIS 25 ! 25. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED. A 33R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS hM tFeED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECrION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032, AS PROTOCOLS TAS-201, TAS-202 AM 7AS-203. 2. THIS SYSTEM HMS BEEN DESIGNED TO E INSTALLED ON THE OUTSIDE Or THE OPENING ACCESSING THE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR LIFT THIS APPOCATON IS VALID WHEN INSTALLATION 15 INTENDED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 3. SERIES 1000 INSTALLATDN IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION S REQUIRED TO BE PERFORMED FROM THE INSIDE Or STRUCTURE. 4. SERIES 20M IPMALIA71ON 6 MPLIUBLE TO SINGLE AND DOUBLE HUNG AND HORRONTA, SLIDERS STYLE WINDOWS WHEN INSINUATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 5. ALL ALL)WMW EXTENSIONS TO BE W63-TS ALLAY AND TEMPER. (UNLESS OTHERWISE NOTED) 6. ALL ALUMINUM S ME7 USED A7 CLOSURES 1 -H1< HEFT AL CL SMALL HAVE J o5 ALLOY. 7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL- ASTM A-W GRADE 50 Min., GALVA6ZED STEEL TES%NATON W/Fy- 58.5 km (AFTER ROLLED). B. ALL SCREWS TO BE STAINLESS STEEL 304 OR 116 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 500/8 W/ 50 mi YIELD STRENGTH AND 20 b; TENSILE STRENGTH k SHALL COMPLY W/ FLOMOA BUILDING CODE SECTION 2411.3.3.4 9. BOLTS TO BE ASTM A-307 GALVAM2ED STEEL, OR AS 304 SERIES STAINLESS STEEL, WITH 38 KM MINIMUM YIELD STRENGTH. 10. ANCHORS TO WALL SMALL BE AS FOLLOWS: (A) am, 1/4•0 TAPCON ANCHORS AS MANUFACTURED BY ITW. BRILDEX, INC. (DUN, re.3112 Per.) 1/4' r X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. rc-3000 014_ 10 PANELMATE FEMALE 10 A PANEUMTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (r4-33% P.W.N.) A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4• AND 2• FOR PANELMATE FEMALE 10 k PAMLMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4•0 X 7/6- CALX-IN ANCHORS SHALL E IS 7/8• INTO CONCRETE. No EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PEAABTED. 1/4' 11-20 SS SDE 99 BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4• INTO ANCHORS, A.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS LEMINED N AI) AND IN A7). (0) TO EXISTING CONCRETE RO•'C WAIL - 1/4' r TAPCON ANCHORS AS M94UFACTURED BY ITW. BUILDER, I/C N� - 1/4- r X 7/8- CALK -IN ANCORS, AS MANUFACTURED By DEWALT INC (Cm-1500 peel.) - 114-10 PANELMATE FEMALE TOAND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY EL.CO CONSTRUCTION PRODUCTS (I'm-2071 p.et.) E.D It V/M,IPI W ) U M rHmri �A) _0 e ExISTtN� ; I I W ) I 1 .s +v 11 r_- ri• *"We"' I 1 t G Is- 1�1-1 J i t'a .. 3r WIND PLUS S _ ;ro'4 , a/3r wNo NUT vnA91En (BEYOND) CONCRETE - OR CONCRETE =REQUIRED �E6Dr3L WALL !_ICE SAFETY PANEL SCALE 3/e•-l' 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PµELMATE FEMALE 0 W PAmaMATE PLUS INTO CONCRETE BLOCK SLAL BE 1 1/4'. 6.2) MOO" EMBEDMENT OF 1/4•9 X 7/8' CALK -IN ANCHORS SAALL BE IS 7/8• INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PEAWREO 1/4• 0-20 SS SIDEWALK BOLTS USED SALL BE LOW ENOUGH(SHOULD ANY FINISH MATERIAL DST) TO ENGAGE 3/4• INTO ANCHORS. B.3) IN USE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, MICHORACE SHALL BE AS MEMRONED IN ELI) AND IN 8.2). (C) NCHHOUFSS ISHALL BE INSTALLED FMXOWWG ALL OF THE RECOAMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S t t fT SHMA BE THE RESPONSORM OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY E ATTACHED TO CONC E11L ROCK OR 11000 FRAME R1I.ONIGS. 12. THE 06TALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WNCH REMAIN IN CONTINUOUS CONTACT WITH THE BALDING 10 PREVENT WINDAMN INTRUSION CAULK AND SEAL SHUTTER TRICKS ALL MOUND FULL LENGTH. t3. StORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISOICTON WHERE POW IS APPLIED TO. 14 ATRIUM WIDOWS AN - H D DOORS, INC.WC 2 HANG STORM PANEL SYSTEM"' IS AA7eTNf IE1plD. 15- (I) THIS PRODUCT EVALUATION DOCUMENT (PAND .E.D.) PREPARED BY THIS ENGINEER IS GENERIC D DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I.r. WHERE THE SITE CONDITIONS DEVIATE FROM THE P_E-0E AND INSTALLATION LIFE SAFETY OF (e)THIS PRODUCT BASED ON THIS P.E.O PROVIDED HE/SHE DOES "Or W-VITE FROM THE DICLUNNG CONDITIONS ON THIS DOCUMENT CONSTRUCTION SAFETY AT SM IS THE COMtttACTOR'S RESPONSIBILITY. (c) THUS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (d) SITE SPECIFIC PROJECTS SHALL E PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.0 R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE RE D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E-D. ENGINEER, SHALL SUBMT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (e) THIS PE.D. SMALL EAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGPEEA OF RECORD THAT PREPARED IT 16. STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL A ACCORDANCE WITH SECTION 17DB.9.3 OF FLORIDA DWLDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPEMNC, LABELING TO COMPLY WITH SECTION 17094.2 OF THE FLORIDA BUILDING CODE. _ WO.00 INSTALLATION R TAILS FOR SERIES PANEL t INTO POURED 2000 AND 1000 E-Z CONCRETE OR CONCRETE E3Q®IAN HANG STORM BLOCK � Ow ®(Q PN d oeL BWtT IW)�,:w Meol�`` 4 i� �Ra \. 'w°NP6 w,(_, ioTT.',rJRu N Ip�RtE I f •\ T vO Will C �-�•'�[L-^- .. PbI1lR� 1 gb6W, d BX J 7 WTsX I .`PnW I aMAW 1 I I j I C , 3/14• nwx a I IIWR • I�1 EF 1 I 1 1 R i VIIRH 7 H s i si0"� i i A t 1 IRIS HT W I Rc 1 5 I 1 1 I p iTVR ' g S ; V41R-21kN/4- �- MR NO, TIONIL-'.'s•lOriJSO'NAVION b 4AM A� / 3Y .• W Cum �I/.• �SIM'9E.7 7S SEE soca" 1 !1{��N.OM W[xT 26 li r>(INN tu4N' , ro 1> 1 K. AO[w y W I H ; W + M M838' i i 1 O,tAN MR 1 m 01J65. 1 � rMn .Mn �� 1 R I E1 e G i N �YT4 6 Yi a'rc'A0 -1 _ { it/ Y w3%u'LLm 1�1s�AA- l i 1 9--A,.-.--xo- /' '• .w° �W : ,t RYMRrA�aw-aaY.• .�Ulrm x- ,' Ia.- ww 1An rNom " �p� Wio®LAE H/•••-LUu/r ro EG4CH pI C oe E '-RED / NPR , InARv`� J- lN[ W SbRD1A WRir I A•. -Roy /•-•.2a37r Ms. VX/rd/33' MAW :i �_ WALL MO DIRECT_TNOUNTtNG INST• roNDA'WiaIN�--TD. ■ Mc, rR W aMINRHntwRlp IN W6O RII 5 wr.t )BALL IItOUNT1N � INST. SECTION T Q C�ctF��T�FNnE3BAI1 �� - ,�- 1'LOOR TO CEWNQ MYNTiNQ INST, 1NIRD-OUT MOUNTING INST. SCAR 3/e-r f2XFRa]/� SINS. m q 8 � ME aPQNIGnnM �D R no AS RS Fdt vM W�P W (87 4T EDP a M(Q�l 1.- SECTION SCAE 3/e-R- q AAH1a111♦1nNIR .AIM 3�- SECTION 4' SCWE 3A.1• 4 EWRAa.E Am {j�jMx'+wMM'm mDD4 E'n!!�•t1/•� tIIAES N6TA,ANIR THE oN WQt 23 ?��1r,\•�•'1'. \CENS'•C- j✓ •;P 8 1---,•- 0 AWE'°' mis,.,xt W sTO,a to a BOTTOM MOU TNm CAN a NO. 44167 - FLORIDA BUILDING CODE h Votocity Hu "no Zone) © i tlItMBNEO W AT Wa ro. 3LW N,w STATE OF :'� • INC20 GAGE GALVANREO STEEL STORM PANELON" AV �1 $CALF:1/2' . ,• , VIEE11LX ED . RIGN 3 PA tt ° x` " < �w GLOBAL`4r PROtECT10N PRODUCTS. U C. 1 L E C O E 1E B 4600 eC Sf SALT _ o, r .>A ..r 4KR4 A NHONC (9x)MN-TSy FAX ua)ro•NTx7 20- T 76 PE. SnA.RIWIAURL/OATE "LTDD4'lul .. PE m1T.fY N 7 - RAWM a30 N U W U c Cun- O O = L_ a_O 0 CIO U- .O Cn E W O L CU !V N= U OALLY O �AR�A W U N LIJ o m x L L C LL �- NII O >_ N Y 3 C a3 '�• a+ � c E � 3 ca A_ ti d a3 U d d C O C •T T N Q..aa C E TO � C_ R O w W L CL U _0 Cu W W a Z Z Q ^J I..L SHEET NO. SH 1.2. p Y1N1WfM1Al AS.D. 11eI. P Man" �1 T" ECYION6- Iw 61aT v+FJ C]EE� 0 CW-pFON $ .66.0. -7" 70' OR LEA 2 gills' O OED • 1% 2'. Y. 19F. 1'W A 3•w .66A. -75.3 70" OR LESS 2 7/a• OXTED • A' 6 4YI • BOITm W/ t 1••-2a13 4- S.S. MS. A ill~ AT OVERLAP • 4011 OF PANEL LENGTH I,CASGIIED OF PAWL I Tr •. ,N +1 •;; ..1 _ /.1),H I,I • A:+ . .:,71 • 11[-iii• 0 'T 1.. :4 IIJ .I -I' MAXIMUM A.S.O. DESIGN WXMM ANCHORS SPMJIC FDA E. 0. - 1 1/2' - APPLXk%X TO mrnm , ONJOWIM / GI 1NON AARMNM PANEL LDg1H -L- tM) PRESSURE A47 TAPCONS CALK- PWOAMAa FEMALE ToPMi1AIATE TINS ro C0H1OEa TO ccwcRm BLOCK To IXXPCEtE TO CONCRETE CONCRETE KM TOTO ,brMp['1[ 12' N/A 12" N/A 12• N/A 12• N/A V ! 2' (TOP) 11' 3'4 to' 3• 5' 4• 5' 4- 1 BOTTOM) 12' 3' 12' S' B- 6' 8• S• E (BOTTOM) SERIES 1 ++ se.o. N/A N/A N/A N/A N/A N/A 12 1/2' 1T• 2• (Barrow) -7s3 7' N/A 6 1/2- N/A 4 1/2' N/A 4 1/2' N/A 3' (TOP) 70' oR LESS 12• N/A 12' N/A 9 1/2- N/A 9 1/2- N/A 3' (BOTTOM) 1Y NJA 1 12' N/A 12' N/A 12' N/A 4' (TOP) 12' 6- 12" 9 t/2• 12' tl' 1 12' 11' a' (BOTTOM) P UNTIED 70 INTO P.4.1. AS.O. DESIGN PRESSURE RATING. e SEE 04UT 26 FOR ANCHORS ITPE Y SPACING FOR *WALLOO S INTO ill= FRAME BUILDING. MWr11M MOM SPACINGS AND Mr W EDGE DISTANCE ARE INDICATED ON TWO SCHEDULE. FOR EO LESS TWA INDICATED ON WEDLAE REDUCE AND" WPACNG BY W LT tYN0 SPACING SHOWN ON SCHEDULE IN M FOLLOWING FACTORS. FOR THIS OPwOCN TO E POBSKL MMM VACINIS OVARM USING FACTOR MDT E LESS THAN WHAM SPACING OWATIM FOR EACH ANCHOR TYPE AT NNOIDAS umm AOn10R n1E _ 1/4'. 1/4. PHI - _ 1/4'. 1/410 TAIC6M IMULAIII GIX7N IM. mmisom OVO4W O•) 2 1 3 2 Sip MOnsM1Iu OreM. OW) 3 3 3 3 W.� 3 3 1. 3 to 4 A{NE tAt t Rww I tilt -! _ 2,T - - I se t I Isc - I Ile 1 43 TAP IE 1 V •} REOlIRES MaII. DISTANCE BLTIKFN OORTIDM OF PAR AND CD TO TO BE 1/2' MY FtFO ++ RWLM Mac DISTANCE BETWEEN BOTTOM OF PArEt AND ® TO BE` 3/ir S/76' 110, COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-17 _-15.125' (TOTAL WIDTH) - - -- _.. - --__ ' -- - 2 16r-- - -lor 1 1/4•F20,3/1• 7---- -- .._ ----12.30D• (EFFECTIVE WHOM).- ---- - - - - -----' (---T ,0 7W_ - _ SS Sm mw m C'' 6 1/4' (7YP.)-- - -- . (- ., .374'--. 125C ANOE a 6 1/4• - • 12 1/2' O.C. (1.soo' 1 230' OBB•..0, �.,.350• .- - 1.SS0'J. .- 1.350 - TOO• .186=.. iI � (WY E A== I •� l F._-_.-- __ e4o• NISe- ✓ - '^h F DOB•. A I�9'�? .2l0 h?A].375• I.671- �41. -!R �' 1 9ALVAMim 57ER V �, ASM AM TYP. I - . : 4S• 101Y �---�y�S I 2�� _� L 1 CRAM 8D M9w{M _ S. t 25' C-50 GLLV. - EDGE / I 1- .. , �. (`1.5w• j .125' 1 "-' OCTAL A © STORY PANEL I- - - - - - - - - - -- - Sis• _ L-?rm.) (TYP.) _ L-_._l -- - i I.)5p---1.350- - DRAHL A� - 2.000--.-- PANELS SITYLL E 06TALE0 ALUM - 2.38r - - FROM WOFAT e wn 2O AIN. HEADER (�) "I TRACK () ANGLE MR STUD ENDAT / OF PANE E 0.024• (Mtn.) SWL/S CND LIP m,-T GALVANIZED STEEL ►/ PElINEt) EDDe � 1 • i �- ID.os " g-PANE 133-jU --- a 0- -2-=7-0T- I 0• 1 `- ` '•.e2s , o.3n, . , ,.... 0.250Y :- _- l �D130• �� -, I .07• 0.625. -- -- -- --r ME700• ( - .i I .- - 22w - 1 ISOMETRIC VIEW DETAIL A 13.4 t "i_ / - E ( _.1'�'! RWNOED 9 EN- DS OFI PAMEX'S 1 . Yw .OIm' `..-�:- UC PPiill/ HEMMED DGE. 1 .12S' 1--2.376' - --^ (N.T.S) .375' .-- 1YP. sormm �• 1 7 x 5oD' (- _ EDGE or PANEL 3.750• .wt• 067• -m5) KEY HOLE WASHER (�) M HOLE AT PANEL 072, (-.) ' L 3105-NI54 ALUM. ALLOY L174- B R1 _ _ _ ' •SEE SHEET a FDA ADDITIONAL- - .750- - .613• UWTAWOM E SLEEVE LENGTH S I )'. _1 11 .091' �L/S• 125' t- ONLY VA1D FOR WTAIUTOG M0 WODD STRUCTURES 1.250' L .375• O SLEEVE v 2 1 A I N -- A. ,2e•- 1- I M". LENM.J - - -.193 125• 2.000---2.5411 ---- ,.Ile' _ (Tm.)11 /''�)• oso •(1 L iU CHI.) L REV. "HMI H ADER O 'U" HEADER t_I" } -_WIN to - 2AK0 w MA I ® SUIEVE LENGTH AWLE'_p_�-�y pAAEE� LL�S2/. © YnINFFW.. 11 Y2L�LJ=K F�L7iIi J]YEi72- .J74• - .....3.000' -_�.- NMI -TO ALLOY � ,,zop• ,R ,, A. Tf(l/.p (1 1/4' WIDE) I' _T' "i L----'--_. J .OBEY .'iN P. '' ••• ✓ (USE ONLY FOR E-Z FANG STORM PANEL 955• w7o• s7s 08vevv2" : I Ji �CENS�. ..•. L SYSTEM) 6053-75 ALUM. ALLOY 1.671' - 1 2ono' 1- T s ? ) 1.i25' - .eao 2 �{/{J i No. 44167 FLORIDA BUILDING CODE Non High Wloe( Nurrkom Zorn t• I� 123' !4, 3. , -ABM • ®MN. L- -{j � . a694 tt,ma Pc. CAGE GALVANIZED STEEL STORM PANEL v. ON, - 24 2or 1750'-m. STATE OF ;' aWN n. I'__ 1. RYP-) - 2.DD0---- L_S _, t BEE - - - wN �'g � o o�:G�a IL ECO INr. GLOBAL PROTECTION PRODUCTS. U.C. ""M"'° AL� N00 S.W. N SIFT • d'/� h "'T it - R - YO WNr - A sn. MAL FL avM 20-175 INN` 1© BUILD -OUR 'F'' ©4 �LD-OUT 'FIN TRACK 15 Lt S�i WASHERED WINGNUT / LLYA F = . a•Qo�;Y,w m-,WI nOc DR1)4.9�,tM4 MR C04)OM7p r 'It n.1 �.,WI, OIIPwNr TIP TRACK ANGLE (ZAMAC 3 ALLOY) RE WRITER A r- Pt Mis 4MET 2 - N, INSTALLATION INTO POURED DETAILS CONCRETE FOR REGULAR PANEL QR CONCRETE BLACK STRUCTURES ALTERNATE CONCRETE (I-) ANCHORS LOCATION CONCRETE ANCHORS (SEE SCHEDULE ON .. EXISTING POURED CONCRE�_, -eAE $Dmx E ON SHEETS 9 THROUGH 10) EXISTING. RNNJRED CONCRETE 0R CONCRETE BLOCK SHEETS 9 THROUGH 10) OR CONCRETE BLOCK REOUHRED. � EXISTING POURED REOUREO. -0 IT"LOCATION TENYTE LEG ;1 � CONCRETE AHCFI0A5 /.. CONLREa REOU6EY (3CC SCHEDULE i�71 SHEETS 9 THROUGH 1 3/1 L/ )2• /.%/. �f li 1r • �� I1/4' `l9 ' lftl WHIOR 78t xwo a ( t / - WX. CONCRETE ANCHORS Al -- _ - ---) ----- �- 1 I T- (SEE SCHEDULE ON _ , ,/r ----- -_ J - /� 1 t I SHEETS B THROUGH 10) I // I t 41-]OIfM ett1W ! EU ,I I t• ED i� i 'I.,;1 1w • 4 t.. o.c LENGTH j�;„, - f r Y �•, I PARR LEHCM ��LJ I EG5TNID�� lA4b"bl 1 �r��7 //7 E, I f l/- (SEE SCHEDULE S ON SWET 3 E I `:/ 'lv: j / r / � I i 1 1 MM 1 yPWTWN I Q R'OR (� llI, _ _ gLO'Lga1A/� /.. /'�' ii 1 TO OIASs. I ON SHEETS A �1� . ( y ' I 1 OIE Felt Rea 1 t60N RA7l r-+•) •L' Mu. n. TO GLASS. 1 ,/••4-Halt• --{ (ME SCHEDULE ON 1 g W,® (X j }TILL � r 9 IS 'air 1 ON 9EET 3) 1 :' -o w oAa� SPACER 1 1 1 3 N PM1EL IEAOM � (E SCHEDULE I A,ss I - SHEET 3) _.IV __ , 8E Fa '._ - I IHlw, M1W1� __.% _f l' MaI,. ( tO�eM�aLe'iWr•PI LENGTHDULE I __�_, I.-___._ (PANELSEE I 1.' EMS I1 I 'w SEPMAl10N I 1 O �1 EXQA�SSA-'1 L {)- %- -- -1 ►L\\= ON SHEET 3) I _ -. 9(sEE st E I ON SHEE'1 ]) sOR - -:.-,�AV,-_ r.. _ 1 -may:,.- I • , I 1 OF 'L MAX /o i'` i I l'./ of Y. MAX. / 0 - r rr. O , ) sox iOF I _� - - __ EO / i; I U - .L, ) ED/�/J SPACER 1 4 O i 1/2- DC /; - _ IAL. - LENOTM /f -MA,f i�l I i L I �' KA I E; ---- 1 1 - - -_ - / " CONCRETE ANCHORS / EXISTING PWFEQ .N \ (SEE SCHEDULE ON �, cow�, " �X� ': EDGE OF WALL OR BLAB SHEETS B THROUGH 10) � cow- - �. ealD w 4 tilt oA --® __-_ 1 CONCRETE ANCHORS (SEE SCHEDULE ON - - - J 1 SHEETS 9 i7•NXUGH /0) - !•- .-O2 1/8- LONG MAX. MAM UM SPACERS • 6 t/4' D.C. VALID FOR REQUIRED _-E, S/a .. (MITT maul N) / i ;_ y �'! EX6TNG POURED CONCRETE ALL DOWN LPAtIS AND PANEL EXaTra PO XIn CONCRETE PER CONCRETE ANCHORS - SMIEVULE ON . f �L coHCRETE BLOCK REQUWED. LD,cTns sFErr ]. OR CONCIIIETE 1' MAX, LINO ALl1MINLM SPACERS • BLOCKCM SHEETS 9 THROUGH 10) -. _" LO - - t2 t/Y OC. (SEE TABLE /1 ON SNEER 9 N M) SCALE 3/8-1• NG SCALE 3/8-1' WALL MOUNTING f 01RECT MOUNT W/SPACERS (9) OR6 SCALE 3/8-1- 00Y41111HIlA"h ��R A: T!(l/lr a4:'•VCENSF'-e, / FLORIDA BALDING CODE Non High Velocity HMrrkom Zone 44167 g Mc 'A. am 7L-0° 24 GAGE GALVANIZED STEEL STORM PANEL e _ NOTE FOR (:06ABB6A TION OF _E_�1L�: E.D. EDGE DISTANCE (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE = - V. •. STATE Ot; - . ----� .�oF F4[ D►' ••'SG /isl7 cum SM, r -M /2E4 108A1 PROTECTION PRODUCTS LLC. NIL. E C O INC. Wm e... 61 S1wa, N G.I2: VING is - i_tWYIM ..MOW N MI. oW1G tt14 SHEETS 9 & 1D} COMBINED N ANY WAY TO SUIT ANY INSTALLATION. LC• IO '...... �1 20-175 uI: alq m ,w N.: RWI V,-HF, RCNC (IY•)/6F76ai M 1964)61•-4m dMKP16 Ib: IW1...4.IIr N7ttotmo a am"w .N ti. AA - • 1MLtp P.E. iK6T 4 or to INSTALLATION DETAILS FOR SERIES 2000 do 1000 E-Z HANG STORM PANEL n INTO EXISTING WOOD STRUCTURES /4'0LAG SCREWS a •' O.C. W/ '/2' NH TINFADm FDCMMaI - 3 WIT. x'..' VI)00 -• - I I/4•9 LAID SCAM r O.T NI i TO EVSNMG WOOD HEADER CURRED SCREWS 0 BPE101FGwim � I/a/;- W, THWAoca TMRE E I! - �� ONE Em '�- *o [x15*w I' wo001147fA0 RPtNtTaT,OM . ' 1 Crn1- FtAI" S.Y.S. TO EVISINIG WOW HEADER I'4W6.- - 4 EOM. �• 6 Ca,t W/TT/6•s�r NWG : M a tz O.C. O EA, COAL - 5 a E,' ND O 4 pQ I y 6 -'1 14.1- SAL S 1 4'1 LAG S17EW1 0 5• D. w . c. X / X t .'._ 1' T , • EA END a - NNJ/ RVSS YWIT. TIN(ADm3 '' SEE VITAA 1 2A A L - ) - - Hf ➢ M.6. FIJ T/B'wJ/)1' TO E15TNG wO0f1 NEAOEF. OWOMnN` 'i! fM7E to &Ll�1r� RIP) __ F •I (SEE otTAt 1/2• . 6�L0A'1' 4 Ca•n (!L! 3/T6- AWm POP AAtT P,MI' SAIs.3-IIDT�-tA 5 NO+N of E\ERR ® •lpRwWI' • u tND a ® ..s( 7 co . t p,DER I X1 1 Am OA TIE CW) 6 I 1 Ai `l«, 1 I WOOD KAOE7! EOLNIFD 2 61�JNY III 1 I/a'P-10.]/1' U. SCREW w�A, i W. 1•/1e' A6,_ I // r I M.S.. / 7 B'PS >Z 10 GATIO 1 M.S•N/7 OJM3/37' i 10 4A54 I 7WroMG•�lAJ 3Y �V = F • - N ,y MAN aA,AAP r- 1]" OC 1 ] T/e• 1st i CYLRY OVERLAP A ' SERAMTGN I : I Al �501FW/' W A in Y 45CRCw V 1' - 10 CLASS I t/4'4-20.3/i 5 I _ _ 7 I •y aSFJ°ARA1tOM-NNU7i, � I e1Fr0�7ML Y/ pyg__ '#' TO CLASS I EVERY DYQ4AP ty ' �qT OVERLAP ! D -.---- R A O- A. i -. 1'. r I P q4 'r « d 5 3 pp « p 3 , gy s - i if F d 1 615 r - 1 3 r _ l X e 8r/e'•.t/s2' _ a M i _l �E '�I ..-I- 1 �I .-; I I C I_..1 ll-- ry' Q 6 ' \ 1/a• . s. M/ t/4•RANETE ( 2 0.FIEuSN/ -1' 1/.�-x0.]/•' M.S �'. �1 1R 1 I 7/9' Wn '4RE.= Can. - _.. L. LjI _1 W E NOTE to TWUM) POIEfwAtoo ,x 1/Y O.0 { - /B '"'.I I/4 7 Y TAtADekD BRrNEiM / • _SH^ (1)} r.4' -FIAT NOTE IA Ia••-mo/A' OR 17) t1-IO PAIE1LAa PHIS W/ II T1AWi 14- ( 1-NOTE ".Q . it 6 MS W/ 7/e•I.3/32" PEAETRA110M 1 ,7 • '. .. :' C«I, NUT • ,Y Ot iiSEw�• IWO - . INSTALLATION t ,/4•. LAG SCIONS • 6' O.0 r/ ,/r. VG SCREWS • 6' OC N/ Wn (1) ]'N �• 1st. , 1/2' Mn THNTAM PDeTR11TION WIT. (2 2 I 1/Y MIT THREMD[p PENETRATION ro`T Rua wm'""o (LAa rt[aroWO • Ma•I TH OF MAW ALTERNATIVE 2"W woad MT OR ON COTE Ya 1'.r IR000 MT OR ON EDGE SCALE 1/4•.1' PLATE REQUIRED FIAT "wNG ALTERNATIVE i SCALE l/.-.I' _ FLOOR TO CEILING 11OLINTLNG emu 11 I INSTAUATOOS AE ONLY VIVID FOR BUILDINGS WITH AS D DmGM LOINS INSTALLATION ALTERNATIVE 4"W 1! TO 3"W SCALE t/r.1• UP +66.0, -75A Nt AMC PANEL'S LEMON UP TO 3"-t0' U,pMpMFNN....TERNIATIVE IN[ - �`•'Iz A: Ti("(n/F% SCALE 1/4 -1 2 fTM NEw WOOD FRAME CONSTRUCTION MOOD MEMBERS ro E SOUTHERN PRE NP, 2. W/ SPECIFIC DEIST' OF 0.55 OFT EQUAL .• , - �' VO Sec ,9III • FLORIDA BUILDING CODE (High VelocityHu rr "no Zone) No. 4 _ mo2w TARW..c. 71 SEE sPEtnu Am REauw,DF:s FOR L Or sroP 6w CRl Al TOP A9 = * j * = sD DARE GALVANIZED BETEL $TGRM PANEL DWaeI F Wall AS PNEL EtJ COHw(CipN ro T11,GK5 ® DR (SI I,T BOTTOM. el%M ON AMC - - �_ SER,LS SETTEE ] - OF ,000 a moo .arAUAT W T; oM a AEOtAPm i 9: STA OF (, .i _ - �` GLOBAL PROTECTION PR�UCTS. U.C. x MNTF r,s rvW._N._Y].w GI A__. ALTFIWATWE TOP N[ADER WOOD FRUL� ".... , T, . Fto D► T - IL E C O END .ND S.w. B, S"W '(T\ % •• •- . ^;7-- nwr a 1w AMA oAVA, ti 3711• 20-176 9 10P A BOTTOM GNN R ANY S/cry E��V / • - R. r W aAol n t41r POE_ (,AWXm A-Tsr. FA2: (n.)eN-aM7 cDA•1NEa N hp ! P.e.. W nI.,Y. A. OWt m-,at, M M.. SUIT A Y HMS LUA IIAT TO 9UIT ANY HRSTALLATGN. SIGNAL"A.. 1' MA 2., M,AAI fA-4OO•TIR «« NO,E S M IRK TRACKS MDT SHOWN FOP YARRr PE 9EAL/SO„•I.W/IM1E AYI,Ew A ILL, Nt Pl _ _ _ •1•if Y - w 41 >' 1 MAXIMUM PANEL LENGTH "L+' OR 'L-" (It.) 0 MAX*" AS.D. PIES DE TIMING (P.•.T.) (4 a -) CORD" k WOOD INSTALLATIONS I L+ , 200 12'-0• 121-01 zs o W-0• I r'-S z110 E•-S' W-S• AO 10•-10' ro'-W 400 r0'-I• 9=61 410 9•-6• 1-1. _ Sao 9•-r- e'-4- _ ss.o e r e1-0* ORO _ _ Sao - _ I 3 6 o' - 7'-s- Y-7- 7-_4' _ 70o r-o' )s.o r-s' I It TO' _ 80a 71-21 61-71 65.0 r-0• 61-31 90.0 6'-91 W-z• 05.0 6'-9- 6'-01 IMAV 6•-3• 5'-rl• FOS.O 6'-31 3•-9• 110.0 - 3•-7' I130 - S'-6' 119s s'-5 T•T1 .LPL• PANEL LENGTH jM�XIMUM AS.D. N ,x -) CONCRETE ! WOOO {RATING NSTALATXMS I Ls 4 Eno Tr-. I]'-o- 210 W-I0• W-r ADO II' -a' to.-7. .A.O Io•-TO' 6'-e 49.0 9'-61 91-2' o "-I- 8'-71 --Ma 50.0 - - a'-r a_-7-z• SSO a'-J• r-r boo 6'-a' 7'-5• bs.o 7'-6- r-z• 1D.0 r-S' fill, 750 7•-2• V-so Sao r-o V-5" 0.0 ,-a- 6'-J' Sao 6'-6• 6'-I• 93.0 6'-r 5'-10- 100.0 6'-J' S'-r Ioso 6'-3. S'-4' 110.0 - 1 s'-I- 113.0 -4 •'-10• r19.s 4'-s- MWRWA1 SEPARATION TO CLASS SCHEDULE MAXMIMM PANEL LENGTH WIND SPEED 4 170 m.p.N VOW SPEED > 170 m.p.n (HOAR UIIREmwmm I RESTRAIA:2 19nE37RAINED RESIRNNED 30 OR LESS I . 1' 6' 6 1/4- >33 TO 90 1• 1' 7 t/I' 7 1/2' 100 to 145 I. 1- 7 1/2- 7 I/Y MINIMUM PANEL LENGTH fin) FOR A GIVEN MOUNTING CONDITION - t.ss rka=A o TOP IWELi I. U. F Mor1DT MOUNTWADER HEADER AIDLE TRACK = amm _VAC_ - DIRER woUV1 46' ]2• 32- 35- W SO- 50' 4 I.S'Xt.5' STUD ANGLE ]e• SY 32' 3Y 42• 36' ]6• B T' TRACK 55' ]2' 32• 4Y 67• 60' So. t kiou W MOE 50' Si' 32" 38• 6O- 56' S6' i SO' 32' 32" m- 1 so, I S6• 1 S6'Jij 2/4 ]- WAX ANCHORS (SEE SCHEDULE ON 1' MIN. j .- _ _._- 91BEf5 a, 10 &I t) ND o I T-I-- I- I'rn--T-r-r'T--T-,_-rT *1/4, 3/4. 4/5, 5/5 & 5/5 TWIG. 211111/6, 3w k 4W/7 3 MAX T--)r-T-T-r-I-T-T-F--I-T (- H or 1 4 t I ii-11-j"'LL_1 I, I I _ ,-- - i ._ � � I -,--- - - 1- (_� _ _j T � __i- - - - i I A e �I Tr I I I UNBOLTED PANELS I BOLTED pANELS w/ 1 '"i 1' (SEE SECDCABLE) AF I I j 5 L MS. BOLT W/ dIS EA OVERLAP I.(E 11I 1ICd l1 Ii IW i1I 1 IIIlI � I, 11 1 I i D. M.. 3Q.®, Li - I. -• - --- ct - - o o - 211 - - --+ _1 _.J Y WAX 1 L .1, MINT 2/4 1 /4, 3/4. 4/5, 5/5 & B/S I. M' iW/O. 2W/B. 3W/7 R 4W/7 ._ ... _-__-AWICH10R5 (SEE SCHEDULE ON SHEETS 9. 10 611}. - - - REGULAR STORM PANEL 1 ELEVATION I/4 M4, GAP 2.wr N.T.S. (LINT CNGLAP_=1 Vi*.E WLLEY) ^�- G"° rO SECTION A -A �� N.T.S. all) NOTM L+; MAXIMUM ALWWAAC MNR LEMON FOR A GNEN POSITIVE A5.D, DES" LOW. L-: A" AWLONOW PANEL LEMM FOR A GIVEN NECATAE AS.D. DESIGN LOAD. (2) PROCEDURE 70 DETERMINE wmm PING Loa" GIVEN A POOTIVE ASD. OEM U AD. OCTDrAM WRRAM PANEL LENIM'L+' FROM SCHEDULE. GIVEN A NEGATIVE ALSO. DESIGN LOAD. DEMUOR MAXIMUM PANEL LD08H 'L-' FROM SCHEDULE. FINAL. WOLAM ALOWABLE PAM LENGTH IS LDUAL 70 M MEOW DE VWM PANEL LDI m E1wEEN 'L-* AND *L-'.(3) SEE SCHEDULE BELOW FOR MIN. PANEL LENGTH FOR POROSITY QUALIF1CADON. i' OWAL T10M5 KM WOW ARE UWM TO t 95 Pot MAIL A.S.D. DEMO PREE91PE RATING 4, 1S k 1T ft MAX. ASV. DESGN LOADS R MAX. PANEL LENGTHS FOR 1 ,�A` EN 9MCER IS USED. l`"�`;1 `4 - ,S` -.F FLORIDA BUILDING COS Non h VelocityHu cons Zone .4416E eMOO?%MD.wc. 24 GAGE GALVANIZED STEEL STORM PANEL F.P. * �'.. TATTEE OF y ` - -:MML PROTECTION PRODUCTS, I.L.C. "JDOE ':,�1Ac• ssj ORIDa .• / ''u M«INm. 01MALm'�I3�T 20-175 i yh.1 , • , • G\l` / 12pas w,Mp - GIA N•-Isr�-oWe m PNaW (4N)w-ADM, rA: (Wea)No-eTn I' OR MAG A , p 1LN[JTMW CA g0=7711 PE ill yr•W« letT 9 OI M INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD STRUCTURES __ - - - _. - - -.T _._Yin._. - O -._-_ ) ': - I 1 SFPNM7OM 1 - I I To GLASS. 1 ANCHORS - I,II 'I .: (SEE SCHEDULE ON 1' O 1/.-R-eon• 1 (SFF SCHEDULE 1 (SEE ' SHEET 11) 3 SJA•(IP IRA) •4A 1 ON SHEET 3) 1 BLgn1r b1 ,. A I -- -- - t1AF FOR Fw6. . -'. -. _._ ..-- - _ 1' W2. ' -) -� - ___ _ _. ( PANEL LENGTH EXCSTIIIII1 WOOD HEADER_ , - 2 ' O MOOD ANCHORS _ 1 REWIRED -- (SEE SCHEDULE I 1-- a (SEE SCHEDULE ON _ -_- _ _ _ __ ON SHEET Ile / 1 _ Imo. SWEET I1) I I, QI E 1 � SPACER T1/2" IT 0� I 1 1 OF t' •' q) _ _ F . - LENGTH MAX I 1- _ j I EQ I ' RREE UWM A'' I - ----- _ Y'm 1, IA, ) �T J I L _."1• MAX- UNO ALUMINUM SPACERS • 12 1/2' . I : ; LJ; LLLJJJ I 1�� I D.G. (SEE TABLE PI ON SHEET 11.) WIT. _ ; f BEE NOTE " BROw FOR UMRATONS FOR V T � i '✓ 'L' MAX. 1 I i- MAX lii I 1 1/2' LONG 3LEEVt3, 6._. PANEL LENGTH 1 PARR LENGTH p 1 . 1 (SEE SCHEDULE 1 (SEE SCHEDUAE 1 1 (E SCHEDULE _ PANEL : FEMALE O OR PANEL MATE i ON SHEET 3) ON SHEET 3) E L I (MATE I - I - ! PLUS (g2 SO4EDU E ON SHEET It) t/Mw2ot• 1 - -- --I a eAMLn N 1 WIT. i :; 1 .,I GLASS GLASS-STIW 1 ^ r- ulim am -n I EXHSTNG -' (yE yA pE._ 1 /� PLATE REOIARED U I i r ON SHEET 3) DIRECT MOUNT Wf SPACER 0 I * ALTERNATIVE 2Ml' �' f r- I �� i 14 ' scALE 3/B.r 6 I O C_,J ) -; SEE TABLE it ON SEISC 11 FOR MAX, PARR LENGTHS 6 I 1 SMI 1 1 • 12 I /z- O.c. MAX. A3.0 DESIGN LOADS FOR INS INSTALLATION. I 1 OF 1' e0 T ' I MAX. -_ L ( Tun 7 E16-I L 1 . 3 4' _ • 12 1/2- C.0 • . _ - - 1 - _ . WOW ANCH ORS * *MOB: Q _ I. -- _-_.. _ _..L_-_ 1 '; STAGGERED W/ STUD 1 - - (SEE SCHEDULE ON sAOD1 Y IIAY E t ,/Y lDlo n -�/�� -7 SHEET 11) (1)Noun= B LUM W A ONE HORF mum NM W-9, 2•.4' WOOD _ - 4 *am - MW UM PO- "DOM Rw O A A mumm N FROM NW PLATE REQUIRES - _ k WWD ANCHORS MULE= 49" C9•Dd.T INDICATED ON SKEET it). _ »I ..- - STAGGERED w/ STUD 1• IOU sawaram To win NOCA1m _ 2 X4• W000 ON smw s I/W E -DtN7m TO 1/4' AS PLATE REQUIRED (2) ANOMM cow "ft OpgENf Y �IAEL IWE FE1WE o OR (SEf SCHEDULE ON IOo M M i0t1067G C6NOnI0ta AIE _. __. - _.. _ IWM6 Ya RuIE) 91YLL E lWCm MMKYN A 6 1/4' O.C. SHEET COIWLBD WAR RMa a A IOIIIOtWA FILM ,121/2- a.C. IRAOMG ..m ON t 1) wm EL (I) � 5A9�D � p-1. (3) WA 24 NE MMQ LooM S LANrm m W A ARM OPOM - : .. �- _ (2) MAXIMUM STOW PAM UDWH a (Iw 6 A RCFFWOM FROM HARM PHIn LOO OO AHD= ON n. b1ALL MOUNTDIG /DIRECT MOUNT I SCHEDULE. Pw 11) WALL MOUNTING m slar Pon NRAM/III01 S CAL, � i (411 I/r um wvm COraal em WIWL E AS 4oluTm ON SCALE 3/0-1- 61QT L sa must" or I i/r um SAMOA Y IR Day MO AN E ORMa ram vNo FOR Iwo - 1, 2 "AS 3 K 60ooE0 eY 45'K ALTERNATIVE 1 W FPME WALL SCALE 3/6-1' (4) 116TALATON WWo ONLY FOR WOAD WAO SiV1®Mw AND M 20E0 (7N mrlol0 Q M FLORIDA, IDM 1. 2 a 3 PER AM E LBIeLO•IG 000E 'Sell-`L I c� A. T!('ALl , ` �/ llQTFS al '�CEN •' ,7 FLORIDA BUILDING CODE Non High VelocityHurricans Zone MOTE FOR COMBINATION OF SECTIONS. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. •• NO, 4416E S 0=0 Tomm w- 24 DACE GALVANIZED STEEL STORY PANEL FA'. N PR RATING .1 P H awn . DESIGN PRESSURE RA NG (p.e) AND ANEL LENGTHS s * * * = sr PER SCHEDULES O SHEET (EXCEPT F - _ TOP & BOTTOM MOUNTIN('S CAN BE AS LES N 3 ( C OR s r " ANY WAY TO SUIT ANY ALTERNATE 2W') ? STATEO� -' GLOBAL PROTECTION PRODUCTS. LLC. Ma IL ECOINN. INSTALLATION. p I�s'�T 'i �ORIDI' -' 90-175 •X' • 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD G'LaD I- Yw a r NN 9 wlea n 2Hr � F. MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC ISj •.'••' iv - PAN„mr,-tAo ,� PumE. p6NpR-7NM, FAA: (9N1w-m7 2ftlem DENSITY OF 0.55 OR EQUAL. hhNM nN6/IYa AS1-004.71• '�"` ..R a 0111t1•r M• 1 nai A 1LLR Ar. PE ••A 4KIo • - to N 7 GENERAL NOTES faun w1e ■tl I4N• sYeTY ! t- I411110 4NP•AA IA444nBtr (C) i0 I. STORM PANEL SWTOwN ON THIS PAOpUCi EVN.UA710N DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - 1/4'• TAPCON ANCHORS, AS YANUFAC7URED 07 N. T.W BLIDEX, INC WTI THE 2020 (7th EDITION) Of TIE FLORIDA BURONG CODE THIS STORM PANEL SMALL NOT E INSTALLED AT NIGH - #14-10 PANCL3ATE FEMALE 10 AND PANELIATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES (MM-OADE / BROWARD COUNTIES). - 1/4'0 LAG SCREWS PER N.D.S. DESIGN WOW LOADS SHALL BE DETERMINED AS PER SECTION lace OF THE ABOVE MENTIONED CODE. FOR A BASIC WINO - 711VO . 5/5' WOOD BUSHING. AS DISTRIBUTED BY ALL POINT SCREW. SOLI AT SPECIALTY M SPEED AS REQUIRED BY THE ,IURISEMOKIN WHERE STORM PANEL WILL SE INSTAlLD, AND FOR A DIRECTIONALITY FACTOR KO- 7-1 AN NO THE MAXIMUM SD. DESIGN PRESSURE RATINGS INDICATED ON SHEETS 1 1 • F OES USING AS7. 6 D SMALL EXCEED DE9 ESSIAI C 1 MINIMUM THREADED PENETRATOR MITI W000 OF TAPCON ANCHORS SHALL C 2 AND 2 OR ELCO PANEUTATE %u5 B / � ) )AND ]. 9 T1•N 12 k 17. 18. PANFI.MALE FEMALE O IN ORDER TO VERINY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOWS DCrERWN£O PER ASCE 7-16 SMALL BE FIRST REDUCED TO ASV. DESIGN PRESSURE RATING BY MULTIPLYING THEM 8Y O6 INORDER TO COMPARE THESE W/ MAX (A,SD,) C2) MINIMUM THREADED PENETRATION OF LAC SCREW, INTO THE WOOD FRAME UNIT 9ALL BE 1 1/2' NO THREADED DESIGN PRESSURE RAT9ICS INDICATED ON SHEETS 3. 9 THRU 12 a 17, lei PCNETRAT1011 TIRO STUCCO SHN.L E CONSIDERED AS PART OF THE REQUIRED THREADED PENETRAION N ORDER TO VERIFY THAT ANCHORS ON THIS P.ED. AS TESTED WERE HOT OVER STRESSED, A 33X INCREASE IN - AOWABLL LYSIS ALYSIS. FASTENERS SPACING. TO WOOD HAS BEEN OETIERMWCD IN C.3) 14NWM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SMALL E AS INDICATED N THIS DRAWING STRESS FOR WIND LOADS WAS E10S USED IN TANA ACCORDANCE WOAD N.D.S. 2018 STORM PANEL'S ADEQUACY FOR IMPACT AND WM RESISTANCE HAS MIN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF CA) MINMUM PENETRATION OF ill= BUSHING SHALL E 5/s' t/4. 9-20 SCREWS USED SMALL E 1 1/2' LONC WMWU THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS PM1401-01 AND 00219.02-09, AS SHOULD STUCCO EXIST. NO 1' MMNAAM FOR WALLS ATIM NO STUCCO, PER SSTD 12-e9 A ASTM E 330-02 STANDARDS. AND AMERIGW TESTING LAB SOUTH FLORIDA REPORT 01123.01-10 AS PCR lAS-201 AND TAS-203 PROTOCOLS. AM AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 Of THE C.5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS E FOUND ON THE CKISTRO WALL, ANCHORS SHALL E LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. lLONDA BUAONG CODE ANCHORAGE SMALL E AS MENTIONED N C 1). C2) ! CA) 2 ALL ALUMINUM EXTRUSIONS 10 E 6063-75 ALLOY AND TEMPER (UNLESS OTHERWISE. NOTED) SEE SHEET 2 (D) ANCHORS SHALL E NSTAl-UM FOLLOAING ALL OF THE RECOMMEMMTIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 1. AL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-H11 ALLOY. 8 PANELS MAY ALSO E INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUG. 5 (SHEETS 4 4 AL STEEL SHEET MEIN. PANELS SMAki WAVE STRIK'TURA DUALITY STEEL. ASTIR A-653 GRADE 80 MINIMUM, G-80 GALVANIZED THROUGH 5) EXCEPT, THAT HEADERS® 6® 11W1 NOT BE USED. STEEL DESIGNATION W/FY- 22.2 Mr (AFTER ROLLED). 9. 1T SMALL BEM RESPONSS%M OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCFUE. 'WHERE SHUTTER IS TO E ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY E ATTACHED TO CONCRETE BLOCK OR WOOD FRAME 5. ALL SCREWS TO BE sTAINlE55 S1EE1. 301 OR Jta NSI SERIES RESISTANT COATED GIBBON STEEL AS PER DIH BUILDINGS. TH N SHALL Boole w/ w wl t9ELL, sTRE7HcrN AND tm MM tEN9LE stRET4ctH ANO SHALL cOMwtr w/ FLORIDA IwwlNc CODE sEcrloN 2-11.33.4. 1O EACH REGULAR STORM PANEL WITH LENGTHS OVER 90'. AS PER SECTIONS I, 2, 4. 5, 6 AND ALTCV'ATtWn IOU. 3W OF 4W ON SHEETS 4, S. 6 A 7 RESPECTIVELY; SMALL HAVE A LEGIBLE AND READILY VISIBLE MARKING NSTRUCRNO OWNER OR TENANT TO 5 BOLTS TO E ASrM A-307 GALVANIZED STEEL OR A151 304 SERIES STAINLESS STEEL WITH 36 V« MINIMUM YIELD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS. II. THE INSTALLATION CONTRACTOR IS 10 SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN N CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION W 1DJ'XP:T1H0 POURED CONrWF+r. REGULATIS - 1/4.0 TAPCON ANCHORS AS MANWACTURED BY I,T.W. BUILDEX, INC lMin. I•c-3192 p.A.,.) T2 STORM PANEL INSTALLATION STALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND IONREG ULATIONS- - 1/4' • . 7/e• CALK-N NTHEANCHORS, AS MANUFACTURED BY DEVIALT C PROVIDED BY E JLWNON SOICTWHERE PERMIT IS APPLIED TO. (Wn.•F-3000BO S-SEI ANCHORS. AS DISTRIBUTED 8Y NA. POINT SCREW, BOLT A SPECIALTY CO 13 (a) THIS PAW)CT EVAWLIATTOM DOCUMENT (P_ED.) PREPARED SY THIS ENGINEER IS GENERIC AMC DOES NOT PROVIDE INFORMATION p - Pll-10 PANELIYTf FEMALE 10 8 PAI,ELMATF PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. 'OR A SITE SPECIFIC PROJECT. - WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E D - 1/4.0 ZAMAC NAXIN ANCHORS, AS MANUFACTURED BY DENALI. INC (b) CONTRACTOR TO E RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION NCLUOiNG LIFE SAM Of THIS PRODUCT A I) MW14UY EMBEDMENT OF tAPCON ANCHORS INTO POURED CONCRETE SHALL HE 1 3/1', 2' FOR ELCO PANELWIE AND BASED ON THIS P.E.D. PROVIDED ME/SHE DOES MDT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE 5 M CONTMCIDP'S RESPONSIBILITY , 3/4- FOR ZAMAC NNUN ANCHORS (c) THIS PRODUCT EVALUATION DOCUMENT WILL E CONSIDERED NVALTO IF MODIFIED A.2) CALK-N 6 SOLD -SET ANCHORS SHALL E EMBEDM 7/8- INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO 94ALL E PERMITTED. 1/4' •-20 SCREWS USED SHALL E 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (0) SITE SPECIFIC PROJECTS SMALL E PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME TIE AND 1' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY E HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E 0 RE)FORME PROJECT AND WHO WALL E RESPONSIBLE FOR THE UT BWITHWING NUTS THEAS A DELEGATED TO ESUBMT ENGINEER E P.EEO ENGiNEM E SITE CRAWNGS FOR REVIEWER SHALL TO THIS UTHE A.S) N CASE Wt PRECAST STONE. PRECAST CONCRETE PANELS, PAYERS. STUCCO OR WOOD Oowm E FOUND ON ME EXISTING WALL ON FLOOR. ANCHORS SN/Rl BE LONG ENIOWN TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. (e) THIS P.E.D. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SMALL E AS MENTIONED N A1) MO IN A2), ENGINEER OF RECORD THAT PREPARED IT (B) TO EXIST9d CtMICRETE BLDC( WKl ASTM C-N 14. SHUTTER M1M)FACT IRER'S LABEL SHALL E LOCATED ON A READILY VSIM LOCATION AT STORM - 1/4- • TAPCON ANCHORS AS MWUfAOTtAED BY I 1 W BINIDEX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709,9.2 OF FLORIDA BUILDING CODE- ONE LABEL PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 17099.3 OF THE - 1/4- • . 7/8' CAUL-N ANCHORS. AS MANUFACTURED BY DEVIALI. INC FLORIDAE RAFnBALDING CODE, - 1/4'0 X 3/4' SOLD -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. DOLT & SPECIALTY CC - P14-10 PAHELMAta FEMALE TO AND PANIC MATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P�R.•O.-A�ALNIIN - 1/4' • ZAEAC NNUN ANCHORS. AS MANUFACTURED BY DEWA.T. INC �£R A, T/N/r •S• B.1) MAN" EMBEDMENT Of TAPCON ANCHORS, FLCO PMWLMATES AND ZAMAC NALN ANCHOR. INTO ME CEN :�� FLORIDA BUILDING CODE Non High Veloc Hurricane Zom BLOCK UNIT 5a1ALL BE 1 1/4• �.I;Lii.'S 9.2) CAN-N 8 SOLD -SET ANCHORS SMALL BE EMBEDDED 7Je' INTO ,ME CONCRETE BLOCK UNrt. NO ►R,44 7 I A'SASa 41p`a. a 24 GAGE GALVANIZED STEEL STORM PANEL aYaw'O- STUCCO SMALL BE PERMITTED. 1/4- •-20 SCREWS USED 9ALL, BE I 1/2- LONG MNNBMM SHOULD rmto DOST. AND I• MNWIUM FOR WALLS WITH ND STUCCO. §.-O:, PROTECTION') PRODUCTS, �,,, _ LOBAL I.I.C. 9 6.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUR �ORI '�/�/s'�.y� .•Iu s.r 6, /,ALIT CASTNC WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH P \� / 1W >G J& AM WAY, 44w•E A NWA IIMA. P. 3A11 2O-17S ANCHORAGE STALL BE AS MENTIONED N 8.1) AND IN B2) SLS/O •NG' ON --� y,Pa m-wI F,ROK LM4)416-Isla. rAR f9N�� 7 Nlll Oww.r K. rA-Rp047,1 r hAYMN11"is wNTP Al T4Ln +. PE f110T , - 1e INSTALLATION DETAILS FOR REGULAR PANEL (t) Q�{T INTO POURED CONCRETE OR C�OuSNRGCRETE BLOCK STRUCTURES cw4eR � ED CONCRETE DIewM *.*Cw; EO8 .1-- REQUIRED CONCRETE ANCHORS CONCRETE ANCHORS , (SEE SCHEDULE ON .. 1.% (SEE SCHEDULE ON SHEETS 9 THROUGH tD) :'• _ O CONCRETE O RFD -O SHEETS S THROUGH TO) y. Y I / -. J CONCRETE BLOC�71 O - - ,4L10 Ile can ."Ar. a1' ( ,/2' aEaLAREo i�% `-_ __--_.. _ _. __.I I Jfl MAX.. ---.__..__ I CONCRETE ANCHORS j -- ._-- 1 > , I (SEE SCHEDULE DN , E1.__ C 1 LA 1 1 I SHEETS 9 /THOUGH TO) r-'• 1 /�r; i r 1 01 -01 I q 1 L. --. A-._. - ,y/y.,v-2To�IT•wAQ 0_ _-1... _,. yAy.,v-xa,- / -.,n. ' ... r-- C �NaR,IA� n -11�-- -Ti - b "LIS w EEt /! 1 f SEPARATION - 1 D6I�rm mrw A TO W�i{59 � I 6W�wI RMLL MMPnN OAR r-n 19RH1 oAW r4') COST" (SEE (SEE SCHEDULE I I l• Ma.. p (SEE SCSIEDL1lL I f� �r/ rJ %: 1 CLASS I ON SHEET J) , PANEL LEMON 6 ON SHEET 3) 1 1 ( 1 (SEE SCHEDULE p I •L• Mw._ then.SEPARATION I i' Ms.. 1 1 I ON SHEET 3) S I PANEL LEMON -4 TO CLASS. I PAWL LE�M (SEE SCMI ONCRETE ANCHORS i (SEE S SHEET 3)C (SEE SCHEDULE ON i__ _ VJ, I - {_- I 'V 1 (SEE SKEET i J. - ON SHEET 3) I SWIEflb 9 TW1ROIrCN 1 6a - �j I 1 \.JSOX pLSD(1.1 1 DDSTIN6 ' I , :::; 1 / T MAX 1 5DI1 GLALSS 1 ® i _ }z�ss,•�rA_21arw i 1 Dr 'L' 1 i� ED 1 wLts r i lY ';. -'I" •RY• 4 Lilt oc ,,, i �� i!. fi 1!2" - 1 I r " . ' EXISTING POURED - I .' -1 • I • 12 t/2' O.G L O I _ _ •. lIW4••nlm TG 'falW'�aA CONNCCRET ImUXU( 1 /.' CONCRETE ANCHORS �•' % J 1 1 �;i - REQUIRED. _. -_. I ss. /� 1 (SEE SCMEDUIE dN : �/•/• ® -ED-•--[0'--. "-a,• Ms. w/ r4n -- _ _ 1 j, 1 - • 12 I/r• u SHEETS 9 THIROUGH 70] `, - I. Min. - / W'J � ONLT RMEN SOUD �i I ,{ -AV.IERNA7E fl f BET • CAX-d LEG LOCATION EXISTING POURED CONCRETE ;.- ARE USED ! w/ WIIDi OR CONCRETE aACK ALTERNATE CONCRETE G POURED CONCRETE CONCRETE ANCHORS ARE USED REO RRED• ANCHORS bR CONCRETE BLOCK REQUIRED. STMI'7M W/ SR16 (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) guim;` /B--,'L w� �fALL�t I�HI SALE 3 SCALE 3/8-1- SCALE 3/6-1' AILMHftN11NNM A:.... 3 .f1 l +• ... CEN ••'✓ FLORIDA BUILDING CODE Non High Velocity HIM am Zone i : . 44167 ': i 1M4w ttWon INC 24 GAGE GALVANIZED STEEL STORM PANEL 7J'e E.D. EDGE DISTANCE ��CTIONSS. Is Iss *41. * 1 : * i (SEE SCHEDULE ONTOP &BOTTOM MOUNTINGS CAN BE y''. •ADO`` -'_-_- IL ECOIMCGLAIM TE F I.I.C. "�PK t3111m z O, f: F.tORIDP • // ,aLA4� w SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY :' sr. •. a rlrr 44••W n. 411r COAL IL INSTAILATON. �yF j ••'G\ 'An -td w.. olI mr,-Hr�, awF w,-,2n SHOW (2N)WM-76W. "A' M-)= Bm 2a0-1 5 NINIIHI I TUE/Y wivilm A TLLn A," PE -,T-,Y / •m4-16 INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD 4518' (INn.) E]U5TB1G W00pD _ - ___ _ -UXAMN `-0G - BEAM .IZ).. URAL- I OF EXISTING �D BEAM TO E CERTIFIED BYADEQUACY 4---E ' - 0 -' 111 REGISTERED ENGINEER OR I / - ARCHITECT PRIOR TO SHUTTER " INSTALLATION. _)I = ANCHORS ALTERNATE WOOD AWJ40 S 11 7 I• WT, - ,/411' I(AI WA•IP KA0 - - ...(SEE (SEE SCHEDULE ON SCHEDULE ON I.. SHEET 11) SHEET 11) M,,.A. (4 - --ED-I---.-.-twJW4.IMm' to soEW/ � 11. I • 1t I/Y O.G I r-ftr�! /4' - / MAX. WOOD WADER - 112' -_ - _- __ _ _. - _ I -i-- - - - - ) REQLARED ' -11k2M• II GtA55� ® i se --- IW,o•ttnill= W • 4 1/1I ANCHORS _ Y C 1 I (SEE SCHEDULE INN -1 IAn ; SHEET /1) EPAATON T (X . 1 1 -1 GLA55.(SEF 1 U I � I 1 SCHEWLE 1 L - SOL .1• 1 ON SWEET 3) , 1 p I. j12 1 ". SOWAT04 TO CLASS. 1. _ ._ I -_ i� r i1£E SC/EDIAE ON SHEET ]) 1 z aot' MAX ' •'" ' G PANEL IEMCiN IDa4, aP 7- 1' MA% 1 - -. w - - -_ 7 1 Sri sc#mx E 1 (ON ( __ _ ___-.. -PANEL _ SHEET 3) -_ l (SEE SCHEDULE IXISiI " I 1 m�aa �•t t 1-iA` .-----T--- ON 5>EF'r J) GLASS (-.._.. 1 1 -� I j SOM I i -O OF 1' OF MAXI• I MAC. ( - 1 `-�._ l O t2 tJ1. O.C. N _. -.- -._1 -1%Y - 1 1 EO_ -- 1 I/.*, xmI* NO FNISHI L. A - MEAD am" ALLOWED ; _ __ _ _ L-- _ 1 ED '_ _ . ,-- � ' w • 4 1/1• o.c 2"XB' W000 2•.4' WOOD PLATE_ •.. - - DECK REOIARED -' .-. - -. W000 -. REWIRED ANGIIORS F1000 ANCHORS __ _ - (SEE SCHEDULE ON ON _-_ ]/4 -- - :. '. ', SHEET 71) SHEET / 15CFIEWIE ___. CEILING AND FLOOR MOUNTING BUILD -OUT MOUNTING ALTERNATIVE 3W ALTERNATIVE 4W SCALE 3/5.1' A,ArWININN SCALE 3/8-1• A. Ti tER % 3L1. �}CEN�:' :.!A NIIIFS _ NOTE FOR COMBINATION OF SECTIONS: NO. 4416E FLORIDA BUILDING CODE Non h V•Ioel NuMeam Zon• 1. INSTA"TON ARE ONLY VALID FOR MAX. AS.D z * TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.af) AND PANEL LENGTHS Ti •q•. r •2•m IlumA INC. 24 GAGE GALVANIM STEEL STORM PANEL 7'R' COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 � T •• '�R OF aKARI ENT': INSTALLATION 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD '�0•<`' .'�10 - •� Jr i-_.. -/nlam MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC •- j - --- --- �IL E�GLOM � �V�. �• -2 Fn�I}�`a� DENSITY OF 0.35 OR EQUAL. ti /ONAI TI• �, a ANTI .m S.W. at snw , FF « r Ir -aJ DIA E. FL &W.0 M .4 r► w_ 4r s ter rya w mr I P I II L 1 uTl - 20 175 R•.w . m-Mw M1 i m-HIM HIPIC FAIL SOAR Oi hB.XEe-7G.6. hSa )•le-n•'1 PL $L%.I NAIME/Wt c.= AAA.AM•r .r ORI4APN Hs rW1EA A IXN Y„ PE Wm T - M -41iiiiiiiiW a) a) = � -0III- _ (u O N U -0 a) Q-CDL c O O = .� cu-0a- U N -0 V 2 CU = W a 2 u a) CQ Q m Ip > .� -0 � O �r /M -0 ._ ''4^^ VJ Q Q z 0 0 CVJ "I ECV Ch 'O C 1b Lai :5-. � ,� IE o LA.1 LL. E A D c.D M -o m x L4- VX C d Mc - H -0 C'V .= Q .w G' m 3 a7 CU � w Q « d C a) O � C a7 Q (Y U � 3 ti f0 = .7 CO v OU n Q�i a c_3 Q' , T :T a .i m U E- u O n�B W W CIO O S.- CL U 0 0- V, CIO LI Q Z Z Q J a_ SHEET NO. SH 1.3 I ll I I I I !!II'111 1 I I 1 11 _ 1 111 II_ I END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL 1) SYSTEMS 1 I ij OR E Ews. as .® 2• . r . ART 31m M-1 '/.: & ® Y, F1I"E .D63-TO MIA. COW. ALUM %?' ONCE r7M ,/49 . 1 3/.' N 1 x 1/2' : TAPCON 0 t2' OC. , ICI MIn. a It=POURER 2.4'IE DD 1% I;_ :r. I ,/4Y a , 3 { TAFa011 BocL a r.t woo FNA1E L 1 / 6LOC1117R ANgHOR • /1' O.L: 2MIA �1' "irr.. ,W r.41ED REDUCED CONCET[ _ 1 L FRA Ya' •'DOD RIWC �_� '� OR® 3nnvE3 - ;y 1 4t/4 apj CAT ANAEi. --. IyiPCw MJ13tlR 1 TONEtE UL LL6gaN LO Y . Y . ne5• TO VARIES r . Y . A5S' CON. 2. 1 S Mbe SOC L na NUM ANGLE OR "r/ S1 ---- V.• I Ae0' 31u-N15• SEE, PORED MN7a11. oDNa1Ea Y % .' % ,25' ] 1 --, - 1_ „U[ tlrNK AtIAA ENT P,,`E DIM OR 2'N' WOOD FRAME • i• I :T`P I ' REQUIRED 31m-H14 OR ? 1/?' 913-T6 ALLOY +' , 2' CON. ALUM. ADIEU, M. _----------L-p.---- J Me./CAP 1/4• . •OIL 4- • •• • .072• 3105-n14 OR BOTH-n ALLOY 0 ,r OG W/a1CRMfT Cd HA.n ARGUE CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4•.1• SCALE 1/a"-t' SCALE 1/4'-1' SCALE 1/4-.1- -- --- - -- I saxt-SET ON CALN-N �e; 1 PNWED CONp1E7E,,- -'!��1 _' TIMI Al 'rEAME 0 AND, ORj1 15X :. PORED CaMCRETE,� -' __� •®'�� WOOD s'as 11rIIC'OMOPEMa1C SCHEDULE OIS/ilR e. (MN. PANEL ERL* CpNONETE p10ClL �R ,. V.4 O �. ® MN,MME REQUIRED AS MRIGIYE ,0 a 11) OVERLAP BEYOND 2W w000 %RAMC r MY OPENING WIDTN) -MO CONCRETE CONCRETE EDUn[D I ;;.: h ;.� • :: \� C y_�Es-�:.- ,` ...'? ti. OR 2%e woo FTWE -� 1R® VALES 1 '© �!) -� i�P—M iiAT n.1MffS PPE-L TO 5' Me, I 1 RILL (WOW CUT ETC PAPEL) X . B.C. DISTANCE -� �-- j m►.) � 1 r, -J CASE G PLAN) ---.aY-Mn. ,.��;�A;, „W„H,NNNA �fCF{ A. T/ SCALE 1/4-.1- Caw d`�'••�,�CENf ✓,9 V" FOR DIRECT MOUNT PWAL3ATON ONLY 8 Iur • 4• as � ................. F CERTIFTED PANEL iWALL PTON AT WALLS W/ = i :• N0. 44167 $ SURFACE LEVEL VARIATIONS WITHIN 3/4- FLORIDA BUILDING CODE Hon HI V•loc(fy Hurricane Zone) CASE E (PLAN) CASE F (PLAN) s -. •r •e. 24 GAGE GALVANIZED STEEL STORY PANEL DeHMN R �CF. F(ORID►' SCALE 1/4•-1' SCALE 1/4'.1' •`�NtAt4r _ AAAA IMOM PROTECTION PRODUCTS. U.C• . �NinM�Iy'••' - _ILIECOETEat Nm S. a, STOW '20-175 mo.1-YIN .t�al`�p-Mmm a27 n1pE: lEx)M-7a4 F.�lEa)•Ee-am • I - . oRFArA rw CA -omits YR RM weMw, •E ML,W 11 IUII A.. P.E. Y 17' OIQ7 6 E M (VAUD ONLY FOR PANEL iDWSTALIATIDNS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 k 7) MAX. AS.D. DESIGN PRESSURE TING (P.- 0 MAN" ANCHORS SPACING FOR E.O.. AS SHOWN ON SHEETS 6 k 7 APPLR/BLE TO k ANY �1M11BM OF THIN MAXIMUM PANEL LENGTH 'L (n•) TAPCON LAG SCREW PANEUMTE FEMALE 0 PANEUMTE PLUS WOAD WSHM 1]' 13' it 13• ,r IV cram 13• 13' 13• 13• IT 19 (BOR6Y) 6 1/2• a 1/2• a 1/2- 6 1/2- 6 1/2• 2W (TOP) - - 0 1/4` 12 1/2- 6 1/4- (1117111) 5'-W OR a" 6- e' e' - (TOP) LESS - JW (e�MM ) 13' 13• 13- 13• 13' (TOP) ♦45. -45 LESS 13• ~ 1T —Ir 13` (BDffOM) 13• ,]• 13' 13' 8 1/2 W (SOP) 13• 13" 13• 137 6• 1N (a0TIC1N) 6 1/2• 6 1/2- 6 1/2' a 1/2- 6 1/2• (TOP) 1/4' 12 1;r 6 1/4' (BOLL•} '-0' >5TO 4 1/2' 4' 6 1/Y a 1/2- - (TOP) 14'-4' 4 1/2• 4 I/1• 7• 7• - 3W (BOTTOM) 4' W (TOP) ,]• Ir ,]' 13• a 1/2' (BOTTOM) • SEE TABLE j1 FOR MAX. A.S.D. DESIGN LOADS k MNL PANEL LENGTHS WHEN SPACER(" IS USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAY. A.S.D. DESIGN PRESSURE N MAXIMUM ANCHORS SPACING FOR E.O.. AS SHOWN ON SHEETS 6 a 7 APPLO4BE TERM � h --ANY THEM 0< IEEM OF imp" PANEL LFN6TMN (n.) TAPCON LAG SCREW PANELMATE FEMALE IDPLUS PANELWTE WOOD IR15FpNG 13, 13• 13• Ir 13, IN (la) 13, 13' tr —1 r r IW (6DTTW) 6 in• a 1/2• 6 1/2• 6 1/2• 5 1/2' 2W (TOP) - - 6 1/4- 12 ,n- 6 1/4' zw (90R.•) 3•-0' - r 7 V2' B' e' - LESS - 1 '• 77 /z - a• e' 6• - ]w wrlow) -- 13' 13• 13•-- IS• 13• 4w (TOp) f45H -45 TO .75. -75 13• lr 13'(BOTTOM IS' Ir 13• Ir To' I. F- tY 73, tr IT 6 1/4• IN (BOTTOM) 6 1/2" 6 1/2' 6 1/2• 6 1/2• 6 ,n• PIT (TCP) - _ 6 1/4• 12 1/2' 1 6 1/4' JLW (TOR.•) >6'-0• 4 1/2' S• 7 1/2• 7 1/2• - ('Ipp) 7•� 5• 5 1/2• 6• a' - Se (BORON) ,3• I2' ,]' is' ON (TOP) 13' 13• 13• 13• To* 14W (BOTTOM) • SEE TABLE f1 FOR MAX. A.S.D. DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER I' IS USED, CORRESPONDM ONLY TO ALTERNMTE 2W ON SHEET 6 reel�..ti a A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-B• > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE ID OR PANEL MATE PLUS ANCHORS k W/ SPR(pOBNMrTN 1/2. O.C. INSTALLATION DETAILS IiTO POURED CONCRETE TAPCON PNlREo FOR LIFE SAFETY PANEL n OR CONCRETE BLOCK STRUCTURES I/4'$ TAPCOH POLMED -� "/,o/4'P 0 olc. - � oR ANCHOR 9 9 O.0 w CONCRETE BLOCK CR CONETE i iXNCPLTE BLOCK L yr 1/4- ED• r�r. I HOLn w N 61 L aMia'aleiMr� t PANEL LENGTH (SEE ELEVATION ON SETT 12) /-L/2 .I / l I 1 LO• '0" ':r OUSfW POURED_' I CONCRETE ORCONCRETE REOVUED- BLOCK 6 r I ,K w lr." - /4'S PANE 117 ANCHOR a 12 in' (1 o.c. SEE /AEE7% 15 a to FOR MOORS TYPE ♦ SPACI NO FOR p61ALATOMS INTO HOOD nWAK ENBIM9. 1AIHReM ANCHOR SPACVOS AND 0510" EDGE D60ANLS ARE ev"TeD oN THIS sCHFMLE IN L0. LESS THAN INDICATED ON SCEDUE REDUCE ANCHOR SPAOC W LALM"w SPACING SONM ON SCEDULE IN THE FOLLOWING FWIM FOR THIS OPBMTICI To K POWAL EDUCED SANCOG OWMrAD UOm FACTOR SiW. LOT K LESS /tow 100I11100 SPNONC MfATM FOR INCH MOM TYPE ON 1" SCNAAL 1/P4 ,/4% ANCHORTR9E -PPm, :ANaawA LRe%Y no= W"w Gw3 3 3 •ANrrMv p„-•y OnJ 3 3 I a 1/2 eeMNq YJ Y OJ axklL R am= COO) ACM an - __.I IRA• --___- 6a1 - ___- ---_ N 7' MAX. 6' PANEL LENGTH (SCE ELEVATION ON SHEET 12) 1 I f I 1 DOSING POURED CONCRETE OR / H ^ AiS71 BLOUI '� y RECURRED, 1 IEforO! 1/4.4 PANELAMTE PA� - - ANCHCR (BEYOND) WALL MOUNTINGS SCALE 3/6-l' FLORIDA BUILDING CODE MAXIMUM A.S.D. DESIGN PRESSURE RATING s f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL n INSTiATIONS INTO CONCRETE k CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL QI INSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 k S) MM. A.S.D. DESIGNPRESSURE RATING MIJUMUM ANCHORS SPACING FOR Met E.D. PER SCHEDULE BELOW ro t y.Tpgl l LSE N>OWTH •L' CA) WOE. AS.O. PRESSURE RATINO (p.e.f.) MAXIMUM ANCHORS SPACING FOR YN ED. PER SCHEDULE BELOW � >�t ECTIONS a MUU. LENGTH 1' (+LJ TAPCON SOLID -SET r� TE P TE PULISa 7AMMC-NMLH CAK-tN TMCON SOLD -SET FEMALE 0 PLUS E/MAC_MMUN GUt-N m ca,mmCOM�M7,OM m m m m Of TIHEM T6 m m m TV OF THEY .u. -4S Lffi ,Y u• u• s u• Ir ,r ,r ,r 3 Ir IT fTDP) 5'-a• oR -45.D-43 +65. -6D r 1 1 , OR =� Ir 13• 13• 33' Ir 13• J 13' 13• IT 13, 1r , (BOTTW) 13• it Ir 13' 13• 13• tr713- 13• 13• 13 11 1/7 t (aum3m) IY IT 13- 1Y 13- lr ,Y tY 13• I t3' 13' it 2 (TOP) it ,r r 13• Ir ,r 13• 13' Ir Ir I3• 11 ,/2 2 (TOP) 13" it ,r 13• Ir 13• Ir lir Ir 1r 13- IJ' 2 (BDrrQY) iJ• Ir 13' fr 1S• it 13' is, 1]' iJ• „ 1/2 I tBO7T060 Ir T3' 1Y 1Y Ir Ir 13' 13• Ir 13• T3• Ir (TOP) IT ,Y LT IT ,r 13- IT 1T ,r Ir 11 1/1 3 (0)S'-6• 1212 8 7/4' 6 1/4' I1 t/Y t2 ,/2 - - 6 t/4' 6 1/1. 7 (BOTTOM) - - 12 1/2 6 1/4' 6 1/4' 2 1/2' 2 1/2 - - 6 1/4• 6 1/4' 3 (WTTMO 6• 6' e' Nr r r r a• a- 71/2.4 (TPLESS a- S 1/Y a• or 6 1/2" a' 7 I/2' 6• 6' 6' r 4 CROP) 6'_ - e• - e• - Y - e• - 6' -4 (MORN e• i]` - e' -1r - B' - a- - e• - a• - 4 (BOTTOM) _13 Ir _ _ 13' 13" _ 13, 1S'- 13" IS* Ir 13- ,r IT (TOV) u•- ,r tr IS. it _ 1J• 1J' 13- ,]• fi �/2 (top) ,J' 13' 1]• 13• 1Y tr 13• _ Ir IS- 1r 111 S (GOMM) /3• ,3 tl' ,3' tJ• t]' /r /3' 13• tl' - 13' 11 t/2 S (eoT7oY) ,]' 13' 13' ,Y t3' IJ' 13' 13' t3' 1)' ,Y _13' I]' 6 (70P) 13- 1r ,Y 13' Ir ,r 1r 13• 13—_ IS' 13• 11 In 6 ROM) -^_ 6 ,//• 6 1/4• 6 1/�• 6 1/4' — -- - - e i/4' 6 1/4• 6 GOTT.-) _ - 6 I/4' 5 1/4• 6 1/4- 6 1/4' _ _ _ _ 6 1/4' a 1/4• 6 0_WT.-) 13• 5• 13' 10 1/2 Ir r 13' r 7 1/2 5 In tr 4 1/2 1 (TOP) aS,-a, TO 14'-4• 13' 6' Ir 13' 13' a 1/2• IS' 6 1/Y 9 1/Y 6 1/2 IT 3 I/Y 1 ) TO •-S. ,r 7- tr IS. 13• 9 1/2 1r 9 1/2 10 1/2 7 112 13" r 1 5i_" 1) Ir 7 In• 13• 13• Ir 10• 13• to* it' r 13• 6 ,/Y I (Sorrow) Ir 1 a 13• 10 ,/ 13- T it 7 7 1/2 S 1/2 Ir 4 1/2' 2 (LOP) 13' 6' IT j U• Ir a 1/Y 1Y 16 1/2' 9 in' 6 1/r ❑• S 1/2. 2 (TOP) IT T ,r 13- 13r 9 1/2 13' j 9 1/2 10 1/I 7 1/2 Ir 6 1/2' 2 (BOTTOM) 13• 7 1/r IJ' 13' Ir 10• Ir 10' 11- 0- 13' 6 1/2' 2 (BOTIOY) 13' 7- IT 13• Ir 9 in ,r 9 1/2 t0 1/2 7 1/2 •T 6 tn• 3 Crop) IT 7 1/Y 13' Ir 13' 10' Ir 10' It• S' 13' 6 1/2' 3 (TOP) - - 12 1/2 12 ,/2 6 1/6' 6 1/4. 12 i• n 6 1/4-- - 5 1/.' 6 1/4' 3 (BOTTOM) - - 11 1/2 t2 ,/2 6 1/4• 6 1/4' 2 1/ ,2 1/2 - - 6 1/4' 6 1/4• 3 (BOTTOM) T 3• 6• 5 1/2" r 3 Ile r 4' 4 1/2 3' 6 1/1' 3' 4 (Top) 7 1/2- r a' 6• T 4• e' 1 a• 4 1/2' 3 1/2' 6 1/2' 3- 4 (TOP) 6- 6• 6' Ir S In- - 17 1/2' (BOTTOM) 6• e• IS. - a• - 5 1/2' 7 1/2• 4 (B0TT01/) 13' 7• I3• it 1r 9 1/2' IY 2 1/2. 10 1/1 7 1/2- it r 5 (LOP) 13" 9 1/2' IT 13. ,3` to' IT to' ,1• a- I3• a 1/2' 6 (TOP) 13' 7' 13' 11. 13• 9 1/2- 13- 9 VY 10 1/2. 7 1/2• 13• 6 1n- 5 (MOLDY) 13, S in• Ir 13- 13' to, tr 10• 11' Y iJ' a 1/Y S (BOTTOM) IV 5• 13• 10 ,/2 13• 7• IY T 7 1/2' 5 1/2• 13" 4 tn• 6 (TOP) Ir r 13' tr /3' A 1/2' i3' 6 1/2' 9 I/2' 6 t/x• 13' 5 In' 6 CROP) 6 1/4' 6 1/4• 6 6 t/{' a 1 4• 6 1/.' 6 1/4• - - - - B 1 4• 6 1/4' 4 TT.») SEE OEET I I FOR ANCHORS COPE a SPACING FOR #WPUMCN6 INTO WOW FRYE a %M= • WMM ANCHOR SNC510S AND MPSWM EDGE 06LAJCE ARE NNCATED ON INK SCH DL E. FOR ED US, THAN MdGTm DN SCHEDULE REDUCE ANCOR SPACING a MLIOL"c SMCP6 Mom ON SCHEDULE W TI[ FOLUDIRl0 FACIDW FOR THIS OPCROION TO E POSSAKC. REDUCED SWAG OSTNMED 16NF, rAclas EAYLL NW E LESS THAN MINIMUM SPACING NO ATTO FOR EACH AHLIOR TYPE ON nE SCIENCE Iles- 1/0. 1/4'. 1/4. 11... 1/4•a ANCHOR HYPE 1,00011- _ to w Pull asec-.AUN _ rAu-IN temsm A colot PPACIO (h) 3 3 2 3 2 1n• E 1/2 NOCOM 0-3 ] 31n• r ] 3,/r 3 MtMU BJN NUM 3 3 ,/r 3 1x 3 1n 3 +/r AMA B= )Man FACTOR an am - - - sJo 3 ' jr SPAgN(S ONLY VALID WHEN SPACER IS USED. SEE T j1 FOR MINX. AS.D. DE51(iN LOADS k MALL PNIEL WHEN SPACER � USED. D.W(j). O Or® j RMLLAL A A.S.O. DESION LOAD ( �HPA EL 40 PSF OR LESS a. -a. > 40 PSF TO 50 PSF V-2` > 50 PSF TO GO PSF 5'-10` A MAX. PANEL LENGTHS ARE VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS k W/ SPACER AT 12 1/2' O.C. - ...._._.. _ _._ - - ANCHORS (SEE SECTIONS a ALTF]a411TIM ON SHEETS 13, 14. 15 k,a} --. �R-IA/13, R-2A/13, R-W14. R-18/13. 4-28/13, R-30/14. 3• MAX. R-IAW/15. R-2AW/15• 111-3AW/15. �R-fBW/i5, R-26W/15, R-31101/16. 1 TWIN--• T ) L/2 1/4"e-20.1• Ss. BOLTS W, 1©Ii 1' (USE FOR PANEL LENGTH O MAIL T 'oI OVER -67 PANEL LENGTH REGULAR 570FM PALL REGULAR STORLI PANEL (W/ OO.EIW MID PANEL LENGTH BOLT) i LIFE SAiET' ORM PA/El '', r-a' 0 t60A -N.0 V .f. (W/O OVERLAP YID PARER. LENGTH BOLT) A f - I/4'N-20`7 - USE 7-6' MIN. PANEL LOAM _ _ _ _ _ _ _ _ . _ _ .. _ AT ALL MOUNTINGS 47 S.S. ears-wAy(y AT EA. DVERIAP 1 , , i. l 1 -- - -- - - 1-- ---�-. -Si5 NDicFHO[S -i-sfuD i-- ---•- -�----'---+ - -- ~---• � 6. LOCATION UTE SAFEIV (I. PANEL BOTTOM CORNERS O 1 ; D.M.. 3�. -ovERLAP--OVERLAP- or (� WING NUT AT _ E•MRIOR _ WINING NUT AT Y MA% LEER PANEL iCLRlprt PANEL J' iMli: 1 INSTAL ATONS ONLY VALID FOR WIND ,' MIN. R-1A/13, R-2A/13, R-SA/14, R-t9/13, R-29/1& 4-30/14, 1' MN.I SPEED UP TO 170 m.v.h. R-tAW/15. R-2AW/15, R-3AW/l6. R-iBW/15. R-2BW`/15. R-3001/16. -- -- - - .. - -- - ----ANCHORS (SEE SECTIONS a ALTERNATIVES ON SHEETS 13, 14, IS &IS) _- --- ---- - +/a' MAY. GAP LIFE SAFETY STORM PANEL (I ELEVATION (t) - r" - O REGULAR 2.667' REGULAR SCALE 1 /4•.1' I STORM PANEL (MEWL m9w -I ON= vN.LM O STORM PANEL --' ---- E----------------- .- .--- -- -MAILCAP I LIFE SAFETY PANEL 'fl ; * :,► FLORIDA BUILDING CODE Non High vesicefty HUrr(can4 EXTERIOR POOR) Te]QO, ra 24 GAGE GALVANIZED STEEL STORM PANEL WAs4'N`NN`'• �ORIDA 'tcey� LLC. ACTION A -A -N `K'-=1 C01«`. PROTECTION PRODUCTS, mn 1..m W. 1snw SLUE 1/4'.1• :MrMeFIL W ..Mamm PHae (Ea4)Eea-Rea to M4ISw-Stpr 20' - 7 ITI INSTALLATION DETAILS INTO - WOOD EAN[R - 1I �e'OOD HHDIOER -RENARRED 4 = ,i, FOR LIFE SAFETY PANEL n WOOD STRUCTURES — - i-' _ t wOOD MACER I 1fEWRED _ _ MOOD HEIDEA 1FEWptliD - 1 it 1 •/4•. TAFCO1 ._ ASICIHOR O 9' O.C. I ANCHOR • Y O.C. 'I 1 ICI' t//4.6 TAPCON • ! 1 i,! '• �MCHOa 0 9. O.C. I I , 4'p T1PCC1 OR 0 9. O.C. _c ;� -02 1/2• t/4' . , in• • MAX. I -. ,n' 1/4• . - tY61L-. 1/1' 1/4• ' .2.. I Wn. IMII. I I ?. � L'Z. I wn Nln I _. I I1 Min. NIA1C I L I I Li Li Li 1 I Li U i FJa57ly(N� , l 1Y Kt ..' - - ,/.'r3a, _ a - _ �•... / : - n fAe0.n • EY p i fLlwitlLm w : �, W.M N Y r',• 1 y � n w 1 R 1 I I IaCM OO Y� 1 1 1 1 I TaA55 a �-. P 1' MAIL N R NK Q��1-ill ROS. I Low ellaER Y-4T 1 Y 1 LEN. I 'EL - 6• 1", PANa -ET --._ I LENGTH -1i-. 6• (SFF N -- -- -- --- - - R 1 , PANEL HEROIN 1- ----r.._. I(SEE ELEVATION SON SHEET 12) p I I ELEVATION�f.TH ON 12) • - - - 9 PANEL IEWGfH IIIr _. _ (SEE SHEET � 1 72) ELEVATION SMEET 12) - -� t ) I 1' 16n. 1 I _ - _ __1 a ---SEPARATION*- _.O ; O 1 ; 3 aF--SFtPARAIOI'1TION ' 1 �-1 G1A55. L/2 j TO 1)1A55. 6. B ; L/2; TO MASS. -- �i . 6' I ; ® ! 6 act 1?. ( \ - f °mot 1/3• I EO - ' __ _.1. _ 1 1 1 Fp - 1 1 EI 1 I I ! -__ I eo VF' I M>cl 1/ Y' •' Ii°u __�--_ - I 1 -. %1 i! - 2..• WOOD it .IPLAY ,K act �r►- r IOSU��yAD YS IDLn wq9 _ 1 14•N TAPCON , ' I - if 4•I TAIY.ON RECURRED ' I i �4'0 TAPCON 2•i4. I Opp . N ! C {{ ' 1I: ANCHOR 6 9' O.C. ANCHOR 0 9' O.C. 57AOGEREO W/ SNO II. STAGGERED W/ STUD ANClOR O 9` O.C. PLATE -, REQUIRED • , 451 tAPCON _JANC `V 0 9• D.C. ;•II h N'000 , ... .. .. WOAD. PUATE 4, II 4EOUIRED EOUARED -Lis - ALTERNATNE R-1BYV O LJFf SAi'ETY P NEL WALL MOUNTINGS SCALE 3/6-1• iY1.81�L_CStlEL� wIUTAIL3AtlE13 A. TIwT OIL WALL �N s�SCALE 3/6-1- Nam: 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATINGS (p.e.f) AND PANEL LENGTHS AS PER ELEVATION ON SHEET12 �p EN '' • �' • '. s 44167 :. £ £ 3 * ; *�-�ia�*�_-�±:J� .q STATE 0- ;-`� •-- _ FLORIDA BURRING CODE Non High Velocity Hurrieon@ Zone) eam 1a311Da RRG 24 GAGE GALVANIZED STEEL STORY PANEL Jr p.met, W /� GLOBAL PROTECTION PRODUCTS, LLC. IO pNp; (] Y O INO. 2. FOR NEW WOOD EWE CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DEHSfIY OF 0.55 OR EQUAL try-. sy 0A.' Fi0R10�.• �./+Z+7 ••• �Y / t .9m 3w. is, tr iMr, w`MA, PwsA n aHs ^-' 1-7 M',�M w w'-tul Hare (tK.Ses-7NL d-mm7is SE 51 FnIr Ois- rt aT3H FAX M pes-s rl 20-173 NIA OMWRHO Ab'. w FFNI R M4TlR A 17LLR Ur.. P.[, eNI¢i 1! N is MAXIMUM_ A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL C1i INSTALLATIONS ATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS i THRU 6, ON SHEETS 4 k 5) MAX. A."' PRESSURE RATING, MAXIMUM ANCHORS SPACING FOR MIN EO. PER SCHEDULE BELOW APPLICABLE �! lµr MAXIMUM LENGTH (n•) MAY. A.S.D. P (at1.) YMYIM(ME ANCHORS SPACING FOR MIN ED. PER SCHEDULE BELOWDESIGN HPPLIGIBE ro! comopll M.t,y,M LENGTH (R) TAPCON SOUR -SET PANIUMOE FINALE In(y.L1.j PANNE xAWC-ROAM CAIX-4N TAPCON SCUD -SET S PLUSZAMAC-/MRJi CALK-N A 10 TOL. TO m TO OMOKMMm a ION A 10 7D m TO -65 TD .75. -75 tr 71 Ir 13' it lr 13' Ir IT 2 1r ,0• 1 S,-0, OR LESS .75L-75 .I IS-1114 ]' S 1]' t0 llr 13- 6 172 lr 77 7 1/2- S 1/2• ,r 4 1/2' 1 6•-a' OR LESS I I 13' it* IT 13• IY IT 13" Ir 13' t2• 13' to• I (BOnow 13• 6 1/r 13• 1Y ,a- 9• ,r S' to' 7 1/2" 13• r 1 (MOTION) ,3' „- IS 13' ,]' 13' 13• ,r 13' 12' 13- to' 2 MP) 13' S' ,r to 1/2 13• a t/2• ,r • 1/2' 7 1/2' 5 1/2• 13• 4 1/2. 2 (TOP) tr I, ,r Is- ,T 1r 13• it /S• 12' i3' 10' t (BOTTOM) U' r 13' 13- 13• 9 1/2' 13' 9 1/2* 10 1/2' 7 1/2' 13- 6 Ile 2 (BOTTOM) IT It- 13• 13• 13` 1r 13• ,r 73• 72• 13• W 1 (TOP) 13• 7• 13• Ir 13' 9 ,/Y tr 9 1/2' 10 1/2 1/2• jr 1 6• 3 MP) 12 In 12 ,/2 6 1/a• 6 1/4' 2 1/2. 12 1/2 - - 6 1/4• 6 1/.• 3 (BORIA) - - 12 1/2.12 1/2 0 1/4• 6 1/4- 12 1/2' 6 1/4' - - 0 1/4• 6 1/4- 3 (BORON) I' 6• 6• e• 6 1/2- T_ S' a' 4 1/2' 4 CTOP) r Y Jr 5 1,- T 3 f/_T' Y 4' 4 1/2- T 6 tn' _Y 7 1/2• T_(TOP) e• - e' B• a- - e' - 4 (BOTTOM) !' - e 1/2• - 0•_ - Y - 5 I/2• - - 4 (BDIIOY) 13- 13• IT Ir 13' IT tr _ 12_ 13• to' 5 (TOP) _ 1Y a 1/2' IS- Ir ,r r ,J' 9' ,0' 7 In- IT 6' IS' ,t• 1]' t3' IS' 13' i]' lY IJ' tI'13'10,S MOION) 13' T 13' ta' Ir 9 t/Y 13' 9 I/2' f0 I/2. 7 t/2' t3' 6' )13' FIF „• i3• 13• ,S• -,!= 13• lr 1J' ,Y ,r to- 6 CHOP) 13• 5' U' ,O in ,S' S ,n• ..1r 0 1/2- 7 In• 5 1n• IS' • ,n'>.66. - -- a I/-, a 1/4, 0 1j4, 6 1/4• - - - e 1/4• 5 1/4- 6 DIGIT" ) - - 6 1/4• 1 1/4' 6 1/4' 6 1/4= 6 1/4' 6 Ile -� - 6 1/4- a 1/4') I)• 7 in lr ,s" ,a• IT ,r 1tY t1- a' t3• 6 1/2 1 (TOP >S,-0, TO B-0• it 5' 13' 10 1/i 1r 6 IF' 1)' a ,/Y 7 t/2' S 1 Iy a 1/2• , clop) >5'-C TO r-6• 13" 7 t/7• 13' 13' 13' to t/2 13' t0 1/2"1 I/2" 1' 13' 7• 1 (BOTTOM) Ir 5 t/Y 13' Ir Ir 9• 13, 9• to' 7:/2 Ir 6• I (BOTTOM) 13' 7 1/2'1 it 1 13' lr to' 13' 10' It' I' 13• 6 1/2• 2 (OOP) _iT S• 13' 10 1/2',IT 6 1/2• 13' 6 1/r 7 ,/2' 5 /2• 13• 4 1/3• 2 owP 13' 7 1/2'1 ,r I tr 13' 10 1/2 13' 10 1/2 11 1/2' a' t3• 7- 2 (BOTTOM) Ir r ,Y 13• IS' 9 1/2' Ir 9 ,/r 10 1/2 7 7/2' 13' 6 1/2" 12 (BOTTOM) 13• 7 1/2' 13' 1 13- IT 10 1/21 13• 10 1/2 ,1 1/2- S' 1r r 3 (TOP) 'r 7- Ir 1 IS. Ir 9 1/2• it ➢ t/2. 10 1/2 ,7 1/2• IT a" 3 (TOP) 2 1/2.12 Ilr 6 1/4' 6 1/0-12 1/2. 6 1/4• - - 6 1/4• 6 1/4. 3 (BOTTOM) - - 2 1/2 12 1/2 6 7/4' 6 1/4' 12 1/2' 6 1/4• - - 6 1/4. 6 1/4' 3 (WITCH) 7 t/2' S 1/2" e• 6' 7 1/Y .' 1" • i/1' S' ] 1/2-T Y ♦(TOIL 7' r r 5 i/2' 7' ] 1/Y C 4• a t/1' J• 6 in'12 1/2' { (TOP) r - a• - 6• - e' - 6' - r - 4 (BOTTOM) Y - B In- - 6' - 6' - 5 1/1• - Y - 4 (BOTTOM) ,r 7 1/r 13' IY ,a' 10 1/2 13' 10 1/2 11 1/2 a• 13• Y 5 (TOP) Ir 5 1/2- 13- Ir IT 9' 13- ➢- to- 7 1/2' ,3- 6• (TOP) 13' 7 1/2' 13' ,r 13' 10 1/1 13' 10 1/2-11 1/2• e' 13• Y 8 (BOTTOM) IT 7' 13• 13• 13' 1 1/2' 13' 9 1/Y 10 I/2- 7 1/2' ,]' 6' S (BORON) I 7 1/2' 13• 13• 13• 10 1/2 1r IC t/2 11 t/ p• 1r 7' a COOP) IY S• Ir 13" 6 1/2• IT 0 1/2' 7 'Ir 5 1/2• IS' ♦ t/Y IMP) 6 1/4' 6 1 4' 6 1 4' 5 1/4' 6 1 t 6 1/4' 6 (eDTT.•-} - 0 1/4• 6 1/4' 6 1 4• 6 1/4' _ - - - 6 1 4' 6 1/4• 6 (BOLL*• 116E DW 11 MR ANL1OE TYPE a SWCINO FOR NW-4^Tos Mm WOOD HMVE sus-Im. • YINWW ANCHOR WACO= NM MIMMUM EDGE 06WiCE ARE N WAIN ON INS SCHEDULE MR EA LE35 It" VEICAxo ON SCIRDKE REDUCE ANCHOR SPACING W NULTIPLYING SPADING SHOWN OM SCIiOUE K M FoL. NC rAC1oR Foe THIS OPERATION 10 E POISKL REDUCED 94CM OBTA M USING FACTOR MULL NOT E LED TWA LMMNM SMCMNO PONGOED FOR EACH ANCHOR IWt ON TUN SOHEDULL �-49 �ljs N 1 ANCHOR 1TP[ EMI IMD-W Iue, - ZAw0-%wAA - HYu-P� ISM ANCHOR SPACIC 0.) 3 3 3 3 2 t/l t ,/3 ,AIIaRR4p OR) 3 ]71 Y 3 D,n' I OwANC"1 OM 3 a'Ir a7/Y 71/2 ],/r AMA ■■ Down FACTOR On = fin Oil .. e3v - - - 9a5 3• O.O 0.n - Les LuM af3 - _ _ •• SPACINGS ONLY VALID WHEN SPACER 6 USED. SEE Tf�BIE /1 FOR INN(. A5.0. DESIGN LOADS k MAX. PMlEl WHEN SPACER e9 IS USED. 1/4•e TAPCON_-- - -. ._EXISTING pouew ANCHOR O 9 D.C. CONCRETE OR CONCRETE REQUIRED BLOCK"Um I) E.D.• M a EXISnNS-0 GLASS + N n II u p UME1;I s "0. OEM LOAD MA WNI PANEL. LDIGEH 40 PSF OR LESS 8'-6• > 40 PSF TO 50 PSF 6'-2• > 50 PSF TO 60 PSF V-10' A MAX. PANEL LENGTHS ARE Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS k W//" SPACER AT 12 1/2- O.C. INSTALLATION DETAILS INTO POURED CONCRETE 1/4-e TAPCW_ CORED FOR LIFE SAFETY PANEL C) OR CONCRETE BLOCK STRUCTURES 1/4•0 TAPCON POTTED _ ._p(IBnNG ANCHOR 0 9' D.C.NCREIE OIH _ .i)uSTYYG ANCHOR 0 9'-O.0 CbNCREiE ON / •' WRCRETE BLOCK tEpNMRED. CONCRETE BLOCK REOUIRIED. - r A 1 I ED.• 1 1 1 p Y Wn. M {-- "E'PARATE t/•Y20M 5o TO G1AS u .K.19fAA/f" f t 6E is iwa M I Low. Oat r-0) Y I p L tl I 1 i• M- I PANEL LENGTH M (SEE HET 12)ION n ON SHEET 12I 1 -SEPARATION- j B TO BASS. I e: r I 1 I 1 O I / - T _ -tK min • Au i I L MAIL. 6' PANEL LENGTH I (SEE ELi1W11DN W SHEET, , 7 I i 1 t/2 ED• ED• ! 1 I I ( I ) 0 1/4'I TAPCON �._1/4'P TAPCON ANCHaR 0 9' O.C, ANCHOR Si 9' D.C. DMNG POURED CONCRETE OR EXISTING POURED CONCRETE DR CONCRETE BLOCK REQUIRED.-EDWREfE BLOCK REQUIRED, Sf 110N R-1A O REGULAR PANELS O PANEL WALL MOUNTINGS SEEM IS • ,e FOR ANCHORS ANpgl 11P[ /4•P -�� TYPE a SPACING FOR NSTAUA7arE WF10 SPA WOMAN, ANCHOR I(I 3 wooD A B MINIMUM CRSANDIH NiNM6M WWsArMO. 1nNj) ] CORDotHa` I'm MO. COAs7EDNONHA •AEDULL E—ea, A ON SCEDULE REIUCEANCHOSPACING I'll O.W w ass, 00 3 W MULTIPLYING SPAOO SHIONIN ON SCHEDULE BY THE FOLLOWING FACTORS AgIK R �@ (t• FROIOIE TL]e FOR n6 OPERATOR TO K FOSWRL REDUCED SPACING OBIAKED USING FACTOR SWU NOT K LESS THAN --.. ..._ 2_1,r - weMRlY 704M wOCAIm FOR LRCM OME ANCHOR TON THIS 9ORLL DE - -- - - - OJ0 BUILDING 1/4.0 TAPCC61 AN _-- IAOIDIED CHOR 0 9 O.C- . - OR EP• E0e % n 1 1' Min. EX6TBy.41 I .1-20,• EX67p�.BLL - OP QASSO _ T - iL aoJsQ N;L/dS _ GLASS N _ f ./ -. J Y a B Un) •L• MAX p _ PANEL UDKRH _.._ � - (SEE ELEVATION 0 C __ Y Yin. I ON SHEET 12) IL B p-SEPMI B IT t0 GLASS, I IT IT 1 O IF ) U2 t 4 E.O• , 1 E.o • / fi 1 I l L ED [ r f -... EQ t - `N/S. HEX LEn° Ns. min ■nag • 2 , ac _ , /4'9 IAPCON ANCHOR a S• O.0 EXISTING POURED CONCRETE OR _ SE0N. R -CONCRETE BLOCK REQUIRED O R G�UtQAR-- PAILS WALL MOUNTINGS NHnRMha semi 3/6-1, Hurricane I I 1 O I f'r. 1- I 1/.1-3Or1' _.1i.5 Eln ■,L� AEA OWRI� 1 I 7• MAX. - 7 6- PANEL LENGTH 1 (SEE ELEVATION 1 ON SHEET 12) _ l 1 I 1 . 6' EQ E0; - IErD• Na -MIS w MIS W 12 I/4'e TAPCON EXISTING POURED CONCRETE OR ..CONCRETE BLOCK RECURRED. INSTALLATION DETAILS FOR LIFE SAFETY PANEL INTO WOOD STRUCTURES - I I _;=ACE, - I w MEAGER MD I i 1 4'e 7APCON 1 4•e 7APCON I: •I O•'O.C. e 9' O.C. I ! I _. ,/2• 0/4. 1/2• rl/4.IL ! M- ---- 2 oil Mtn 1'!' I IS I '. I I 1 O p 1 1 OBI• 1 Ezsn p i ..-m, 6 t.5. qis r ED.a 1 : �': GLASS p : , �p n w f x. ♦I It _ I USHOW CRY r-n n' �S x • I x 1 R I I 9.' MAX II _ L 1• MAX, l._ --_ '-_-..TS __ _ 6. PANEL LENGTH I It I PANEL LENGTH N ) (� G"AnDh (pOEDi 0._:�.- - -_-'- -- SHEET N - I--- -- ON SHEET 12) -T_ A I 1111 11`-SFPAMTION- I p- -- ie, TO GLASSI O Ou---SEPAunoN it 1 L/2 IL x L0 GLASS. 0. 1 i ® �� •- r i �I e q Vl oG � 1 • 'a 1/P 00 1 - 1 ) 1 ._ FA ( _ _L_ __1 EO / I woof. WOO-0 - PLATE (j' PU2x4T; RECURRED _. 1/4•0 PANELWiE PLUS REQUIRED 1/4.0 PANELIATE PLUS • - - ANCHOR 0 12 1/2' O.0 ANCHOR 0 12 1/2. O.C. ALTERNATIVE I!-3� ALUVFE S I�tM • REGULAR j;(M� O LLSAFETY PANEL H,,HIIIININ A WAU WUNTINQ �Ea it[il SCALE 3/9-1• ✓ a 44167 FLORMA BUILDING CODE (Non HI h Voloctry NuMcOne Zone L * * eam0'1310O. 4c 7A. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.SA. STATE OF :.v? 24 GAGE GALVANIZED STEEL STORM PANEL dkee, a„ DESIGN PRESSURE RATINGS (P.e.f) AND PANEL ( R �� 'P F O - _-.. L PROTECT PRODUCTS, LI.C. m yT C O LENGTHS AS PER ELEVATION ON SHEET 1L ■p`pE INc 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD S/ONAI E� / ��i.JZi7 • ■e am SJt. 6, 511w A M ew A ,O Mea A mM ON,E. R =14 AAl11NMHM1„" 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC / m-MAN r.: (PAR M1-,4P R101e (SSH)tIe-76.5. 1- (w OENSRY OF 0.55 OR EQUAL OL-OOOe7,S P[ 9EA/SIONT1aWJMA PALTER A TRW A., 11 Y+ ,r am 14 or Is -6-P Q� N (V U >✓ O CL 0_O C: O C co •� U) � O O L_ O — W (� 0 O O is .� /' /^� ��E{/\ Cn E O''F/^+ a) O 1` 1� 1— CV -0 .c VJ ll �a t" 'p . =o C=31I o) a wJ 4= n M LAJ U C LA_ m >•4 Ly la � O .tA Q N � a) C a3i'�� is 4 ei � . w v a+ t+i Cn CC O CL CL U C C O U c�^, CU LLI Q Z Z Q J SHEET NO. SH 1.4 - I --- Iirq 1; P 1 I EZ1/18, EZI W/113 ANCH R5 r- . _.... (SEE SECTION EZ1 • ALTERNATIVE EZIW ON SHEET 1a)_ -I' l' �//�.�}� *(SEE NOTE 2)-L-JW/® -Lit TSEE NOTE 2) S. �E,tLH OW _ 3116.9 ALUNPAN • LAST PANELOTO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE (7� POP _ _RNET 1/Y O O C O O O O O O O T- I PROVO D W/ REAR HANDLE TO FAGUTATE INSTALLATION IF MIEN= ' I TO BE INSTALLED FROM INSIDE OF STRUCTURE. _ AT 2 PER PANEL NOTES T 7-r'1 -r, ] _.. _' - t ''.. (1), DEFINITION OF SERIES 200CL E-2 HANG STORY PANEL SYSTEM I (EMU PANEL) I INTERIOR PANEL) (INTERIOR PANEL) j (INTERIOR PANEL) J.. r (END N 1 -I a •L• 1 ( (END PANEL) ' CONSISTING OF PANEL + Conl TRACKS TOP & 90 TOW SEE NOTES 2. 4 J SEE NOTES 2, 3, 6 SHALLO, (2). ENO PANELS SHALWAYSBE CONNECTED 10 BOITOM TRACK { OTHERWISE A STOP BAR SHALL BE PROVIDED AT TOP OF SUCH A1Ax 1 I j 1 1 I I PAWL IENGM PANELS. of AR 0ADD P.AJ (}). IF END PANELS ARE CONNECTED TO BOR01J TRACK, CONNECTION • I I - - - i - I SHALL CONSIST OF 1/4'F 20R3/4" N.S. W/ 7/8•eN}/}2' WaNC 1/4"0.3/4- Min THUMBSCREW INTO TAPPED BOTTOM I j BOLTED PANELS r/ 1/4e-20.1' NUT OR I I 55 gpLTS WA� • EA Ovfl9M TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO (LE� SECTIONS AS APPLICABLE) EXTERIOR MT FLANGES OF END PANEL. ,,. �. C ! ! I .�_ ll '. -1 L_I or - - _ -I. _ L• (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM ...., .. - - - ' -r MAX. TRACK (i.a. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO T T ELS BE TO BOTTOM TRACK usllEG SPECS I I LIT INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF INDICATED ON (3) A O IILLJJ_L JJ_LLJJ_LLJ JJILLJ�.��L1J1 L L JJ _ L L J J14 L J J_ L L J J - 1 _ ..) PANELS TO BORON TRICK WY OCCUR AT ANY PANEL LOCATION N SEE NOTE a --..__ -; ]' Pall :• t' Ntn. -SEE f�� SEE 1' Wn 't INSTALLATIONS ONLY VALID FOR WINO : NOTE NOTE 3 TO 170 1 SPEED UP m.p.h. `.1W/® ANCHOR'S -(SEE SECTION E21 a ALTERNATIVE EZ1W ON WET 16) EZ7/is, EZ1W/la TYPICAL ELEMION FOR SERIES 2000 E-Z HANG STORM PANEL d) SYSTEM SCALE: 3/32"- l " 2.W7'(Mk OVERLAP '/•' Mar. GAP .1 MRE .BUSY) MAN. SECTION A -A SCALE 3/32--l- Y�"�AA;TIQ/li"r4 3P; •• E ••. 9 FLORIDA BUILDING CODE Mon NF h Volocity Nurrieone Zane 44167 °10°° n10°' P` 24 GAGE GALVANRED STEEL STORM PANELF','r,.. . = AT :GLDBAL PROTECTION PRODUCTS, U.C. nm/aew 1 L E C O Line. STATE o- .q P e 4 a9m SW. ], stFE[T -'sy0�� F(Df(10 .••G ryLE, ?� ,.e PAN --ml' h+ w°Ne t�.feee-T9 s 1. :�ro"7EeP-rm 20-175 • • • • • + O FAFAG Mr d G-119 DI ,I.di�)1 r1LITS A TULP N„ P.E ! .YrYA/ IN� IlrpNil tMrlT O a q ENGINEERING ��l ENOINEERINO EXPRESS® PRODUCT EVALUATION REPORT September IS, 2020 Apple rdon Number 17859.1 - R2 EX Project Number 2031543 Product Manubchwer AN Amencen Shugas and Glass Momfachner Address 1540 Donna Road Noss Pekn Beach, FL 33409 Product Name a Desenptlon: 24ga Galvanized SteW Storm Panels Une M)esile Impact Resistant Scope of Evelustlon: This Product Evalusbort Report is being Issued in accordance with the requirements of the FbrWa Department of Business and Pmfenkw W Regulation (Fbdde Builid" Com[aulon) Rule Chapter Bt G20.3.OD5, F.A.C., for statewide acoeptAnce INN Method 1(d). The product noted above has bean tested andOor avaklali d as sum Aai herein to show comp8ance with the Florida Building Code Severdh Edition (2020) and Is. for the purpose Nltandad, at bast equivalent to that requinid by five Code Rae4akls8on of it" product shall be requited fallowing pertinent Florida Building Code modflahore or revisions. Substantbang Data: EX drawing #2041543 titled 124ga Gelvarxzed Steel Storm Pan" (HVHZ It N01r-FNHZ)', sheets 1.5. prepared by Engineering ENpresa. signed & sealed by Frank Sermardo, P.E. is an Integral pat of title E•veluagOn Report • 77 i7 I REPORTS Undorm WtiG structural perlmsT wwo has been tested in accedence with TAB 202 tce1 standards pet tot tapon(s) #ST-ASG-17.001 by BkzWA ter Testing, Inc, Large mbWk impact resistance and cyclic loading performance has been tested In accordance With TAS 201: and TAB 203 teal standards Der Led repat(s) OBT-ASG-17-001 by BlaekweleF Testing. Inc. STRUCTURAL ENGINJIM111ING CALCULATIONS Structural enginasNng calculations have been prepared which evaivate, the product based on canperative andior national areysal to qualify the bilowirg deep crterts: 1. M=Imum Allow" Spans 2. NRrilmum Allowable Sporis 3. Minimum Glow Separation 4. Anchor Spacing 160 SW 1211 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1(666) 396.9999 TFAM0ENGINEERINGEXPRESS.COM ERGIN EERINGEXPRESS.COM i �M ' ^t &•� L21 :1I.33 ffP+irn�- �i 9 5 4.W 3•] ,•W1 Xsaa ., \�Q4917p '�-La J]TaE n'1• I;N:N/ITIAHLI R<XINI xH:llax i -JL>•'1• rp PAS. YLT1W ri k, rt YJ' ,L J lz rNL<f F-: it L •sits k ^f:'N ]rtTx• Y rtl.S.SL4�'.IA ll LT1 •M: M'. r4tr:J LhL•-1 v'rn 1 I. .,0J. 1g0D• 1= T, ot ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% inaeese In allowable stress has been used in the design of this product Separation from glazing is not required for iL WW4om outside of wind zone 4 and assanW boglies. Impact Resistance: Large in the engineering design Impact Resistarice has been of pthk product. d a aced In Previously Faber teat rapor6(s), anti is Wind Load Resistance This product has been designed to ras(at Wind toads as Indicated in the open schedule(s) on the ropeodve Product Evaludla, Document 0a. einyneering drTwdrg). Installation This Product shag be Installed in strict dance with is respective Product Evaluation Document fi.a ergtnesting drawing). along wth all components noted theroM. Product Components "I to of the material spooled In that Product's respective Product EvaWdon Document (I.9- engineering drawing), unittaUons & Contwons of Use: Luse of this product shag be In strict Acconiance with the respective Product Ev*Wab o Doaunent (i.e engineering drawing) as noted herein. All supporting host Structures shell be designed to resist all suporim used loads and shag be of a McWal gded in tins product's respective andar schedule. Had structure condtioos which are not accounted for in this products respective anchor schedule shah be designed for on a site -specific beefs by a registered pfohsabnelanpinier. All components which are permortenly, metaled shall be prowmid against corrosion. contamination. and other such damage at all Bmes. This product has been designed for use wRMn and outside the High Velocity Hurricane Zone (HVHZ). Respectfully. Frank Bernardo, PE ENGtNFERiNG ExpRi 1OPE0046549 I Can Auth 9985 160 SW 12•" AVENUE SUITE 106, DEt AFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM OE NG[Nit RING EXPRESS, CON E NGINEERINGEXPRESS.COM "TM1lil rJ-Ce �` "rsl - 'A1-Y•.;r�i. aLL L T- R X I ;J k- mm r T a u�2r n "4C 3.7i TN 1= 'Gr4vu - rAmHyCl1 - y Na 24WIu.VUDPJIr N IYla'fl' .` Ii -• NI[.I TTR'FkY2'E--..a' w11-au11rT''iM - /u1Cml11li{ILOORNWM J 91:(J❑W . K11:A ' }EG �R .affr N �_ ILL U11 YlAll MOUNT YCnd! Lt J� - IPI]JrAR 4`.' -'N}. � •1 V' Nl11VY1.: f"d,. rx 3 'utV, urn•w-..D- C �] 4 [+.nFr kt ' YK MAY VAIW Ar ,A H nEr rr-nrarT rsr xll^-✓m1[1 . •c^,,, / Y.. =SYE'£":.' .r'c:�rCL'A Jr.A; 1 I-2J..•.nr.. Ai �4an R IF -i 1• IM i I .W.Is rFR 11]-EC1LE � E"�U"M. r' �'TIt� i"N.L UIF.i J! 14, YINi k; F- FF xn 1EV .;3 M1 NF 1: :rM r11iR]RJ ter^ A,;-.'iC T'Y rev ., rr. -. __. ..W /\OPiYJNPLTOWE4TrOM CiO4111a �iAR $I; INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL ni INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES 1 E)ftbT rN2l1RE6 -' �U NCREIE OR ' i� i V4'0 TAPCON CONCRETE BLDK II W40M • tot" O.C. REQUIRED ©-1' 114'0 TAPCON 1�/f. {�` �14.1HEX HEAD TFIf a000 IIF11QOt I 1 -" t140' HER MF1D TEN • ix' O.C.% SCREW • 4' AWN R£ONRED •�}/4• FROM j,,I ANCHOR I, EDGE OF I i_-{T 71 EncE OC 1U i V I f„1 � t 2S4 MAPS S/.S. NOL[! • Y 1 i 9 1/4' ot,t)" i/a- (a ref F14rL '11 1 1/2" EXISING OF TOP RA55 I I 3/iota Ett6TiNg p(''- {• ro ----a ALUMWW POP GtlSS-Il t r M POP RIVET RNET 6'-O• x pit +_.�yT//��-;= I MAX _.L PANEL IENGM PANEL a Y.t LENGTH IOL3 +W) Ita,� AT ➢rEwJP_ IIr _. _ Imo_.- �__lE�`_l= 1 e--'---,�= 0) 1 I/4� TO CLASS. OF TO CLASS. I O p•-'SEPARAIAIN-P/, SOIL R p � 2- tl -hWYBSCRE �l TV_r TM ANCHOR I • 1x O.C. 1/4'0 TAPCON /� J/ POURED-1-7 _ 2"N• W000 ANCHOR • 1Y 0.0 -� OR ; PlA1E CONCRETE BLOCK - ___i.'. ._ ._ I' IIEi UAM �Ly��L �AA�AS��1y��1yy�F RFWNtED. ' WONT-i;LUNTImi SECTION EZ1 SCALE 3/8=1" SCALE 3/8+1" NIIIHII/NNI 3A: EN,&L•'''.� FLORIDA BUILDING CODE Non IN h Velocity Hurrkone Zone) * MIN. PAN0. LENGTH If D. 44 aemo n1LO6 ON, r.1. SHALL BE 2'-6" *, '; t § 24 CAGE GALVANIZED STEEL STORM PANEL 1. INSTALLATION ARE ONLY VALID FOR MAX. A. DESIGN ' Q/z��i0�0 PRESSURE RATING +/- 40.0 P.sl. AND 6'-0" MAX ; STATE D IL E C O GLOUL PROTECTM�M PRODUCTS. LLC. "'. D PANEL I@ �`y10A: fCQR1O� T 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD , 2v N sr a>r >+,ww+weer n y+ RST�{smal PINE No 2, W/ SPECIFIC 20-175 MEMBERS TO BE SOUTHERN S/DNAI E"� ,`°m.+r...w Iw` aN,WPtG DENSITY OF 0.55 OR EQUAL / „eP DI„00➢67�e E! r x. [I[liiiwOE}FI4J➢eMRIEJMrt fYITER A XLLn 8., PE °'-w 44. , M91 11 ,P 16 ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED WERP. TO PANEL SPAN) TOP MOUNT(CONK TYPE AS REQ'D) S.,045 BOLTS WITH WASHERPD WINGNUTS FASTS OVERLAPS O I.aDSPAN (USE 'S �j APPROPRIATE SPAN TABLE) a 1 g D PLAN VIEW u� AEEd R0.156" DS�ay - BOTTOM MOUNT '\ (coNN TYPE \` REQ'D) MAY BE AT T _ _ f 0.375" A BOTTOM 1 1 TYPICAL VERTICAL MOUNT ELEVATION 1 N.T S. ELEVATDDN TOP MOUNT ir•(NAI-- LJn2e AS REQ'O).0121M BOTTOM ~•UCTION ,1 ouM (COIN TYPE AS REQ'D) -OBSfRtICiION O �;'; (LOCATION M TOP MOUNT (CCIIN TYPE AS REQ'D) IF MAY VARY) BOROM MOUNT (tANN Lrr16X BELOW TYPE AS READ) (SPAN OBSTRUCTION) PANELS MAY SE NOTCHED p5 REQUIRED, cIPTIONAL W'-20 STITCH BOLTS W1TH.wA6MERED PROVIDE] THAT CONNECTIONS AND ANCHORS ARE USED WHIO45ATISFT WINGNUTS FASTENED@ SPANS ABOVE a BELfhV OESTRl1CT10N. @ MIDSPAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION NOTCHED PANELS ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 4 PANELS 1 GAUGE i MINIMUM STORM PANEL SEPARATION FROM GLASS N2 ND ZONE4C (HV , WI ESSENTIAL AG)ITIEi E i 1 MAXIM..- DAA DESIGN allIA30'AB INSTALLATIONS 1E55 INSTALLATIONS GREATEA ' i PRESSURE � SPAH II ma.l SPAT THAN 30' ABOVE GMDE THAN3b' A40VE GRADE I (PST) / i_1300M 2161 606 _ 1 I !40 r.. 130.0m -ii •/�4S 130D nr 606. 7. 16,n 50 ! LTOAm 6 06 fn 2161n ! I IQ66ln !6O B32u1 6091n 251 +/b5 59A In _ 2_121n .170 - I�36A _6_131n � 6.I2M __ 2901n SNAN SLHtUULt NU I t5: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD S PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. PANEL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS ("F'-TAACN, STUDDED ANGU. ETC.). USE 6,27' O.C, PANEL FASTENER SPACING TABLE VALUES FOR ALI H"- AND'W44EAOERS (INCLUDING BUILD OUT CONDITIONS) 3. LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHHERIVISE USE NEXT HIGHER LOAD. 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE COVERING TO BE PROTECTED, 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES 1 THROUGH 3. THE GLASS SEPARATION SCILEOUIE IS NGT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED 1 LS R IRED. ,W '� MAXIMUM ALLOWABLE +" twit DESIGN PRESSURES: AS NOT- IN DESIGN DESIGN NOTES: SCHEDULES POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED W I•rl z z FOR USE WLiH THISSYSTEM SHALL BE DETERMINED PER SGGEppPVVIVE�tRRA17,TaaE ENG� RE3•1EM5 ASS S t n e 1 ; A DETERMINX:D N AN H AiCE 7 CHAPTER ° l 1609 OF THE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATVE DESIGN NJ > P LIRE Tr bALUES LISTED HEREIN fqi ANr < AS SH ASSEMBLY AS SHOLVN. m 'i It.i GENERAL NOTES; _ ti .2 H[6 SFK]FICATIOPN�N}AS 9EEr DESIGNED AND 6HALL EMRICA'fED PIN L! TEH "VE2MD�SH�E�COTTETION m2D1 FCHPEtOr000 5 E�ff7RAROR LHALl Ip E9r1GAT�E b o NAS BEEN USEDIN THE 3$MPS.LLNC RESPONSIBLE G TH18 Df311�r WHICH Q of S SHALL sit REEppuU3RXD ❑I CCOOMTAfNI, tFA IFANs AN CALCUI 11S AS p d I Mrs NOT PROVIDE [TION6 DIRCADNT FROM SNEER OR R1E06tERE0 IS FOR USE IE {JJ SO {- P°L ON MAXIMUM TESTED S "30j0 RACE 3 UNLESS NOTED OR E 30 OTHgeI -Y WWITX "YPEOF3CAT&Yls N �L ID UMaNI'M ASSOCIATION, CAL CODES 3 Pf' r C24" sTMuc-ruaaL4Vum KGl, ALYn:e�uM ALLOY. ALUMINPytILIUM SHALL6 EH0SaQS0TO ALL CONCRETE ANCHOR& PER TO INSULATE OR PROTECT ALL D PR@lEN7 Eil{TROLY5IE, iLL TES STRiXTURAL DEiM AS ]A. EWIPTA6EXPAEWLYPROVIDEDHIMEI6r NOADDTRONAL LPATIFICATIONS OR AFI9OUTTONS ARF r %DED. ;r ALTIAATIONS. PDDiT]OMB_OROTX ai MARIORGS TD TAPS ODLU14flNT ARE HOT PERHITTEb AN 0 INVALIDA'R THIS QRT]FICATMN 17. PANELS SHALL Be PERMANENTLY LABELED•Wrr" A PTiN[MUM OF (I) LABEL PER EVERY ].0 FEET, LaHTA1NING THE POLLOYnNG 3N W RM4TTON: JPIDA PREOl1C7 AViAOJAI NUM BER J/ Ila°1�f 20-31543 VISIT ECALC.IOfS1fi43 W ME I.,RIi- pNin ..A J.-rIl ♦. ANI �%YI ri nm •wNgWDlTer1"�u,Ha, las'Pm9 REWIRC® MINIMUM ALLOWABLE SPAN SCHEDULE �S'��Fr�i�Eli3�tFLitLltE�l��27. tT.�:�:�11.A7�OEi©tOF%si©Om©� JAiDI®0®t®(E�0(01®A P pia"�iM ...itt'�f1�0L'�..... 0'. �Ti7 7OwallZiilill" 3711�D..IliZ7®0 ®�"M....EM. . J c "^1�Fsz7©a w"Wa.E'i7F:.i.t®E� cuxOmolr3 Ai Tap ai io*rati�::reL uNCTra Liss m.r'i"�n,ose rartniH :Tait uaove,wi ilor ��A/33 aCClrrtAM3 J I I+0 SEPAAATI4.J PNCM AINA IS 4t4ulEE0 WHEN PANEL ILNGn, t5 tiNnA MAh MAT f6ftTy ,>A _ll APSPEf I, c O1lm o ALL &IL MDVNnN❑ 1 LIE C105UR RE / LL 140 AI MWNTS IN ,4IVE 4e0Vt. AASS slut-1 ClU 131 OF -11 NOT L7 O Rt0 W pl wrM-TINGn IRE NlUnox iR r3A56 s+w1 hz DFTaI u5[0 9VILilOVT ,IDINY ':OII➢ dV5. 41!4V DSa OH raI 1 tMA APJxlt3 TD 6n S :: (M W WR•I❑Ul STRLx HOLsS 4xD rANEl6 •emit W IM raNEi tF a rw ! z4+ PAS*[NEAS 1 1 v S a. M 0.0 Z p I. Aa I r4 TAX, M'..`YG.u9tIK, aNE(1, Or Ire OPn.ONh TOP 4NBDTTO.1 C]➢SUPES MA •A w ,J9 Mir MO r43 fn Sw1wN Nn•IE5E AWIW5 arF74NG LDM ➢ETA1c x'1. NG LVR! O]r,O ON 1 AP d r10PTTONAL INTERIOR FASTENING DETAIL N.T.S. P W41.11 U) y N iP M tA5 AxE1l STALJEL• rRpx Irv1MbN g � + ram,. O 114.1 i rucrNE SDI[W nwu K' Du ND,F w+PP NUY 6 WAyePED WtPpNUT 1x INIIM T4Ct Q '�]P.1-M.Car,E S[REW A I WAS ?1 L wIN61Ali I .NG`T ICDI SION 6Drt )AuOW tOx ro 4C1At2.N1 PANELI 1ANE" MIDaMt TrPF A! 6 X {7 Q 1 1{ no 91 RF0'DI _ $Ulf CaMN TYrt M.M. r E'uSnNG LDe,CKrt 1 DI - Lt°[Sa++N Arr,HDnb AT PJAOND p,I/,If Mf IBIV/IOR NMIOW e.Ofr a WDOP mANaxs KU[ GIY[N IN 4NrJnA SP.4'fNG TAr4E, a [qLT• rANEI AG1ACrM "O 20-31543 PQF53 MrJEI t OPTIONAL ALEGRESS PANEL DETAIL '5 Al rRANNn lVVOO PC F DKA dP )a81 _r-1990• 22w- ''IT '4�•,..r � D�4" 0.0 So" lu nluur 6 . 2 zsD^ o,7so^ p'p D.094"9 A94" '�' 0•.09�' i rL,A'u.' ,625" w F NGA,L712CJ" TYP IF nIR' 'D94" i'�.052. ~ �J.I ,+I°i lzon 259" -( 2,0EX1• -.I 2.DDo• rYP ,` ° W 33Z33 1'ISO. �"N' IfADu may]` HEAytlt r19IDlD•-vUr V hEAODt 4i{ J-PN1 C103t1RF a5nJ0 dNOLE �< 3.380" MAX. 0 31`3' y 0. I ll t I-F1.SL 1.560"F- --I L5b0` ll5]A 0,365" J1�765- 0.376" Etl D,L79"".4as'" 0.1gn0.6$" a.290"-"p l('SS 0350• L.007" 0•.133^ # 7L E IZ.500" PANEL COVERAG 9Lp.� -2-I�uF�r •am N 1+.B73`144NELLEN fi►( m II ti .1 LEA �1' I O, 4150' 0.250" r-OaSD" 4 j; p T- O.Q90" (I TT�� xqr tE N I C.S. 2S0.. N TYP r (•'Di�P°" 1.1 2 O AwK.vN k2' ,2 _ o.7L0" R0.135` .3DS SAD-OUT T' TRACK ^,A 1RAGR 6 1 C TaAGK AO4-4 N Nc r 0,957' PM 1 EG w - �y NqY cTs" ! 500" o.1zs' AINSILSED MCA nottsmum LJ J hit - Nr- N• �" I No-t1u (h OVERLAP 4" AVIX, /,�, WNIERpLOSURE DETAIL i %.25" MAX. } LJ D.188J Inrr -o-rRere .2.r MA1(. ,` a V i O +u v, BUILD -CUT we. d NI 1 !Fr rrl I DISTANCE c 4 6 I J n P rT t S,OOD° J •-I L• c+r:+an_: =rot 3 - Q .n Lc Io a 4aJ - I 4s +N.a EMBED R } •:2 P :R al :3®2lLP Mt ' ID00" -] ,Jot r rent-+' OVFRIAP .wi vW. 3 8 MAX d'iv-�ie�-et 'a ( 1 MAX 7,^V MJn uaNrl AP,Ixi I:I ,vlNr 1"loll 1M E ":Ac1P:•,,, c-N T3 u N TA. 1.500" Q d r - T ` LM1L ) _ UC. AAA• MIN �E ISDO• a UA at «Y J a II 4"MAX. 1 MIN. - ODm >.-'�t1S M IJ• IT L7rAw�'; -T+ 4 �LCORxE0.4O94tE i+ETgil IBED ,••+V• rP7rn . n. >1_LMPMWM CLOSURE DETAR n-e,tr -,r �¢^1 ' xrs€g9 t� ANCHOR SPACING SCHEDULE: 14 GAUGE RAVELS, PANII. FASTENERS • 12.V D.C. 2.5•' ®Gl DESTANM =1 W'F+ WIDlRaR ARrOR Paeeaan TVPB fear)t,i SPAN UP TO W-6' FirmUP C SPAN UP T 1 -SC CONK TIPe C2 C2 C4 OWre TYP! C7 C2 C Cd DOWN TVIE CS C2 C3 C4 ]4•,Y074'DIDm O DENKTULTGC011 al IP 12.5' JeN' ]4.T 99' 12.5' 18a' =2 68' I2, 9" 16.0 ALI 611" - 5' 12S 1i.0"3L8' &0 iz5' 164.62" 33" l23' D a-" 1 S." 5 1LT' SR 0• ]D 1 1001 S; 6B 3 42.1" 11 S" 16,a 6 ➢ 61' II.L. L4. 3.4. u 5' It". 1 a ]" 6 6 To.0. e ] • S.411 4 1 S. L 16.0' &1 ] F 1L5" fi 0 .1" 5.4" 12 5" 6 0 1 914 toter" I a'IMIII, ]3 (4"Y I-:W D[N iULTPACoB Al 41 J 49 q. Bz 12 S25" 16.0' 160 1. 60" 1 .5" 16 O' SEC" 120' 12.5 b.0' 13 " LO.i" 125. 160'16.0 9-.32.5' 8 21" a ., 12 " S 2A' 0 1 9 6" 32-5 fa.❑" Sa,9' ]37. 9 a 16 13LY 3 I2.s" 16 tY 11.9" 12 3' 16 0 1 9' D.5" 35 - 15 L9' o• x 0.5' 12.5" ]60' 13:9" OW AS' 126' 60 1 us' 95" o 4ryrr 6' MRFIi f 33 Au art9souDslr 41 49 51 t1'14Z'i IZ i1 S` 180' Sb.O 3a 0 12-]' 1a.0 15. 7" 13A 121- ter D ICU" Si 9" U.S. 16.0"16.0' 116 SI•S" 160"SEC' OB" 1z,5" 164 125"ID.7'• 12.5' 12 S' 16.0' 15.6 164" 1444 13.T 131E 12 5" 12 S" la IT 16 0" 12.5, SLr lM6 1114" 12 5" 12]" 16.01 16 0 12.51'' 10,6" 12.5 16.0' IZs_ 1 6-' 5' 16" 125" 6' 5" 16 0" 32.5" 10.6" IJ+" t rJN• HIHHI 33 IIrYMII gNrl NA,h - 41 4a X 5T )2 12- iY, T. Iola, 16. 1&0' 160" 16D' id 0 12.3 12 7" 16 D" id D' ULU • SS.T` 142" 11 1" 1251, ILS' to a is 12.6 12S 180' 16 )4.1' 2 3" 34 R" 15S" 11.2" IZ ]" lb-8' ]S.S• 112" -5 lz 16,0" ]6,O 13,4" 1L5" 360' SS.S" 3.Y 12.5 i 16.0" 35 5" 1 ' ,a' 1 36.0' 1 s 1 Y" S1s" " 1 s" iL t " 6.0" x 5' 1 2'• N. EDGE DISTANCE U D!]6'.1 wr"LNOLD 33 rl nNllN lrA,uN 41 48 sz 72 93 1¢WNI unRu:UN 41 46 52 72 ear` SI-5 12-5 6s" 16. 137'. e.25' it.1" 6.2!" 9.2" 6 18.0' 7:9" T 3"- 12. i' 15.6" 60' S.A.E25' 4 6.25' 13A' 3.2" S.0' 6 2!' WO 4. " 4AY 6,25" .7mm 12 D' 46' 30 7" .3" am 4,!" !,0" 6 25 12 T IL9' I!4" r I-I/s' rMx.n 3; nW AS. TAPCON 41 48 SZ 72 Sa.r 12-3' 'I' Sa- a Zr 303- 4,1" V' 0.23" 10.T• 41" 4A" d. 5' 12.3' 4,7 w6 625" 10.7' 4.1' 40" 6,25" 07' 4.1' 4.0" 6,2 1137" 4.1 6.25' 4 1 7 7" 4 1 4 0 6.25' 1 0 7' 4.1" 4. " D O s I/A•FIlM rNNF9 33 ALL DOWr. woo SET +1 48 71C ( SI 72 12S' Ia O'14.1 11 V!325' is❑" Sr T ' 25" 16 B" 4T" 70" 12.5" 6,0" 21:S A] 12.5" 160' 7.6 6"3' I?S' 16 D 7.8' 6.3" 12S 1s.d' 9.7 76" 12.5"125" 16.0" 7.2" 6.2' iL5• 11,T 1B.0'• &9" 161Y' 7 7' F.F. ]2:5' a.2" 12 5 26.0 7.7" 16 B.:, T 7" 6-2' i2.5' 16 0' 7.7 ' 16. D' 7 7" 6 2" 6 Z" i/H•.t 171. D"FD I-AII MRHPAIF 41 48 52 S' 160' 6.4' S.9" 6.23" 11,4" 4.4 4J' 623" 1d3' 4a 3J" SZ5 13.4'• 5.2 4,6" 21" G 93- 3.6' 3.3' 625• 92' 6' 3 3.3" 5 S Sl 4.4 4] ' 6 25" 9.2' 3.5 3:B 0•25" 9 2' 3.S' 6-2T' I0.6" 4.1 3B" fi, 25 9,2 3.5" ;3" 6'3 5 8 AS' 2 39" "', 214' MG! WSTANC! p y5 'r MW1 •GRae ABCNOR PRCasurE TYPp M► NP7w nP ID '-Ir fA ?M u.Ir a xw1N IP Ir M1IIP CONr T1TE 17 Q b1 earn l'ATe C7 C2 C3 C4 GONG TTPE ci c2 f3 c4 ]3 Iqt W'Itl-w 41 48 52 72 1 .S' 6.0" I6.0 ]09" .S" 60" ib0• 2 3B tZS 36 D 3C0 &8" 12 S' Ile0 i!D' D.1" ]2 r 16❑ ]4D' 60" 11. 2 5 ] 0 160 4. 7.S 16 0' 14 " 611 .7 1 2 1 .S - SdD 347 P.0" i15 aals ]fi.0 ]b. 14.0. 14,7 69' 4 a" 42. 2 12 r 160 16 D' ii.7' b 14.1, A ❑" 1 1 2 T' 7' T • a '• ]6A' 34 .c D .11 J 1 UT t3AO¢'- 33 W 44DiclaN 41 46 s2 72 2. ' L S 16.0' 160P 121L 12.5 i6.0' 111" 7 D 12 S 16 0. 10.8' 6:2" L2.S lea' 1 1• 1 4. & 1' 2 1 .S 16.0 9 7' S 6 12.5' ib 17" I.L. A L2.5" u.s 1115 16 0 1L0` lelr u.l' 14.0 96' 7,0' 64" S.6" 12 S' u.T 13.5' 16.0' la a' 160' S.A.. $ri+ - 9a' sot 9fi" 5:6" 12.Sr" 1ST' 12.5' 1i D a S,6" 16❑ as• Sir' ,0° 9,1V S.6" 3 114 ,I-AW QVtKD 73 RD TAP 4 'crAs• 41 y 48 T III S2 72 12.5' ] 4" 1& & 0 I2.5" i6.0' 11 .5' 12 .5' ` - 0. ' ,0 i Y C s" " .a" 3a' L4 i 8 ' 1L4" S2 .s" 12.s" i6 s' 16.4, 9 . 2 9.1' 12.5" 12. ' 1&8' 9.2" 18A" 21 t2.5 13.T 160" 105" 140' 9.1 12.5' 12:5' 16.0" 16.a' S. L' 9.L' 12.5' 32 f" 16.1 9.1' Is.[ O-1" 7]G'T j�B m@ 33 nil l<In+ H "AJYS"t 41 wWD NLSMOc 48 TIC N,alOri 52 I�0 72 L2,5 16.0' 8. 71". 1 -S' iS,S 60' S 12,5 13.8° 'S. 45." LLT' 1&0• I. R•' l.9' 12.5' .25" all" 4. t* 6.25" 12.4' 4.9" 4.1" LL5 1 ,4'• SA" 5 6.25' 1Ll' 4.7" 4,0" 625- 12.T' 4 " 5 ] .1 .S 4,7 " 6.ST' 123" 4 •' 4:0° .7 i " 6 5 ] 4 " x 9" 4:T 0 , 2S' 12.3" 4 7" 4.B" 813?' 12 3" 4.7" 4.0" a.2S' 123" 4.7" 4.0" ANCHOR NOTES: 1 ANCHORSCHEDULE PPLI DA PRODUCTS CERTIFIED HEREIN, APPLIES LLPR CERTI H N BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING, NAM MUM ALLOWABLE SPANS AND PIRESSVRE5 INDICATED IN SPAN SCHEDULE SHALL APPLY 2 ENTER ANCHOR SCHEDULE BASEDOV PANEL FASTENER SPACING, THE EXISTING BTRULTURE k3ATERIAL" a ANCFgRTYPE SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SH URER SPAN.SEtea CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CCt NDEFLON (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF coNNEC11ON TYPE). 3. "PAWL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS ("F'-TRACK,STUDOED ANGLE, ETC ) RSE H.75"O:C PANEL FA5aENERSFAC3NG TABLE VALUES FOR AL1. Wit• AND "U'-HEADERS QNCLUCII NG BUILDOUT COhOITIONS) 4 ANC110R5 SHALL. BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS S, HOLLOW BLOCK HOST STRUCTURE SHWLL CONFORMTO C90 SOH tRACIt, 6. MINIMUM EMBEDMENT SHALL BE O NOTEDCE C ANCHOR SCHEDULE. 7 FINISHES WA FINISHES SHALL �sTA NCE EKRU X COR SH W E AM,VERIFIED BRICK, AND OTHER 7 WALL FINISHES WALL FiM15HE5 SHALL BE UNITED TO 1f4' MAY. (3R SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. d CONCRETE ANC-qPb NOTED HEREIN SHALL BE EM8EDDED TO UN -CRACKED COWNIE7E ONLY, 9, WHERE EXISTINGSTRUCTUfRE IS WOOD FRAMING EXISTING ON ONS MAY V, AXE+ NG C OIR VAR FIELD VERIFY THAT FASTENS ARE IMOA ATE WOOD FRAMING MEMBERS, PLYWOOD. M FASTENERS OR S PRPIE M Ht5, NOT PL W D FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED tit CENTEROF NOMINAL I" X 4" IMIN.1 WOOD STUD ('A" EDGE DISTANCFIS ACCEPTABLE FOR W000 FRAMING), WOODSTUDSiALLBE"f;WTHERN PINNE"G-0.55 OR GREAT�LOENSITYLEA. SCREW SHALL PAVE PHILLIPS PAN HEAD OR HEX HEAD, IL REMOVABLE ANCHORS ARE. DEWALT PANELMATE, ALL•R ORM SOLID -SFr B BtiAS BUSHING L2. MACHINE SCREWS SHALL HAVE 112` MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHEP A PAN HEM, TRUSS HEAD, OR WAFER HEAD (SIDEWALK bi U-N.O. 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OROTHER WALL FINISHES, it, M DESIGNATES ANCHOR CONDITIONS WHICH ARE NETT ACCEPTABLE USES. 15 * DIRECT MOUNTING (DNOITtONS. Lt. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULE5 U5TED'ON TIOSSHEEP ME Of u N N Cn -Cu OL L a Q cc:) O C tB � O '�^^ O O Q O W O U_ .w-0E0o LCL ty L u Pig 44 II PFA Iff ir M N O N C" NJ N C7 M m C-4 LA- oX N C y] eV t N Q O CD fO N X N 07 0a :' ✓ f� E CZ cu C;, ':� C f0 OJ O] iC O G� 67 A a a� N C � O 0. Cn W C_ -*--a Cn LL U) iL CL �A U Y / encore WW ZZZ G Z Q J SHEET NO. SH 1.5.