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HomeMy WebLinkAbout6402 Back Forty Lp1 II AS or AS. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF or A. F.F. Above Finished Floor AHU or A. H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF BIfold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Sm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONNorCONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Obl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DIN or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electncal ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FIG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Flr. Floor FLR SYS or Flr Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galv. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int Interior KIWALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) Pl. or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing READ or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening IRS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SO FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Souther Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert Vertical VL or V.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/12 1.0 NEW BASE PLAN 06/25/12 2.0 GRADE BEAM FOUNDATION 08/11/15 3.0 2015 NEW CODE UPDATE UPDATES 06/01/18 4.1 REVISED SGD, AT 1-1r-A r% REV. 06.23.22 06/07/18 4.2 REVISED DINING WINDOW TO 35-SH 12/19/20 5.0 FBC 2020 CODE UPDATE Im IF= F*4 ISI AAL 11t 10M 1763 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 7 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. �a N 0 N N O_ Q -o d > W O t/ G r- c co cw C. — m L a ,- cn co o CA cc Q a� ev Y .�+ N 3 °i o c ,-. _ s 0 CT) C E e0 � p` u L N �ti�:asarallr�s� m aft L E 1,1I - cz ✓ tvo To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 0v E 8 v � S 0 C"! W C a in-1�1? di M q 2s2s u 5 LL W LL LL S D_ J W Z 16 crn a 13 rao 7S C �a (; > O W gN Z Q Z NIL Z N OU W ❑❑ Z N z z o a lV aX w � o m v W O w s N c m t/) :) U) � c W x L c Q °° S o � � W ZZ M o � o. ZO >o p E U n- w� z® oa F- nJ E as Z o DU o Z coo r0 �z w� � � Co Sao Y mi Z ZZ�z 8 C ox az WT 555� wLL �w 8 �O _ w� ° 3 �O = ;6 O to C N (0 to N ..-. � N o N a. (n m J N I'%1 O LO +"r 4-1U- O Y O m N m N Ln r Q C)Q s— m N N �; o Z Z E N ii o a; v Q o JOB NO: 23-04653 SCALE : AS NOTED SHEET NO. C IS O. BATH r TEMP OBSC 4 O 00 � h O. BATH r KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O.ON PLANS VARIES, 2" LESS THAN CABINETS BELOW T- MIRROR SHWR. SHWR. CURTAIN HEAD VA / ROD TOWEL BAR IN 1 ' 24" TOWEL BAR w 15 ON WALL ABOVE TOILET TOWEL BAR TUB OR SHWR. - � ON BATHROOM WALL MEDICINE CABINET Q VALVES® TOILET �9 SOAP II- PAPER fD DISH r HOLDER 4 a oZ oZ C, nt TUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS DOUBLE RODS OP ro VARIES PER FLR. PLAN SINGLE ROD TYPICAL HEADER HGT. KITCHEN 42" H UPPER CABINETS - 36" H UPPER CABINETS - 30" H UPPER CABINETS - OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT " gp BRACKET 36" H BASE FINISHED CABINETS - COUNTER TOP 30" H BASE CABINETS - 94 f; LL .y n a O 1'-2" a t� 59 2x FRAMING 1/2" GYP 7 BOARD Q l 00 CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING c 1'41 1'-4" "L" SHAPE CMU COLUMN ■ ■- - - - - - - - - - - - - - r r r, LANAI I 8'-8" FLAT CLG. A.F.F. I 0 9'-8' 10.4' 5'-0" Q I I J TYP. @ AC PAD I I I O I S6 2-STORY O HEI 6068 SGD 1 35 SH r' r ■ _ • • r r -_ 1 ALT � I AC PAD I � �I - KFST� I� 11 �' - - 8'-8" FLAT CLG: C&ITI LE - � r DINING 8'-8" FLAT CLG. '- U CARPETUX B . CV _ 2 2068 ! - S6 � I I �I I TYP. @ N '-0' &-6" -- I o III - 2-STORY ao I LO--JII W CL II 1 co O 0 O I 11 GREAT RM z! O _ Y �0 II ^ 8'-8" FLAT CLG. CARPET Z I I - 1 - I_ I I II Cl) - -�T, 18 - - 1 8' 8" FLAT CLG. R I I TILE I PLUMBING LINE - l I TO SECOND 3;-0„ „ r 8,-4„ 2'-4„ 4'.4R 4 FLOOR I -�L - M (3) 2x4 #2 SPF 1/2 WALL 1:A STUDS W/ (3) OR RAILING N I I 16d NAILS AT PER SPECS • - o _ - BASE _ FLOOR G.T. I _ _2608W v f I I BF I I I I P I �d� 8'-8" FLAT.CLG I TILE' 116 115 I h l 2 Fj I PEN 1 I g I I II I I I I A - - 6 4 S3 ' L _ I- _ _BV. -TQ WALL rL4' FLOOR G.T. (3)12-A #2 SPF ST JDS W/`USP EDGE (ZSHEAR OF SLAB 2" - W BEYOND WALL ; HTT, 1.6,@ BASE - W 6'-4" 4'-5" T-3„ T-0" 2 O cr BUILDER TO PROVIDE Q u_ P W APPLIANCE PROTECTION S4 Q C WHEN REQUIRED PER FBC v0 -FOYER 8'-8 FLAT CLG. TILE w j H1 S3 W0m ZQ O z W/ USP L116" - TA18 STRAPS r t • a (CENTERD) EACH SIDE OF - J - J Q WALL TO LOOR TRUSS 00 D I I O S6 U ABOVE O.C. 0 1 1 N TYP. @ w w W - I I 2-STORY W J GARAGE m� W 8'-8" FLAT CLG. A.F.F. 2 O i r - b 19 N "~' ENTRY 60 _ I I ~p Q w - 8'-8" FLAT CLG °' z 3: a: - AFF I I oA -------------------------------- 9 II TYP. @ I I SINGLE • 1 FLOOR G.T. I -------- 0 •- - - - STORY - --------- 1 j 8"x16" CMU COLUMN N I W/ 6"x12" ABO 1 E I 1 12"x12" CMU w/ (4) I K INTERGRATED INTO I - #5 VERTICAL o HB I S4 �,P @ WALL W/ (2) #5 1 GARAGE VERTICAL I co �-- - - - - - - - - - - - - - - - - - - - - -r ----------------------------- 16070 OVERHEAD DOOR 0 OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 ( +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET OH SEE SINSHEET � 40 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 18 21X 251 S.H. 13 20X38J 18�X37J S.H. 14 20 X 50 1 18 # X 50 S.H. 15 20X63 18}X624 S.H. 16 20 X 72 1812 X 71 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 11-13 27 1/4 X 38 J 26 x 37 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 1 H5 27 1 X 63 26 X 62 1/2 S.H. 1H6 271X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 2 X 37 3/4 S.H. 24 37 J X 50 1 36 4 X 50 S.H. 25 37 J X 63 36 X 62 1/2 S.H. 26 37 a X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. 32 54 X 26 52 1 X 25 1 S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 50 J 52 2 X 50 S.H. 35 54 X 63 52 1 X 62' S.H. 36 54 X 72 52 1 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" 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 C FIRST FLOOR PLAN SCALE: Xa"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped With solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply With Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. 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. I M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 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 Cn N cm N N W G Quo a cewN N C IL d •y cc N � Q � N 3 =' w d d tj •W u d fA Ci E o a u Ch 0 C'V CID CV r� C` G . • sir To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 E v 4, 53 C W in�� M CD * LL ll. @ LL lL W 55 a � _ -� a W ao fi� M 04 ILZ N fh Z Q I- N OU 0 W "= W ❑13 Z N 8 z a Ln Z v _ N LU � V 0 w s N c m E L I c � 0 M s�o � w Z J o LL E �o wo >r a w'zzQ E U da w U o p¢U Ua ZcC31 CO (16 < i W Z c'n M c O C ai a~ O� mo ZLL z aW 8 3 �Z Z W�.3WW .0 '01- �LL �� = r O C•7 v wO f-" 0% � d 03 > L0 O 0 N N co L0 N N $ J 0 U) °° N LL o Ln � O LL C:)CIOm (0 171) N N Ln 04 ci N (� N �; q* c ? M z E NM M C a ci JOB NO: 23-04653 SCALE : AS NOTED SHEET NO. 1.1 3/4" PLYWOOD DECKING—-, FLOOR SYSTEI q1t CONT. HANDRAIL RETURN TO WALL DETAIL SCALE: NTS STAIR CALCULATIONS: TOTAL R ISE = 10'-0 3/411 if (16) RISERS AT 7 -9/16 1011 TREADS w/ 3/4" NOSING 42" KNEE WALL WITH 1x8 CAP & CASING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 16 15 36" H. CONT. 14 GRASPABLE RAILING 13 11 1 Ce) 12 .10 UTREAD 1 0 11 9 1 oo (TYP.) I STORAGE 8 UNDER 7 6 STAIRS 2xFRAMED 5" WALL 4 1x RISERS (Ty P. 3 2 2x FIRA�MED (3) 2x12 WALL STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK if W/(2)- 1/4 x 3 1/2" TAPCONS @ of 16 o.c. AND 3" FROM EA. END.- TYR STAIR SECTION SCALE: 1/2" V-0" SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1, STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 0 LANDING FRAMIN( (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS CONNECTTC PLY SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER W/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 42" KNEE WALL WITH 1x8 CAP & CASING 1x8 CAP & CASING 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 81-011 2x4 SYP#2 16" O.C. SPF#2 91 -01, 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- F 25'-0" 8'-9" T-8" H1 06 H1 0/16 TYP.@ 2 ED2 CORNERS 11 3H TYP. 25 ISH U.N.O. TB 60"X 3F 36" EGRESS* EGRESS* SHOWER ER C 0 10��, FIBERGLASS JU SS ND SURROUND OWNER'S TP �PC :C 4?_91 LT - T-o" - SUITE CV) - kT OL. BAT 9 Z10 8'-0" FLAT CLG. 2766 Z668 CARPET i 2068 2W T G. 8'-0" FLAT, BF BF U) TILE G.T. 00 _" T-15" 3' _6 //`h-10- - - - - - - 16-8" 4-SH 4_SH r�MWWAA A SWO Sim. W/ (1) MSTAM36 STRAPS @ BASE TUB/ SHWR TILE TO 7' A. F. F. C14 H1 >1 kD)2 DRYER VENT THRU SIDE WALL- _J HANSON BOX @ 36" A. F.F.- WIRE SHELF @ +54" A.F.F.- f J W TYP. U.N.O. - 3"\ Sim. W/ (1) MSTAM36 STRAPS @ BASE R&S 4\ - - - - - --- - - - - I -Vvu-" 81' 0" FLAT CL 2068 (n I CARPET-0 rATTZ, _ 4H 10H AC CESS.1 Lo j 11 LL------- T_ R&S 9 73 -7 A-2 00 8'-O"-FLAT CLG. cD C14 TB co TECH CENTER I I - 5068 BF I I D I LAUN 8'-0" FLAT CL( TILE T-111 T-1( 91 BEDROOM 3 8'-0" FLAT CLG. CARPET 6R 0 BEDROOM 4 8'-0" FLAT CLG. CARPET /2 WALL OR RAILING PER SPECS -1/2 RA 2668 HEADER SCHEDULE MARK HEADER SIZE REMARKS <�> (2) - 2X6 #2 SYP W/ 1/2' FLITCH PLATE - 2X8 #2 SYP W/ 1/2" <�>(2) FLITCH PLATE I (2) - 2X1 0 #2 SYP W/ 1/2- FLITCH PLATE <�> (2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE <1�>. (2) - 13/4' X 11 1/4 LVL 2.OE Fb=2950 (2) - 13/4" X 9 1/4" LVL 2.OE Fb=2950 (2) - 13/4' X 16" LVL 2.OE Fb=2950 <e(2) > - 13/4" X 7 1/4" LVL 2.OE Fb=2950 (2) 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG 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 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS 12 111111MI W 0 1 V-1 Sim. W/ (1) MSTAM36 STRAPS @ BASE 1 TYP. U. N. 0. U) W =: cr Cn 0 LO LU C14 kD)2 2668 BF < Bun I v'ml I E I I JF1 50681 1 -G.T. - r�i. - - 4 13F L 1 V-2" - 21 I- I U) Ioa cr BEDROOM 2 8'-0" FLAT CLG. CARPET E-=% I EGRESS*I 1 11 E I EGRESS* - I 25 SH 25 22 39 (C (12) % I q)o D1 D1 i I JAMB STUD OVER ENTRY TO BE CONNECTED DOWN L J PER DETAIL S/D2 6-10" 6-10" 6 -8" 1. 6-8" C14 Sim. W/ (1) MSTAM36 STRAPS @ BASE OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -32.2 +29.7 /-39.7 +28.3 / -30.8 +28.3 / -37.0 +26.6 / -29.1 +26.6 / -33.5 �� SEE SN SHEET H N SHEET MW140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE I 1 +29.7 / -39.7 - I WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18JX251 S.H. 13 20 X 38 3 8 181X37i 2 S.H. 14 20 X 501 18 JX 50 S.H. 15 20 X 63 18 1 X621 2 S.H. 16 20 X 72 18JX71 S.H. 1H2 27 1/4 X 26 26 X 25 21 S.H. 1H3 27 1/4 X 38 J 26 x 37 S.H. 1H4 27 1 X 50 5 8 26 x 50 S.H. 1H5 271 X 63 26 X 62 1/2 S.H. 1H6 27 J X 72 26 X 71 1/2 S.H. 22 37JX26 36 � X 25 1/2 S.H. 23 37JX38i 36 1 X 37 3/4 2 S.H. 24 37JX501 36 'X 50 2 S.H. 25 37 34 X 63 36 1 X62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 7312WIDE S.H. 32 54 X 26 52 J X 25 S.H. 33 54 X 38 J 52 � X 37 J S.H. 34 54 X501 52 1 X 50 2 S.H. 35 54 X 63 52JX621 S.H. 36 54 X 72 52'X 711 S.H. 39X59 40 X 59 N/A S.H. i 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. Windom: 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 Y2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handralls: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. 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 verticalty 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 I any soffits protected on the enclosed side with 1/2-inch gypsum board. SECOND FLOOR PLAN SCALE: X"=V-0" R302.5 Dwelling/Garage OpeninglPenetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.1 1, Item 4. R302.6 DwellinglGarage 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: e From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. 9 From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. e Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. o 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. WALLLEGEND 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-1 1/R-1 3 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACEr" R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/13-13 KRAFTFACED (GARAGE I LIVING) :I- :b. LU C3 -C L_ = ME CL - C= = L�l C= E cc W 11 La- >< c- Cc C= C-4 Cc e W = CL= W cc W CU .!= CA CL C�3 C14 CD !E�4_ N % L . No 7- ... Z To the best of the Engineers knowledge, information and Wief, 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. 114 W 11-cl E ic - m 8 C4 S C 0 (0 0 to- - -, $ V 111111 U:31 11-0- rl� 9 R N C) uJ -_ LL 0 -J Lu Z M's - Q. 0 ma 0 i 90,� 0 G ! 0 W :, . W co M W Z - & 0 IL C14 d6< Z U W CIO co oo < C� C1 4-1 0 V) C__ Ln A < C4 m Z Cn U_ g E T g E 0 y 'zo ou M , 0 - C1 8 E R. 8, 0 z Z t , -8 z = -16 < . 9'. 2 0, '0 w z, Z .. .9 �z < 8 Cn z zZ W 9 3: wo �r 0 5 o- 6 3: .2 C) 3: 12 - -�! Lo _J 0 6 It cc (9 co LO CN 0. 0 L0 < 0 _J L0 0 LL co 0 -1.1d L) C:) CV) -0 ca C'4 cy) C0 0 LO 04 0 14T 6 E 41 C14 0 Mt 0 M Z :3 E 4�) M C M E 0 0 M 0 0 -1 a I _J JOB NO: 23-04653 SCALE: AS NOTED SHEET NO. 1.2 T 00 EXTERIOR PLASTER ON FRAME 12 5.o FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS HDR. EXTERIOR PLASTER ON FRAME FLASHING­­,,� 41 ---------25- 1--------- 2ND FIN FLR T.O.M. N = 25-SH --------------- TEXTURED FINISH ON IN FIN FLR FRONT ELEVATION - B SCALE: 1/4" =1'-0" 1 RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS SCORED STUCCO TYP. I I 12 12 CJ 25-SH CJ 14.0 4.0[_— —-------- CJ/WEEP — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — OP v F 25-SH 25-SH — — -- ---- TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) RIGHT ELEVATION - B SCALE: 1/4" = V-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. 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"A" 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 eh N N� Q e o C cc V N N cc IIr �- cc H 3= �Y 2 4J 3 3 u am m m o N d'n E /C O a u M 0 CV CO GV :: I'' v A.F is A••. ,C} s a ,.1.✓ ��_ • `' , F' 7 t375 �. 1; To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W H 0 co 8 0 di fnN O LL a ,^ a1M J , C J LL w LL LL a J (0 C 0, o Z L£ A O _ W Z ILOU laN� rn N d J u4 Z a N U Z W co ❑❑ M 11! � z z C, kn Q) Oro - N z C9 0 C1 4 0 w N V � 8 Yn c N �� => N— ® U) U L1J J �— E t $ U o Y • N � o N o w Z a p cc U o� �- z• °wX Z ro rp 5Rg 1a�Z �o 02 w W I- Wz 8 Z J <o T �a m� o� >z � j ab �z 2 W �. m 81 LL � 0 5. dZ 5 W �G it z 2 �3 ZS <" QQ r c7 V za 0 �3 4C �L J 0 � N co Lo N ^ N CL $ N � � J U) Coo N Lin CD O Y (a N m N LO to E Z N N CV c Z W a 0 � a o � JOB NO: 23-04653 SCALE : AS NOTED SHEET NO. 2.1 , , , FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS ---- --— — — — — — — — — — ----------------------------- --EXTERIOR PLASTER ON FRAME 25-SH 25-SH CJ FLASHING 12 14.0 ---- -------------C-JNV--EEP - - - - - - - — 35-SH R--- I -------------------------- L-1- 6068 SGD TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) REAR ELEVATION - B SCALE: 1/4" = V-0" 9'-0" RIDGE VENT 12 z �� t -' - 5.0 T I r r L . -- l T_ — ._ n- 1 .ti A _ �_ _ _ - i I J — - — _ _ T ------------------------------- M11 ------------------------------------ =I 1 H3-SH 24 SH FLASHING 12 CJ CJ 12 ----- ------------------------------ �4.0 CJ/WEEP 1--------- - — — — -- — — — — ----- ----------------------------------------------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 2'-0" 1 H3-SH -----------------------------------------------------------------------------------------------------------I---FI TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) LEFT ELEVATION - B. SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED, LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 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. R703.72 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N O N N c 0 ;W W CD aI o �'Omx Ro Q � >E�_ � 3 To a asU s � d W {rp T >. Cc y a c � a fM No CV to fV ` T C" F Al To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) Q E O Mg v C O N Cb � 00 tll r� ni a _ M ? LL LL -u w M LL LL a Z —vim a Y OC W @ C F 0 IL Z ��O_jO' m w � N Z d ZN O U run W ❑❑ (9 z N z � z V) - N .2 z ■ o is O w g N c U w _ m t Cf 6 � Q �Q s oZ w M M z O Z Q g W E Z o fa > n a O E U o �i z® as I� r0 O U a oO Z G O K W W w M cn Ca c ¢o W m0 o� Z Z m N m Q W 8� 058 zO WaZ T O m g N W F 2� o W� �5 ;o v a zI< a 3 c� 0 > L6 m 0 N co Ln N � N o N J � (n m N Ln LL O 0 c0 N m N LO ai CD N o 3 N N Z Z E N W E U a w c a JOB NO: 23-04653 SCALE : AS NOTED SHEET NO. 2.2 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 LIL 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 LIL 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 LIL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FEPF- DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH j3 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 O RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �BP 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 �]M ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN L J � a CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER �5 200 amp 150 amp UNDERGROUND pis SERVICE BY POWER Co. INTERSYSTEM BONDING TERMINATION PER t to lights & outlets ? to appliances and GFI l to WH to Range to HVAC 200=4/0 in 2" Conduit 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS— !�-----LANAT-----1 I ��\ /�> I I I GFI I I l.l•I. \ I DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS— AC PAD WP GFI DISC. h I 1 DINING C5150\ y 6-0" LIGHT AS PER SPECS U.C. OUTLET SWITCH FOR DISPOSAL SPEC 3 & 4 KITCHEN GF PENDANT LIGHT PER - SPECS / GREAT RM - GFII r j 0 GI _ I 12a I U.C. OUTLET FOR OR OPT. • o Y_ I I � '_ �� Eo I I GF I I(/� FAN/LIGHT 1 I SWITCH FOR t OPT. CLG. FAN/ II DISPOSAL I \LIGHT PRE -WIRE GFII - - I - — I II wcr - - GF f / �L� ` • o 1'-8" N 1'-10" I I I 3 - • 1 I I T L S I I I I I I S 1 1 HI N I I DR L L_ M I I I I 1 11 - - - - - - • Fin - - • GFI @44" FOYER - W.H. A.F.F. � I - Z W I F- d vQ I • • • 1` / GARAGE I WP U LIGHT AS PER SPECS GFI • > w \ / ,GARAGE GARAGE- / DOOR GFI Ir-------------------------- ---� a I I I I IRRIGATION GFI I . I @ 44" A.F.F. j ' • I I I \ I I I � I I � I as ------------------------------ COACH LIGHTS OR PREWIRE AS ` PER SPECS 'W LJI WP DB GFII I I I I I I I 0 I I I I I I ENTRY I I I I I I r-i I( II ALT I I I AC PAD I Il 11 F-------------------- 1 I I I I I 1 I I I I I I I I I 1 I I I I — — — — — — — — — — I �p�IC RECEPT. FOR y ALARM SYSTEM Le- --_J OWNER'S SUITE / OPT. CLG. FAN/ I / LIGHT PRE -WIRE 1.5" VTR 3" VTR IIII III � I �I I I I I I I I I r� I I �A 3" VTR lil_ I � I S.D. WC V 3„ o 3„ / /OPT. CLG. FAN/ LIGHT PRE -WIRE -2BA j2 PROVIDE PHONE / CABLE AND OUTLET AT TECH BEDROOM 4 CENTER / S.D. PLUMBING RISER - SCALE: NTS NOTE. PLUMBING RISER IS SCHEMATIC TO 3 4 1 BE VERIFIED WITH PLUMBER o T I - I S I H WI G AU g L I GFI @ 44" A.F.F. t H A\A I OPT. CLG. FAN I LIGHT PRE -WIRE BEDROOM 3 I� I OPT. CLG. FAN/ SIGHT PRE -WIRE BEDROOM 2 I � I I I I I I I I I I I I I I I I L------------------------------------ J IIt 3" ELECTRICAL PLAN SCALE: /4"=V-0" N N c N > > W � V N �- .y N O O 1p a7 c r c CD CD � 3 °> u d N Q� c E �O o a C+ w C'M N N N =P'. � I`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 vE Q p Cl) - V ;; ie o��o c � L0 (�N0`�• M v LL a C ' -j LL W J LL LL Q. 2 Y Z z � W z m r13 0 - ;; O W - ZO o m Z N N Z Q 10-- IL OU W o0 z pNp pQM L7 pp z $ Q t✓1 z � � � o fU) �6 W U � c g �N R LU � � � ice•,.. c Q Y � o � J� <Z w E O Q N p � V W z Ka oa H tp M0 U0 �Z �¢ Z ,c ro �� w= �w to rD ¢ i .01 W M m 0 ° ZF Z1, m 5 J ` a w �z tJ) Fm a no W Z = Z o 0 IIIIIIIIIII' M r N 0 003 `� Lin J O T � N N CID LO 0. N $ N J Wm N Ln 0 � o Y O -0 ccv N N LO T Q CD r ci M t N N �; c Z Z E N 42) E 13 a U Q O JOB NO: 23-04653 SCALE : AS NOTED SHEEP NO. 3 ZONE-2 ATTIC SPA 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 of vented IN. of of ventilation to SQIN. of SQ. IN. of Ventilators ventilation 30ffit ventilation vented be provided . Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.0 0.0 Floor 97 93 13 47 3 23 0.0 0.0 0.0 (Zone 1) Main 0.0 0.0 Floor 60 58 8 29 2 14 0.0 0.0 0.0 (Zone 2) Upper 9.0 1.0 Floor 1071 1028 147 514 37 257 273.0 (Zone 3) 135.0 138.0 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN-B SCALE: Y4'=1'-0" c+� cv 0 0 CV a) =o W C, aC- o Q = l0 --ocox V) cc 4 � C-4 � m co C 3 iQ L C Cz IA C <v a fV O N to N �l>a 'R To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W11- -- E o co) 8 cog C� 0 W! � 7 N 0 # LL Q C LL .J W U_ a w _ Z cc C rT 4 0 _ V L � o13 a' O j f0 N ixw ILWW�Oj°' u) M Z IL ZCo ,n N OU 0 ZV W El z Q E3 M i) z .0C2 �� Cn LU O w o Ln cCN •s w u F -- L � ® I — II c Q Q w M o 55 Z ca E o s E o t_ V sLL ri =® ❑a _ ro 0 �a 00 U Z E N ao S� aw i rr � cri az 0U m0 0, Z' z M W J 0 ° �z § a 0 -z 09 ww W` M �M M wa l¢ a0 � z 01 0 3 > LO O W N N co LO N LO $Cr J N L1 U F3 -�s m N LO F— +- I° r%-,% O Y � M co N 0-) m O LO T' O r CO ei E N N d Z E N N W c E y JOB NO: 23-04653 SCALE : AS NOTED SHEET NO. 4 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU ----ram CONTROL JOINT DETAIL SCALE: 3/4" =1'-0" #5 CONTINUOUS "F; d�; .' q '•_ REINF. SEE FND. FOR •,;';; •k QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. •, = •. - •. ; •- ; : .'Alternate: ►" . "=�� %; "�' ate-=--. •. The reinf. bars shall be CCC �" � — �_-- ��z� �:%. • �r• • �• �r. ;r.: • �r Cont. around corner by cold • bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" 0 n cfl O z PLUMBING LINE O SECOND FLOOR 0 00 0o 25'-0" 1'-8" 1, 10'-0" 13'-4" 1'-4" . 714" 2'-0" x 2'-0" x V-0" L2'-0" x 2'-0" x V-0" W/ (3) #5's E.W. S� /_VV/ (3) #5's E.W. AIM ---- ----- J3 I I � I 2'-0" n14"1. 6-8" T-10" V-211 4,_8,• 1'4" 1 I l �„ I M I AC PAD ■ ■ • • ■ I ■I I■ I/ ■ It I I ALT I I AC PAD I I - - - -------- - - - - - - - - - J------------------rI II - I II `� I I PROVIDE: 1-1/2 RECESS S6 TYP @ v F R SG DOOR. REFER BASED ON 2 STORY HVAC CHASE I jTD MASON'S SCOPE I LOCATION �� ■ I F R WI H I I I ■ I o INDICATES FILLED CELL I I I M I I W/3000 PSI CONC. GROUT j r FROM FTR. TO BEAM W/ 1#5 Ili I C.J. _ _ REBAR_VERT. ABOVE SLAB. TYPICAL @ ALL PLACES I / S6 I I SHOWN HOOKED FTG. TYP. @ I DOWELS 17" EMBEDMENT I I iv 2 STORY I r - - W/ 25" EXT. ABOVE SLAB / j "' j t o Ij j "GRADE 40 STEEL" j ■ aRol II 1 I � ■ a q � "'CIO- x I II 111 PSI CONC. FOR HERNANDO COUNTY ONLY 3Y2" MIN. 11 PSI CONC.OVER 6 MIL VISQUEEN VAPOR BARRIER �■ 1 1 , • CONC.FIN ` .� 1 1 1 1 1 1 1 CPA (3) #5 E.W. 1/1,1111 7 rf� 1=04 Aw ���'ItAA11� MUN STEP a;�+uwnt�runt,�ttrurunt��nurtmt��xru►w�ti �3':__,_�.:•ir,�++tnt;�.runt,�+taw�r+�•nt,�tttw,�r«wrtr����+:rn �►���� I, Q DOWNi ^%1F ;o 1 ® 1 • STORY n I L IBUILDER TO PROVIDELLJ IAPPLIANCE PROTECTION REQUIREDIWHEN • '1� �• I/f• O• / / PAVER TO BE 4" 1 OP ENTRY tt STORY in .W • rj • i FILLED Q 1 • • 1 1 1 • • • 0 00 io , 16'-8" 18'-8" 25'-0" , 6 4„ 0 00 11* 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 O U NIO N 0 Z 0 0 i 0 T FOUNDATION PLAN SCALE: Y4"=1'-0" N !V b- o m LU > W t:s0 Li c � o 0 owe flreox w 6L Q 0 0 y Q N Y3 aD 'a. m w 0 C= ci 3 3 � d .a y u y ` CM O N N .., ', ...-�••��-. pia 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 N o 2� �Lro-1a M a LL LL � �Cp u- w �LLI.L 0_ IQ1� Ill V 0 @2�_ 0 W Cj Z 00NZ d K ZN o� C9 z N Q J tl N N - M N Z o � Ur s w �--+ C/,j is w U O C W N '® e 8 a N m Z< W M J Q Z E so ao aEL w =® oa H �E s° %V uO �U °w z F— a° 4 o iz it w � C ado � °�Z '0 o� z�� m J "m a ° ''<W �z 5 o� g0 W r 6° z � H- �� S3 o w¢ �o Mj v zl< a F3 0 V. >Lo J OCID � N N LO CL LO ^ N $ N m N Ln U- r*.. O Y O CD `0 N m N L.0 r ( ci Cfl N ' N o Z z N E N Iu 03 0 � a. .° :a o JOB NO: 23-04653 SCALE : AS NOTED SHEET NO. 5 TYP. @ CORNERS 1 D2 J S6 TYP. U.NO. 01 � 1 S5 SIM. @ CONNECTIONS TYP. @ n33 LOW ROOF yV U ���� CJ2G I I CJ2G I I 2 I I CJ4G CJ4G D2 I 2A1 I ,GL1 I - � II II - ILL II II II I I I I IT - - TYP FIFL2�Y Y ■ PPa� n it■i�i�i !1E TYP. U.N.O. A TYP. @ eS� SINGLE STORY 00 J U- ALLOWABLE RSH ENGINEERED CLADDING W NDFPRESSURES AND SUUCTIIONPER ASCE 7-16 ROOFIS FOR GN MEAN ROOFOMPONENTS HEIGHT:5 5ft D WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE 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 HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 )y' 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: Q SHINGLE: 3/16"EXP. 1 C%6) or 1-1/32" EXP. 1 (32/16) TILE: '%" EXP. 1 (3�116) NOTE: 11 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Ya"x 0.113") NAILS t r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-0310d (2'h" 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 2x BLOCKING SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES LOW ROOFNVALL (2) 12d NAILS TO EACH VERTICAL 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 �i BELOW @ 16" O.C. LOW ROOF TRUSS W/— RAISED BOTTOM CHORD EXTENSION SEE TRUSS S6 MANUF. SPEC'S FOR CONNECTIONS TO G.T. TY O. SECTION SCALE: 3/4"=V-0" J @ 24" O.C. MIN. (2) STRAPS BLOCKING L (2) 2x6 BLOCKING UNDER 2nd FLOOR WALL w/ SIMPSON LUS24-2 w/ (16) 16d NAILS AT EACH END BUMP OUT �39 PLYWOOD FLOORING FLOOR G.T. SEE PLAN UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1 875(1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 112" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8"ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-112 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16)1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 114" 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 3112" 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 wl SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY V 2) LGT2 4060-M 3770-F 3500-M 3240-F w/ 3 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 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 1 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 12 -10d SPT24 1090 12 -10d HCP2 590 555 1 12-1Od x 1 1/2" HHCP2 680 570 1 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS — ROOF = L / 360 FLOOR = L / 480 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 W EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) 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, (8) 2x4 SO, PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE 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" N 0 d� o .-amac y N c � CD m 3 3 :c m tj c� a� m c Q CE E o L) M 0 N N �0 �• "''a:e113 bi 4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is ony for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W E cn 8 a O N O tM 0 cc J N m J , Q C U- W J LLJ LL a Lu Y Z c- a M Am 0 a. lON WN�pjO' m w Z ,°�° NZ d J ZN O U U z � z C1 (, Q - J LU � a V O w $ to y U d w J .1Oc I Y o C1.1 M O2p Z w cu o Wz <z<wY° H pV Zo ow�0oQ_¢ '.i ao o�wNZoN > U mo<oa z LL z �� J x �oaw � 5 s < ° s ° z W (T S Z m W Nz `x3 o a L' 01 v w 2 a� o3 �L J O � N C0 LO N .-� :3N o N J CL U) m N LO U- O O N .� 04 N L O r 04 Q p Q r ci N o z N y z E 0- U Q o JOB NO: 23-04653 SCALE : AS NOTED SHEET NO. 6.1 0(2)— TYP. @ HIP CORNERS ------------------ I I I I I I TYP. G V U U (G I I 4 I TYR U.N.O. S5 I I I I L------------------------------------ J ENGINEERED WNDFPRESSURES AND SUCTIONS DESIGN MEAN ROOFOHEIGHT 5T 5 ftND RSH VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) () VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 101. HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 1 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %s' EXP. 1 ey16) or 1%2" EXP. 1 (32/16) TILE: 1%2" EXP. 1 (33�16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=oft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 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 x1-1/2 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 21/2" 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 14-1Od x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32)16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Od x 1 112" SP1 555 535 10-10d SPT22 735 8-10d SP2 1 1010 1 605 12 -10d SPT24 1 1090 1 12 - 10d HCP2 1 590 1 555 12-1Od x 1 1/2" HHCP2 1 680 1 570 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER *` REACTIONS ARE FOR ROOF LOADS ONLY *'* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 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. 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 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 FX CONT EDGER A)- SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV - B SCALE: Y4"=V-0" N �o 1[V ZIP- Q d v o _ ai ®o m c.) N C W d ea o y -=N t 4 d C-4 3 = a+ x a a� ov w E c aP C Q rs is 3 3 .a' co'i y i d C O c r= � o (y U ch 0 N Co N m 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 Cade - 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. o g 8 v � d `' iv o C M ( ib LL a =� LL W J LL LL � a 0Z -v a m _ m W @N� 0 O Oi m IL020) LLW 1-0 C'4 r— N f7 Z J I - Z U O9 W ❑O U 2 z N Cl) z O Q Q Y d - N M W N z WO OfLn w = t 8 fi Q soo w o z _j E `zo Zo Q N O E CJ W i ?® o a ~ n5 CL o E $o 5. a. 0o O &< Z m (O a? t >_ ¢ i o z o Wz C ao Y w ms 10 ZmQ � 0Ed �z tT> �ro °off o g a W 3 F �w H � =�� _ J ch a st ila 0 3 O �L J O N c0 L0 N NU) N J ^ rr� m LO �i LL CIO O4_0 Y O CD o N .Q m N L O r Q o r ui � � CV o E .r'_' N y er z E N LD _ a a; 0 � 2 o r 3 JOB NO: 23-04653 SCALE : AS NOTED SHEET NO. 6.2 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, 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load G1 .0 Safe vertical oa Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALffY, LOTTS 81F441B/1T8F401B/1T 8RF40OB/1T 8F321B/1T FORM & GROUT SOLID � d' •:�. N W �U 0 ((5 BAR CONT. 8F12-1B/1T "V" LINTEL DETAIL SCALE = N.T.S. _ • • E E ^ CFF - • • ■ ■ ■ ■ ■ ■ • • • • • • 1 1 C - � ■ ■ ■ on Kamm • • • • • • 1' 1 •' 1 C 5'-4 O 8'-8" LL O 4'-6" LL I T t'C Ur-11MU VH I IUN #5 REBAR MIN.(1)REQ'D AT TOP ALTERNATE POWERS F=FILLED WITH GROUT /U=UNFILLED t2" CLEAR STEEL LINTEL a R = RECESSED QTY. OF #5 ° P. #5 REBAR AT TOP MIN. (1) REaD 11-1/2"CLEAR REBAR @ BOTTOM OF LINTEL CAVITY J¢ G ,M,U, __= •• i F D _ °° ° = 8 F 16- B/ 1 T Uo _ 4'-6" LL ��a z ° < GROUT tNOMINAL, r, Jot QUANTITY OF ° 5 REBAR AT _ w rn WIDTH #5 REBAR AT BOTTOM OF LINTEL CAVITY a y 3'-8" LL ._ TOP o sH NOMINAL-° '-*-BOTTOM o ixo $ W j HEIGHT REINFORCING a 0 7-5/8"ACTUAL PROVIDED IN LL m LINTEL Z� ¢ •' o S �I ¢ 5 REBAR AT BOTTOM AS INDICATED 8" NOMINAL WIDTH (VARIES) u�5 do MATERIALS cT i preca Tihtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION MIN. (E) 17'-4" LL O 9'-0" LL LINTEL PLAN SCALE: Y4'=1'-O" Cn N 0 N .r Q � o C2. = cc V N m LL a n 10 O i N O N CoCo cc lO Q N Y 3 2 a' u~Q 0.coW-co tea•=' �, G E co O Cb V N 0 CV N 0 "'2�7Si�r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � Lo N c n CD Gc 4o 7t! W r'n�'Z12 2 tlri g ch v �` LL C _I LL W Z a � a. Y jL. W13 W 3ac��; f 0 ca 04 W Z IL rn�a' 6 m w Q N ZUM ZN O U ca] vvi W Cp Ur V z Z Z c Q v -, - a N Wdid N %a) z v LD 4--j c/3 � U m OLu In c U E U o' Q � 8 _t N 14 M g� z `S- E wos oo O E U rz Z® oa H f0 o oa ov oo z Z1:' t <o� B. a� o mo 2 O Z Cb �J J ym < b 6w z z $ 3 8< 50 a W m �o o N� �w <� Xo ;o ch �w aF V' M ou 0 `O = LO O 6 0 � N co LO N 04o N Q:3 Cr U J U) m L0 o O � CDCO cv 04 m N u) r Q o o M N ` C �Q N d ? a U J Q p JOB NO: 23-04653 SCALE : AS NOTED SHEET NO. 7 LLJ :31- M W) co Cr Q 91 LO C14 LE 0 �R E (D E -9 CID LO NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENTINSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, ORCA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. SPECIFICATIONS 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 61TMS 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 TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE 'C", IMPORTANCE FACTOR"I"= 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND 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-1-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTMA-185/A185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3- 2- 1 y2' X" 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): 3 1/2"MIN. THICKNESS W1 MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE 'DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES"BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8"STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 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 Ksj 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 EMBEDDEDU'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 -7 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 STEELERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS"NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 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 idenfifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provid&d. 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. Inigatior's inkler sysbtemssincleuddiz all risers and spray heaTsrshall no ein ail m hin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for ter -mite 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;aRCR 18.1.1 - Initial treatment shall be done after all excavation and ,,I 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, forms etc., shall be made with permanent metal or plastic forms. Permanent must be of a size and depth that 11 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 liv rainfall dilution. If r4in 11 occurs befdre vapor retarder placement retrealment is requir . 9. F'C-Ur3`m61 Cj p ridt mortar along the foundation perimeter cretxeteove a Ve� be on re 0 o Sol must re ment. I? 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 extQrior verti7aal chemifnal barrier must be installed after is andscap ng irrigation. Any soil disturbed construction complete, including and after the vertical baftier 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 buildin department by licensed company before a certificate of WII%9 issued. a pest control occupancy 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 = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.0 GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, CONTRACTORS - BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" lY4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCE FROM EDGE SHALL BE 3/8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. a13 C= CL. cc Go _CV CIL.= GJ E C2 L) icc Cn CL = C_ C* C, cvl� C"! CD 5 r X"! Of t! A To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature arid seal. E 00 C5 8 C., C� 0 Go 1,0 C', 0 L-L LL LL CL a' cc 2 M - 0 '0 -,:5 1 (C?4 0 M r- 2 cp Co Lu Z� 0 . L0 Z < < 0 L) 0 z W 00 M <C 13 V) 2� 43 LL Fj 0 Lu ZD U M E U Of CD v z z 0 < U_ E !'o E 0 .- z CIL 10 00 c,c, E ,0 �z 0< �z w M C/> < 0- 0 8 01 z 0 z M .0. !E OR 0 C`> 0 z ou U) 0 04 co LO CN oo­*� CL :3 04 8 LO 04 < Cr -6 _j a- U) C00 CN F- 0 L0 LL C*f) 0 -je U 0 ce) ca 04 a) M d LO 04 C14 E E 0 M z E E 0 a. L) JOB NO: 23-04653 SCALE : AS NOTED SHEET NO. S N I f M I T! ppirrr. 9!1 -17 1 1- M r-1) CD Cr C14 LIM e! V) 39 _Q1 te� E 12 c*4 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAxl-1\2" LONG (3/4"-l" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAxl-1/2" LONG (3/4"-l" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* "ONLY APPLIES TO LENNAR TPA/JAX** 101-011 TANK -LESS W/H CORNER OF HOME--/ H C G GARAGE SIDE 000 51-01' CD '0 C:) C) 0 -1 STUB -OUT FOR -010 A LO 0 GAS METER 0 ------- a -1 9 0 N X — — — — — -- — — — — — — — — — — — — — — — — — — — — — — 0 MEASUREMENTS ARE FROM FINISHED FLOOR o ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 ROUGH -IN ELECTRIC TO LEFT (ALWAYS) 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 71-51' (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. 191-3-1 (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. F-l" (2) 16d TOENAILS 2" X 6- @ 24- O.C. 8'-6" (2) 16d TOENAILS 2- X 8" @ 24- O.C. ill -011 (2) 16d TOENAILS 211 X 10" @ 24" O.C. 13-4- (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions 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 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack h=20 bl k d over squas oc s an *Non -stacking walls wall or beam below.* require additional consideration. Check code for appropriate local building details in areas=20 of high lateral load. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam T-4/16" One 1 Od box or--20 sinker nail each side at bearing. Boise Joist Blocking Use 3" (1 Od) nails at 6"o.c. Load bearing walls Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (se, —\CT _ (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 17 1111 CEII-� STD. 900 HOOK BOND BEAM F Cr CONT. #5 STD. 900 BAR HOOK CONT. #5 bAh #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8"min 2" min. )Small gap 2" max. 4" max. 1 V Clinch nails 1 when possible Tight fit er 2x4/PIywood/OSB web stiffen required when indicated or - Hangers with side nailing. - Hangers with sides not containing top flange of joist. - Birdsmouth cuts. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 1 0dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. A 1Y2"ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN DO NOT CUT HOLES LARGER THAN 1,Y2" ROUND IN CANTILEVERS. ArTy 16'joist 12 T-ZU' T-11" T-7 T-2" T-3- T-9- 2-4- 2-11 3-r' 4!-Z' 4-9' 64' '16 1. 11-a 12011-a T-11" --227- T-7" 2-6- 3-2- 3-10 4! .7-21 0 1. a. 1"" 1. Z. '-Z' �T-2 1. T-2" 7-a' 34Y* 4-0" 4-10 6-111, 8!_1111 24 T4Y 1`-1" T-7 TT' 2-6' 3--r 4-9' 6-10, 7-21 101-91 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. 1-When joists meet over wall, provide 13/4" minimum bearing for each. Web Stiffener Fastener Schedule Joist Bearing ocation Series Fbep-th Intermediate -1 —End BCI 5000s' D 9-1/21' 11 -7/8- 2-8d 2-8d 2-8d 3-8d — 14" 2-8d 5-8d BCI 6000s 8 BCI 6500s8 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" , 2-8d 6-8d BCI 600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 11-7/8" 3-16d 3-16d d 5-16d d 6-16d 2" min. BC1 90s@ 14" 5-16 4" max. 16" 6-16 WEB STIFFENER N.T.S. Plumbing Joist I -Joist can be offset C3 up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10- 1 Od nails. ��nstall tight to top flange. Joist hanger Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"2"gap-- Backer Block '7op Mount" "Face Mount" Backer block shall be tight Backer block shall be fight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0 6 X Joist epth d I -JOISTS BUCKETS N.T.S. SIMPS( W/ (22) - NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) - NAILS 1 R TRUSS 'OP PLATE LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN -DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION TYPICAL SIMPSON META12 META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM SEE PLAN FOR--' FOUNDATION INFO STEM FOUNDATION GRADE A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR AIN. EMBEDMENT SCHEDULE FOR :_ AND QUANTITY )F FASTENERS TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META1 2 META1 2 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. IF LOCATION OF SECOND H10A (WHEN SIMPSON H10A OA 1 11 REQUIRED) w/ (18) 1 Od x 11/2" NAILS UPLIFT = 1015#1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE A 4 4 PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION /� PVC OR SCH40 SLEEVE PLUMBING LINE A A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE PENETRATION PLUMBING LINE CENTERED @ PIPE � 4 4 T1 A 4 A-1 .4� tA ..4 I SEE FND. PLN. SIZE & REINF. V4 CUP :P. UJ C* ":5 = CL V_ C= 6 = C cc I., C-1:0 = Lt W- '64 .Crz " .1 C, z- C= Bit i; 3, CL JM E c:- C14 CD !El! 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 engineedng portions of the draviting pages bearing Engineers signature and seal. (A I&I I - Lo Cc, C4CD -�o 6 0 oo t- - $ V =0, "n � -- so 4 U. C _J Cq U. 'ffi 01 Z 0 W W z L :3 M of 0 7 ox W M " . _1 to NZ N (n a < z 00 V z: C4 < W G 1­ 91 V) (1) -8 2 0 4--j 0 U-:f - LU _LU U) C!I- ZS CS 4) C�3 cl�- 0 z z < U_ E 0 E W o K 0 I- M C, i10 UO z'0 123 E < z 52, Xz Z W M I z . 2 M0 � z ZO W 0 z < Fr 0 0 03. r_ 2 (D C:) Lo 0 L0 CL LO 0 < Cr 0 0 L0 CO 0 U- _,ad U C) to .0 cc Co C14 b L0 04 C14 0 Z�0 E z E E �-; 0 0 LD 'D M CL 0 _J :0 cc a JOB NO 23 —04653 SCALE AS NOTED SHEET NO. SN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 P•) VARIES li► 5/8" OR 1/2" HIGH ---- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B V 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE 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 MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO A . BE IN ACCORDANCE w/ ASTM_ LH�= - ( T D7158-CLASS G or H, or ASTM - ; • D3161-CLASS F, IN ' I j I ° I' ACCORDANCE w/ TABLE ' I R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES® I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" \ S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2xSUB 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 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER Cl) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 CL NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c iV t e e ;0 Z °Q 6 MIL VAPOR BARRIER ; 1 D - D • COMP. SOIL. e r (COMPACTED TO 95% - _ MODIFIED PROCTOR - ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT.--1/11-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE 4„ V-8" (2 STORY) U.N.O. DETAIL) TYPICAL WALL SECTION K"A� SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS �. z M - t x A ,'• ' x 4• 00 T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOW ) / 1'4" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (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 GARA( GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH —� `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALLx BLOCKING HORIZONTALLY@ INTERVALS 5/8"°x 10""J"BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS ASr-2 NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10""J" BOLT @ 24" O.C. W!IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2""0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND Cl C\/ n- n-- (ALT:1/2"x12"TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T.TTO BOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR n x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1,4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH (-3112" MIN. �31/2" MIN. ° - - 1/2"(min.)- 4" 1/2"(min.)- 4" 00 to° 31/2"(min.)-4" 9 (2) #5 CONT. 4" 11-4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" ll 1►. .i ffi N1111,9. •>I II II • SCALE:3/4"=1'-0" \ S3 cow' 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C J LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ coN� 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" „a „„ " „o " 5/8 x 10 J' BOLT @ 24 O/C W/ 2 X 3/16 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT �° 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7"EMBEDMENT (MIN. SHEAR 'SIMPSON 6 1/4"x31/4" TAPCONS () 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24 MIN. LAP] " #5 REINFORCING SPACE ANCHOR 3500# MIN. TENSION N ) SP1 SPACED EVENLY FIBERMESH BAR BOLTS 6" MAXFROM - ^ N W/ (10)10d NAILS N 2x P.T. PLATE WEEP SCREED INSTALLED w o END OF 2 �� VWVF OR FIBERMESH M E TYP. ASSUMED FINISHED c — PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR _ 0 > ,. e ' GRADE N_ z_ #3 & #4 LAP SPLICE GRADE 40 MIN. F = 40ksi y- a e OR STEMWALL l-- t> n FINISH GRADE °D 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksij a . m °' Q MONO g FOOTING MONO SHOWN - O° ° °° w w ° - ° -- FOR CLARITY 6 MIL VAPOR BARRIER _ _ - �- #5 REINFORCING BAR R 1 7/8" `� _ Z — — 2 #5 LAP SPLICE — - NOTE: • - - "FOR BEARING WALL r COMP. SOIL. (COMPACTED TO - ° ° W/ UPLIFT ONLY - 95% MODIFIED PROCTOR ASTM _ -T D1557) , - 4, 1�r, FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 ° A =v GRADE 00 _ ! — _ — .Q lid 111 II II 1' mil(1) #5 REBAR w/ OPT. 1 I I I I I I GSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' O.H.D. RECESS x , N Cl) I 4"00 ' T SEE A/S3 OR J/S6 J -' I I „ , FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 ST RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALA� INTERIOR 4. n T 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 a C Cl) 6 MIL VAPOR BARRIER 36" MIN. LAP 136" MIN. LAP] ON 3" CHAIRS (TYP.) 8" 1'-4 " 8" 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIE 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. " FOR TRUSS SEE PLAN FOR " a CONNECTION INFO= TOP OF BEAM & LAYOUT DESIGN a SEE ROOF PLAN oo c a. ' ° a d M (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO•d 2X4 P.T. 2x4 #2 SYP P.T. FRAMING w/ PLATE „ SEE A/S3/J/S6 " ins MIN 7/16 O.S.B. SHEATHING 8 o.s.e. z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 COLUMN LOCATION ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" �,S3_,) 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -� EXTEND FILL CELLS S W/ DRYWALL SCREWS @ 8"O.C' TO FOUNDATION PAD - INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN w - SIZE VARIES PER PLAN M z GRADE �) CONT. BEAD SEALANT Q > w/ MIN. (2) #5 VERTICALS > -j FILLED SOLID (SEE PLAN FOR -1 6 x 6 W1.4 x W1.4 c`, w SIZE AND REINFORCEMENT) C7 � • WWF OR FIBERMESH r, ? a w 0 v ° v BRICK PAVERS or SLAB PER _ on • • • • x z_ a 0'-0" FIN. FLR.� COMMUNITY SPECS '` " w 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KeN SCALE: N.T.S. S3 CWS !V O iV iV 0 CIO `+' a� C W V N � m X N R O i 3 z � _. C2 "=Q 3 dc o •2 T E � o m 0 N N 8 Z" 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. III) E Q N •)+ D] f M o2 LL N Q s J JLLU. 25 , W o Lu 5, Z m c°r a n a N 0 O co Wco T Q1 M IL = C"I (V J I- OU CO) Z W ❑ E3 M 0 � z M a J N M N z wca �V O V) c c" / � cn U E z 8 ® w a� Q 0 N o M M J Jz i O w Z LL EL E o wo w >^ <, Z® o WZ .5 $ m�0 z C� �C -m 0�Z~ mW o a �Z $ <m 0 � o0 0 W`� m <; aZ M ;o Q � 2Q U� 2 O O = > Lf) _J 0 m � ccc � N t0 Li) � N 0 N N Q Cr 0 m C LN U N Lci ui co E N E N o ? m E :3 a U J Q 0 3 JOB NO: 23-04653 SCALE : AS NOTED SHEET NO. S3 (MONO) M W) co C� C7 to CL c14 ,4. 19 LD M (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL B EYON D 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 5181, 8" v -SOLID AREAS ARE TONEAILS SPACED STEEL AND GROUT DOUBLE 2x TOP EXTERIOR FACE OF BLOCK EVENLY PLATE WALL IS 11/2" MAXIMUM INTERIOR K x BLOCKING @ EACH END W/ 10d @ 4"C.C. FROM EACH HEADER FACE TO BLOCKING ----(2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 1 Od @ 8" VARIE5 O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. � �4 12 TYPICAL WALL SECTION TYP) SEE ELEV. ,,,,,—SEE PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16"O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 W/ (12) 1 Od (3) 1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID + POINT EVERY OTH STUD W/ (3) 1 Od NAILS CRICKET AS REQUIRED + + SE SINGLE 2x CONT. BAS PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON r\ WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD - WIL 7 --- I SIMPSON SP1 W/ (10) 1 Od—,-------- - NAILS AT EACH STUD BLOCKING (TYP.) 1 2x P.T. PLATE OOFTRUSS 5/8"x 10" "J" BOLT @ 24" OIC MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. HOOK IN K.O. BLOCK 90A KNEE WALL ABOVE MASONRY WALL DETAIL rF SCALE: N.T.S. 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 SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 7 5/8" 811 :TENSION FROM EXTERIOR WALL ,CE OF BLOCK WALL IS 2 1/4" TO DRAIN GL LN-i I LW_j I DOOR OPENING DOOR OPENING L I Oj R 1] 2 4a7 R F1 WALL WALL CLEAN -OUT rA EXTERIO F1 SCALE: N.T.S. �,14� 1 11, FU A 1STCOURSE 2ND COURSE v 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11 " DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW,/"' �B MASONRY LAYOUT rD SCALE: N.T.S. � �4 KNOCK -OUT_ BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 7 IN 111 IN NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2"PLYWOOD BLOCK WALL ABOVE. L__ SCRAP MATERIA UJI MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE FORM CREATES CONCRETE RECESS TO RECEIVE GARAGE DOOR AND TO ALLOW 2X4 (NOM FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL 8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY — GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 4 4 4 4 - NG B) 'BOTTOM OF MOUNTI POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 7111 5811 41" 34" 1011 6 3/4" 3 1/2"- 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Od x 1 1/2"AT EA STUD (USE SP6 FOR 2X6 WALL, USE SP8 FOR 2X8 WALL) 1 Od NAILS@ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) � SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --CL VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET rop 1ARAGE iOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHE ETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. K rK TYPICAL GARAGE DOOR BUC SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V- 4' (1) (2) (1) (2) (1) LSTA30 4'- 91 (2) 1 (3) (2) 1 ( 2) (1) LSTA30 9'-16' (3) (4) (2) (4) (2 FLAT STRAPS PER CHART ABOVE TO BE BENT OVERTOP 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 0 12" O/C FOR 2"xl 0" OR 6REATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 \_(1) 2x SILL PLATE W/ (2) , I 12d TOENAILS BOX HEADER * EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS o OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 11/2" EACH SIDE ----2X STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. � �4 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4"S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIEZ:;A�- SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FBLOCKING W/ 2-16d TOE NAILS a EACH END C FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C -7- BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD �r z -M U5 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 1 0dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L O.C. MAX. ROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN rp 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS I STAGGERED FROM BOT. SEE A/S3 FOR UPLIFT CONNECTOR PLATE TO CONCRETE REINF. INFO. 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) Uml 1 019 1 U 4 0 1 "Tc aellb 1 #5 VERT. IN CONC. FILLED CELL------ H I W/ STD. 900 HOOK IN K.O. BLOCK Elm— ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE -7 /�,� NAILS TOTAL) EA. SIDE OF �4&.43PLICE STAGGERED 'r 'A' vv -1 Od @ 8- O/C ATTACH ALL EXTERIOR STUDS W/ IAI 16d TOENAILS TO76P PLATE NOTE: r oa BOTTOM SPLIC) PLATE LENGTHS MUSI K OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. \,,, �4 F= 2240 LBS SIMPSON SIMPSON SIMPSON SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 2!4" O.C2.- - A :C IF IF /8"xl 0" "J" BOLT @ 24" 0 C MAX. MIN. (2) PER BOTTOM PLATE J/-2X P.T. SECTION K4 PLATE E SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS LINTEL SIMPSON SP4 \-NAILED INTO TRANSOM TRANSOM FRAMING NG FRAMING SEE SECTION J/SS SSILS AND KtSS FOR ADDITIONAL DETAILS T)A SIMPSON spi S IMPSON SIMPSON RECESS SP4 SP4 LINTEL SIMPSON SP2 -NAILED INTO TRANSOM FRAMING SIMPSON SPI SIMPSON /- SIMPSON SP4 SP4 2X8.P.T. BOTTOM PLATE TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL/"�j SIMPSON SP4 �_2X TOP PLATE OVERLAPPING \-5/8"X1 0" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 - 2X8 P.T. BOTTOM-` PLATE 5/8"X`10""J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) (5645# SPF) 33 (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. I & NUT 'OXIEDA.T.R. 1 & NUT OXIED A.T.R. Z & NUT C ROOFTRUSSABOVE F 2X BLOCKING 1 Od NAILS@ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED NAILS 'ING ABOVE -K W/(1) & �OLTS WALL T RANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES L PLYWOOD WITH 8d COMMON WIRE NAILS @ 4 O/C BOUNDARIES 6" O/C EDGES SHEATHING & 8" O/C FIELD 0 SIMPSON SP4w/(6) 10dx 1 12" (USE SP6 FOR 2XIS WALL, USE :—PLYWOOD SP8 FOR 2X8 WALL) SHEATHING SIMPSON SP2 wl (12) 10d NAILS MASONRY­- S IMPSON SP1 W/ (10) 10d NAILS WALL BELOW 0- 5/8"X 10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 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. S4 JW C3 ;j.:5 C= Lj C;. r.. C:1 ca C�4 C= W CL.= aj - = t - r;- , W C14 C� C14 elf j I To the best of th a Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 8 E q 5 Lo4 0 0 C-0 4. -T! S - 0 4 64 0 - r� 2 cov -I.. Lu � M u- u- CL Z i.z r z cc .432 0 W , G :, 9 - �; 0 0 a 0) W z &L U) . - �; 0 --e LO Cq Z �: a � C4 < 0 d 0 0 z 0 W 0 = 21- U) Q) u- 4-J ro LU -6 wo U, Ln V) 14 E 8 .1 CN Im It C"> C-> -� I 0 z Z < __j Lj_ E .. Z. -0 < 0 E y - �i 0 � 0 UW W 0 cc:3 E 9. 0� xz z co io 'm q I �z "o ox z Q) z z R 0. 2W z n 0 " W z 0 1 Do Cl> 10 01 2C) Lo 0 It co L0 0. 0 LO < Cr 0 U) _j 0 L0 LL rl-- 0 -1.1d Q 0 (0 -0 Cal CY) 04 0) r.. .0 0 L0 r < C14 o CD hi E M .41 r_ CN 04 0 z z :3 E rz a a. E 0 t L) _j �? 0 1 _j JOB NO: 23-04653 SCALE AS NOTED SHEET NO. S4 'I —I-- 111"T 9 LU "11) 0 9 5�- V CL E E C 8 SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (I 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTE N ERS. (M I N. F1 RST 4 BAYS) 11 SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS--N 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEA-THING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 " BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45'± 41't Z 45* t SEE STRUCTURAL NOTES AND NAILING 2x4 CROI BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAIL�A 2x4 KICKER KI 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT SKER @4 F_O�O/C @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d "L" BRACE TO EXTEND 2x4CROSSBRACE WEB LENGTH & NOTCH AT & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A wl (10) 8d 2x8 P.T. AB GAB E TRUSS EACH JOINTw/(3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOA RD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3 @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS z7 w/ 10d NAILS @ 6' O.C. THROUGH CHORD 2'x4" LEDGER (MATCH BOTTOM CHORD A EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) A . 9 UNSUPPORTED, BACKNAI L w/ (2) 16d NAILS IF IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHINGi DETAIL 2"x4" CROSS BRACE-� N APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3) 1 Od & (2) 1 Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1 " OR 2x FRAME WALL (SEE WALL SHORTER) > 0, < SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING '01 �� �01 ,,,-1/2"CDX PLYWOOD OR 7/16" @ 48' O/C FOR THE (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF ","',,,NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. T� AND 12" O.C. FIELD END TYP. TOP & Z (2) 16d NAILS W/ (2) 16d TOENAILS . . 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING-: WEEPSCREED 2"x6" P.T. SILL NOTCH 1" BRACE HERE THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 1 Odx3" @ 4" O/C SPACED 1/2"x 8" "J" BOLT @ 48"O C 'T" ON TOP OF PANEL :::: INSTALLED PER MANUF. . . @ 48" O.C. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO SIMPSON META1 2 w/ (7) 1 Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER " "" " " " 1 1 Odx3" @ 4" O/C 7 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER SIMPSON META1 2 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1 0dx1 1/2" NAILS AT EA. & (4) 1/4'x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" GABLE WEB SECTION_ ( �2 1 Od NAILS & (4) 1/4'x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK 1\15� SCALE: N.T.S. TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP co M SEE STRUCTURAL— CHORD BLOCKING go ;o NOTES AND NAILING x INFORMATION SCHEDULEFOR SHEATHING DETAIL BACKNAIL w/--/ (2) 16d NAILS WOOD TRUSSES 00 ;o 2"x4"CROSS BRACE ---- APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF tp 4t EACH JOINT W/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSSSPANS NAILS @ EA. END ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2"x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2X4 BLOCKING @ 24" (D = 0.148", L 3") OR EQUAL (D 0.207", L = 4 1/2") OR EQUAL (D 0.207", L 4 1/2") OR EQUAL FIRST (4) ROWS OF / : t O/C W/ (2) 16d TRUSSES FROM EA. 1 TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 0 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) NON - LOAD BEAROG LOCATION tl'D SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 111**� ADDITIONAL INFORMATION. SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT 211X411 MIN. SEE M/S5 CROSS BRACING DETAIL i SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" SEE RSH SCHEDULE FOR ATTACHMENT TOENAIL W/ \--2X4 #2 SYP BLK`G @ 16" O.C. (2) 16d NAILS (2) 1 Od x 0.131 TOENAILS EA. SIDE _4 — CONT. 2X4 #2 SYP W/ 1 Od XO.131' @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2) 16d PER JOINT OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX, 9" UNSUPPORTED, IF >9" SEE 101S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2X4 '70N TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C 2x4 BLOCKING-,,_, --2x4'T'BLOCKING @ 48" O.C. -1 6d NAIL "L"BRACE ATTACHED W/ 10dNAILS@ O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAI SCALE: N.T.S. 2x4 "T"BLOCKING 2x4 BLOCKING @ 48"O.C. 16d NAIL "L" BRACE ATTACHED - 410 W/ 10d NAILS @ TYPICAL D4 GABLE TRUSS WEB SINGLE 1" BRACING DETAILK-6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C CEEPETT —GABLETRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12) 1 Od -2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE (2) 2"W'"L" BRACE NAILS AT EACH STUD I SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC .) FASTENED WITH (3) 16d PER SIDE r3 SECTION r4 SCISSOR GABLE "T" BRACE SECTION SCALE: N.T.S. SCALE: N.T.S. AS PER HIB 91 SCALE: N.T.S. \,, �5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 AT LEAST 90% OF WEB 1" BRACE TO EXTEND LENGTH (SEE TABLE) -GABLE TRUSS -1 /2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. O.C. FIELD JACK TRUSS SEE PLAN FOR 2X47'ON TOP OF PANEL-/ BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS SECTION r9 SCALE: N.T.S. MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 '12 BRACE W/ 10d @ 4�' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6'0/C WOOD TRUSSES SIMPSON HGAM1 OKTA W/ (4) 1/4"xl 1/2"SDS SCREWS TO BLOCKING & (4) 1/4'X2 3/4' TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) IL r1r1W A!W M BRACIN W/ 10d BRAC,N /)1 0dX3,AT EACH CONN. @ 24' O/C N\ \-MOISTURE BARRIER \-BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N. ��S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74"(U.N.O.) 111 BRACE 24" 010" - T-O" 3'-0" - 6'-0" 6'-0"& GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1' BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4"xl 1/? SIDS SCREWS TO TRUSS & (4) 1/4"x3' SDS SCREWS TO PLATES (TYP.) \—STUDS @ 16' D.C. GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD ENDJACK 1 V-0" MAX. LU 0 9� CORNERJACK 0 9: LU z cr 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX 7' BRACE SEE DET. J/S5-i I CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. L M M M I hqL MM 181 FOrl 111111 1111 NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2)"T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4!-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. R EQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN (*" L - AS PER BCSI SCALE: N.T.S. SCISSOR TRUSS 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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS; SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION Oki r"4 >-- as -M C3 LU -.E C= CL r- C= C" C-4 ...; = LZ >-C L5 W C-4 C, = C-4 S -W CL.= r= G3 C"D C= cu 3: " C' CU -0 .5: U W " Cl.= % C141 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 engine ring portions of the drawing pages bearing Engineer's signatureeand seal. 0 W 4 5 Lo C" 6.0 0 Co 00 J0, 0 0 'C! C14 0 aim -q It 4 r- -j C-1: u:- 'W M u- Z a. 2 U, I W -f 22 :3 M CIA 0 2 W z IL 0) 04 < M z < 0 � do 0 W (D 0 a M - Q) 4--J C� 0 Ul Cq V) S 9 U) Cn < to Cl> -z 2� z z < E 0 E . Lj'- 9 C1 E '11, 0 il 0 00 01 z 0, 1< z W 0 M. �� z a M C C: W, .. 0z'- z M -5 �z W M. -u 8 3: 8- 3: � '0 z W M �i '0 :Er 1 0 0� LO 0 CN L— CU LO N :3 C4 a o LO 0 0 F— in 0 LO U- (y) 0 -1.1d U CY) C:) (0 -0 CU 04 M d L0 04 C14 CD 4i co E N �i z C E CN E q) M CL 0 0 0 -j :0 M 2 0 JOB NO: 23-04653 SCALE AS NOTED SHEET NO. S5 to LO -9 11 5�_ 91 S. E 9 co 0 E C:� J9 CL CIO C.D ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION — BAFFLE INSULATION PER -- CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8"O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE wl (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A 2X BLOCKING @ EA, WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2X BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA !9 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W1 FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE SPACE INTO APPROX. EQUAL AREAS. FLOOR SYS:: ER PLAN '/C )00 All GYP WB (OR 5/8" 1/2" HIGH STRENGTH OR 5/8 GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONIC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY 4 v 4 0 _E m4 A Q V - \.4 A4 R_." T�P=1� A . A U 4 6x6 W1AXW1. 'H V WWF OR FIB MES :_ I ff 'T x 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 wl TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE FRAMING SHEET FOR SCHEDULE - [RSH1 - ON SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER LU PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO LIJ UJ 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8' OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. LU INSULATION PER CHART ON FLOOR PLAN rB'�� �R ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONIC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) W C) 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL UJ (n a. AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE INISH GRADE .1 117 ''n,�MiHTRU \-STD. 90 *HOOK (3) # 5 REBAR ON 3" CHA R (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION 'j REV. 03.16.21 SCALE: 3/4 -0.1 S6 SIMPSON LSTA24 STRAP W/ (8) 1 Od X 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 11/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL-----. BAND JOIST *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 St FLOOR WAL 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 SCALE: N.T.S. @ WOOD 1 ST FLR. SCALE: N.T.S UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER �TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6' O.C. NOTES: USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER NER TYPICAL "T" AND COR DETAILS rN SCALE: N.T.S. 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ,TATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED E S6 ;0 FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS 60 SEE FRAMING ----WEEP SCREED 99 PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 W/ (8) 1 0dx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W1 (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"X4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR 1 PARALLEL TO MASONRY WALL SCALE: 3/4"=V-101" �6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 " ^ ^ 2"x BOT. PLAT[ (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIC ATTACHED WALL SHEATHING CONTINUOUS TO B0170M RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 W/ (8) 10dX1 1/2" NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY I ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" ��S6 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.I.I.C. (8) 10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL (FLOOR TRUSS) SCALE: 1 1/2"=V-0" �6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION -1/2"GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY— @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.1 1) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 W/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH A_ - - - --- - - - -a -7, . 4 4 to 4 0 A --"W- I r;:;;L11 L1rF0'rR-'L­t7' 'V_j (3) #5 CONT. ON 3" 8" C 11 HA R W/ 3" MIN. 80' T CE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=l'-O" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSURE 1 SHEATHING FfI­_' II PROVIDE BLOCKING AS REQUIRED PER Lu 0 SECTION X-X IF k LU W NOT FULL HEIGHT SHEET- 11 11 0 71 in 'A'- 0 Z (n G FLOOR SYST _14- M (2)- 2x TOP PLATE BEYOND I TF T _T _11_�7-_T—ExPoSURE1 15132"OSB SHEATHING Lu w x SOLID 2x BLOCKING C ALL Q SHEATHING 0 (n EDGES (SEE OPENING ' ECTION X-X) -3 W 0 il X L ­ ZE w 1117 LP_E_r.�17 Lu 2xSTUDS W Ill 7 IF� 111 11 11 1��J,-BEYOND. n SEE PLAN 0 (0 JILI Li L_ _L -1 _11.. L —4- \\-2x4 P.T. BASE —&JHORIZONTAL PLATEBEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM MAI I rI r%/A-rl^Kl MIA^nAlIkA 318. "S" = NAIL 3W SPACING 3VI 4 1 1/2" S 1/2" S L!f 1/2" S 4S, 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 w/ (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 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 81, 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 9" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 if JO NTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT LH PENETRATE SURFACE MORE THAN Y8'. Z (Z) NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL 0 NAIL AT TOP PLATE TWO ROWS @ 4' O.C. wl Sol COMMON NAIL C. z LL @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4- O.C. w/ 8d COMMON NAIL. 0 @ NAIL INTERIOR AT 6" O.C. W/ 8d COMMON NAIL. X STAGGER ALL VERTICAL JOINTS & NAIL @ 4' O.C. w/ 8d COMMON NAIL 0 51 w 2 W 0 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER C' 0 0 IX 0 0 W w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0 u' M L'L R' z 2 U. @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL W 0 0 MEMBER IF GABLE END x cr Z U. _(n NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN 131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALLNOT PENETRATE SURFACE MORE THAN 1/8". WALL SHEATHING INSTALL. rc & NAILING SCHED. REVISION 12-7-2020 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 (2) 2x HEADER SEE PLAN INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS ONLY EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. BOT. PLATE FLOOR TRUSS / ?/0' ��fl �y 'Azl�� BEAM SEE PLAN FOR REQUIRED-" CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZON @ INTERVALS NOT EXCEEDING 10'-0" (R302 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W1 2-DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 I WWF OR FIBERMESH - I -- A. A 4 - .9, - - . . - - . . . . -, *� A Cl) 71 1 al 4 . A M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2"x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EAEND EAEND EAEND EAEND 1-4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1)LSTA30 F-97-- 16' (3) (3) (2) (3) 1 (2)LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO O/C 2X STUDS@ 16 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. oo 1FINISH GRADE P_�� ;0 ILI T_ ;2 1 (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING ry @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 C*%§ ge _"cc 49 f_) C14 Co LA_ >< -0 ra CC tj -L- �x 21: vo 03 cm 3 C-01 C14 C=> C14 -;Y Z To the best of the Engineer's knowledge, infoRation and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and sea] is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 1.- 8 E Ig 0 M 8 C� 6 - 0 C) C 0 00 0 '-0 � v '*- Lo ur) Z . a r- r.- C' u:- u- Lu MI LL U- (L - w z :� 12 -, 'I 9 C14 6 M W r-- ow 09 T W z Loco) 0 Z N < 0 L) 0 z W W 00 (D z:; V) .9 (D C1 Q) E: +_j 0UM 0 -' V) C14 Ln IV& Uj alp 43 6 as Cf) 0M cl� C15 % 0, Z z < __j LL_ Ce E 6, 0 j C3- 0 E — '0 ni CL E M0 00 0< �0 <Z Mz �z Lq Cn 0 H .2 z 3 t -� 1z 3: ;5 012 1z 0 'z W 3r 3: < 0 2z� �' �' w, 00 W� I �w E0 ML ? LO LO 0 I! CID LO :3 CN o V) < Cr _�i 0 0 _j U) > 04 0 LO ILL cf) 0 U 0 co 04 (3) .0 L0 T__ N 04 < 0 T_ (D 6 E il., 04 r_ 0 z E M E 0 0 C 0) < 0 _j JOB NO 23-04653 SCALE AS NOTED SHEET NO. S6 (MONO) 3 v w M <D n m to r v4) 0 J L0 N rn 0 3 6 N N F� a 0 L c aci i a 0 v 0 J a� t� N N iu c 0 a N N 4 d z S ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 314 x 11. j VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED P NAILED TO LANDING BLOCKING D 2x4 PT NOTCH-, INTO STRINGER H D i-2x8 BLOCKING FOR STRAP JOIST alii� SYP 2x8 SYP 2x8 SYP STRINGER MUST MAKE FULL / CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH STRINGER 1 i J_A '__1 ALIGN THIS STUD WITH r FACE OF 2ND RISER ,_TT I I i T ` \ \ / —2x SYP CUT TO FIT 1 ' BEARS IN WALL I --- --2x12 SYP BEARS IN WALL I '---2x6 SYP 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" / \ NAILS) / 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 SECTION VIEW "A" SECTION VIEW "B" SCALE: 1" = T-0" SCALE: 1" = 1'-0" STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER FULL CONTACT WITH LANDING —3/4" RISER CUT TO FIT MAINTAIN BETWEEN J" AND �' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR -1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH SYRINGE FSIDE) TO BOTTOM EDGE OF 2x12 STRINGER / 2x4 DRAFT RISER AND TREAD % 'STOP / 7/ / / 2x8 SYP NOT TOUCDRYWALL MUST RINGERS / I -- -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 cr I ROVIDE MOISTURE I \ PROTECTION L?ATTACH ALL COMPONENTS STAIR TO CONC. W/ J" XTAPCONS @ MAX. 32" O.C. '--ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER 2 }" TAPCONS @ MAX. 32" O.C. \ TOP OF STRINGER 1x4 GLUED AND NAILED TO STRINGER �S! x4 DRAFT TOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH 1 2x SYP CUT TO FIT ' STRINGERS G 1 BEARS IN WALL I 2x12 SYP BEAR,';I I \ '— IN WALL ' 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x6 SYP 1x4 blocking 2x4 SYP BLOCKING SIMPSON MSTA21 w/ (16) 10d NAILS E SIMPSON A35 OR \ FOR STRAP / FLAT STRAP NAILED TO RISER AND LSC EACH (SIMPSON MTS12 w/ THEN WRAPPED AROUND STUD - STRINGER 2x4 PT NOTCHED INTO STRINGER (14)10d x 1 1/2" AND NAILED TO FLOOR WITH GLU \ NAILS) PLAN VIEW 2x4 CUT ON BEVEL AT STRINGER CONTACT POINTS DOES NOT BEAR IN SCALE: " = 1'-0" WALL SECTION VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD E GLUED & SCREWED TO PLYWOOD DECKING THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON _ OTHER TREADS / 3/4" RISER CUT TO FIT 2X4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER \ / 2x12 TREAD / -- GLUED AND NAILED 2x ' DRAFT STrP 2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT \ / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS / \ _ 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 4" = 1'-0" 2x SYP CUT TO FIT BEARS IN WALL ----2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 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 I I 2X4 PT NOTCHED INTO STRINGER AND TAPCONED` INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS f2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LALUED AND NAILED TO STRINGER \ .KOR DRYWALL SPACING H NOTE: 2x8 ' \ DRYWALL STOP / NOT SHOWN E SECTION VIEW STAIR CONSTRUCTION DETAILS SCALE: 4" = 1'-0" (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SECTION VIEW "C" SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR \ j I STRINGER tj OPTION: 2X4 CUT ON (2) LAYER J" EDGE GOLD OSB OR PLYWOOD BEVEL GLUED AND NAILED TO SUPPORT OR 1"X16" LVL W/ SIMPSON H3 ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE bEd 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING F SECTION VIEW SCALE: J, = 1'-0" SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE 4TO RIM BAND, ID NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES JOINT -TO )ISTS) H / 2X STRING�R 2X BI1OCKING PSON MTSJ2 w/ ' 10d x 1 1/2"AILS \2-ND OR AD 2X 131_05 PING RIStAR VARIES-,4,.- ECTION VIEW "I-1" SCALE: 1" = 1'-0" N N N AC W C2 ai o C 10 Li N N C IL Cl- CD L Q 4— CV Y c c 3 3 M N � � c E 6 a C+M 0 N N . n, a J(` r, ^^' ` . Y, *`• \' \ ft i.... T �. i �l, FyCh J*jj3 CIA' 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. Q E U N N C1 N W W Z �LLLL a Vic- a t m R N� t a o W Z LLW m co Co N Z Q— M z N U O9 00 z " o zCD � Z o Q J U) ) n_ In z o GA W u 0 O w s V1 c �N � ,,, x U o i3 • cli o z Z o _0 Z. Z® E E: CJ �z oa �_ ro o 0z 0 < 00 0< Z L Z � :n C Q a Q s 0 Zm� N�aw 8 3 �w gz a W T 3 pip .o � W �K z N z WIO KQ NJ w� '0.o 3 �C:) J 0 rn m 0 � N co Lf) N ''` :3 CV CO N Cr /1 L.L v (%� 2 V / ;, N m v L0 O Y O Cfl cc N m N LO T Q O T 0 M fit,N N d o Z z :3 E E N occ c c � a U _ ¢ a JOB NO: 23-04653 SCALE : AS NOTED SHEET NO. ST IRTT r-r" folly 1111frn'll r- -I -I ivi I M 7--9 11 1 �Rr �-I� r I I :9 co M LO LO -9 4 101 > 12 0 C, C>1 E 9 CD C .!9 CL CN M 11,4 L11 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER x4 A' F 1/2" DRYWALL DOOR JAMB (REFER P. T. P.T. TO PRODUCT TO PRODUCT TO PRODUCT 4 )N APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. X 4 E x4 P.T. 3116"0 X 3" LONG x4 72X8t\ FURRING 3-1/4" LONG X 3/1 6"o 11 El E FURRING TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16-f TAPCON @ 1611 O.C. & 41, 2X8 BLOCK@ SPACING 1" DETAIL O.C. 2-ROWS INTO M FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1ya 1X8 PER MANUFACTURF: MASONRYTHROUGH 1-1/211 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3f' 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. N 1/2"DI 1x4 1/2" DRYWALL 1X4 DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT F TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 16" 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" R x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16' O.C. & L DIST. END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. W/ ATTACH SECOND PLY wl L 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 gy nFTAII 1/4" DFTAI1_ STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS[ cc SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 11/4" M I N. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB ARCH PANEL CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK POLY -CELL IN THIS AREA SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/BLKG. KG. (FULL WIDTH OF WALL) BTWN. OSB \_2 x 4 SOLID BL ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. � �S :A 2X8 INSTALL WDW. SCREW ANCHOR --I INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INT /4" MAX 2'-0' BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B WN,_\ T VERT. BRACES WHEN HGT. OF !0 BRACE EXCEEDS 24" S B T LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) UON 1�� LATION INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACK;SIDE I 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 4SOL ID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS ARCH DETAIL rK 13-13 SCALE: N.T.S. �S SECTION A -A 8" 1/4"x3l/4"TAPCONS ,LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2x845 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-13 PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH EQUAL 4'MAX, RAD. START OF ARC PROPER INSTALLATION MAX. 8" FILLSOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (I PEI/ ±5 A NOTCH WEB AT FIRST 2 COURSI -,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS 'xl 1/2' SDS SIMPSON HM9KT w/ (4) 1/4 SCREWS & (5) 1/4" x 2 1/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 wl (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 4W 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 LL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A W/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS DESIGNED ONLY FOR THE HIP. INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE"S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ...... SEALANT PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL �� t:::' � ..�N REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6-f MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY----/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 000' 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4W WOOD SCREWS @ 16- O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL — SCALE: 3/4"= V-101" �, �S #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'4' P t. GRADE 7 & Cl) C14 \ 0 % \ 10, t. (2) #5 REBAR. (1 -STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) WITH MIN. 3"COVER EA. WAY 20" MIN. (2-STORY) .4 SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN YP.) THE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW #5 REBAR (TYP,) #�TD. 90- HOOK (TYP.) 0 SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE I ALUM FASCIA BRG WALL TYPE I PER PLAN 1-3/4"TRIM PAINTED SS NAIL w/ 5/16" HEAD F CHANNEL, DIA. @ 24" O.C. FASTENED PER CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILE 2x BLOCKING NAILED TO TOP NOTE 2 BELOW-1—y--L TO - I BLOCKING W/ 2-12d NAILS CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. 1 G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIE 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 > 1'4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* D TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO T-6" DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. (2) 1 Od NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING + BLOCKING AS + '& — REQUIREDTO + 4++��/ SUPPORT SOFFIT 0 ENTER SOFFIT SEE ELEVATION FOR OVER HANG (MAX 4'-0") SECTION @ ROOF EXTEN 0 SI ' N rM SCALE: 3/4" = V-0" SS SIMPSON HTT4 W/ (18) 1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD T" EPDXIED W/ SIMPSON "SE EPDXY MIN. 6" EMBEDMENT 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: S,-, -qF:;: IQHPPT m Amn L z 0 co < U_ 0 LU 0 < U_ 0 @ FIRST COURSE *# H SS 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB NC NOTE: LA LAP SHEATHING TO BOTTOM OF BAND B S JOIST TYPICAL SIMPSON HGAM10KTA @ 12- O.C. w/ (4) 1/411/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S7 FILL 1 St 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 11/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANG - RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4'TO 11/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. ?4 11-011 51-011 NISH Is . . ­�_ 10 #5 BAR 10" L�:CENTERED W/ V L L A CHAIR BLOCK IN TOP KNOCKOUT/ -04 MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRT STANDARD 90' HOOK #5 BAR IN FILLED CELL., k, V L, v ve ^k'v REINF. PERLAN AND STEMWALL !1k N"�— STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC- ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 314"4" 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"4" MIN. HOLE SET BAR IN EPDXY I EXISTING FOOTING RETROFIT FILLED CELL DETAIL SCALE: N.T.S. (2) #5XVIN CONC. FILLED CELL SAW CUT SECTION SCALE: N.T.S. wo U LL. C3 7; W W = *;. W (v % C`> C:) !E�! 7 0 G, %b To the best of the Engineers knoMedge, 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 Engineees signature and seal. W E -8 Cq 1 6 9 0 a) C> C 0 Co 0 :t, , OCO r- f'- , u_ LL 0. _130 -6- 2 10) 2 4 1% ;S W :3 M 04 0 0 82T W z - �� 0 Z un un C14 < 0 a z g W 00 v) 0 ra L 0 V) E 8 , :§ 0 9 Ad cl'� 01. Z z U_ E 0. Zo E Cc ni C1 E go 00 0� z 1, 10 zz 0 co CC z -2 z CU ! a �z 0 2 W 8 3r, z z 0 W M z 0 T r 1 0� 0 mi cl� X 0 .0 C) Lo 0 co L0 CL :3 Cq 0 LO CN 0 a. _j w .2 >, 0 LO LL 0 U M CV) b LO N N < 0 (0 E cc N C �i C%q 0 z n E CN 0 C a E 0 a. L) _j JOB NO 23-04653 SCALE AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB ---'--- 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS D PTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB E . PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. '--/--WOOD TRUSS —j A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" -X-- - (2) #5's CONT. T&B w/ 4" #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE 1 -41' On PORCH SILL 15 SCALE: N.T.S. i DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN FOR BRG. OR NON-BRG. WALL 2° 4" PORCH SLAB SEE FOUNDATION PLAN W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" SEE PLAN FOR REQ'D STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP a w Z U • d N w UJI C� z LU LOWER OR Ilk GARAGE SLAB 1,411 SEE PLAN LARGE STEP DOWNrj_"�7 SCALE: N.T.S. 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING ACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) C. (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND -�-_ SLAB 1 1/2" - i ... (2) #5's CONT. T&B w/ r _v_ 4" #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH 7 FOUNDATION PLAN EXCEEDS 30" GRADE N cZ T G 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO MASONRY KNEE WALL MAX 3 = COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 1 1 1 W/ (1) #5 CONT. FILLED CELL VERTICAL EACH E1 REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED z p I I MAX 3 SOLID. SEE ELEV. I , I 1 COURSE FOR BASE SIZE �il I --- j T —------- r (3) #5's EA. WAY w II 1 1 w cU) 1 , 8" Ak SLAB PORCH SLAB7S�E�E P LEVELFOUNDATION SEE CUT (2) #5's CONT. T&B w/ CONTRACTOR TO INSTALL #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 K16 SCALE: N.T.S. 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" 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 r7 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 SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = V-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. SIMPSONLSTA18 __________ W/ NAILS SIMPSON HUC410 w/ 14) 7 1 SEE PLAN CENTERED D AT 16d INTO HEADER & (6) I I I FOR CANT. :j MUSS/ SPLIT TO TIE I I 10d INTO BEAM - SEE BEAMS TOGETHER I _ OP WAL I I ROOF PLAN FOR MORE I I r r EE PLAN I INFO I I I I 1 1 I r Y2" CDX PLYWOOD OR Y16" O.S.B. MIN. 2 2x8 #2 SYP SEE FLOOR PLAN FOR I ( ) I I COLUMN SIZE & BASE I I I 7116" OSB FLITCH PLATE SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR SEE FLOOR PLAN I CONNECTION INFO REQ'D ONLY WHEN OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS FOR COLUMN SIZE INDICATED ON BM. ABOVE W/ 8d NAILS 4„ O.C. IN & ADDITIONAL INFO. L_ — — — — — — J L_ — — — — — — — —� L_ — — — — — — — — — SCHEDULE/PLAN @ 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR FIELD, EDGES &BOUNDARIES REQ'D ONLY WHEN COLUMN SIZE & BASE 2x4 #2 SPF STUDS @ OPTION A INDICATED ON BM. OPTION B CONNECTION INFO OPTION C SCHEDULE/PLAN 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F__� A SEE PLAN FOR TOP —OF EIEAM I I I I _J SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. ip MIDDLE GARAGE OR LOWER SLAB SEE PLAN SECTION SCALE: N.T.S. 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR J-BOLT OR Y2 TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT I A • < MAIN HOUSE SLAB (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" N T GARAGE MONO/ 21 e+rs N 0 N N Q � o o, a u� w aL� c C W U N — m W -Z COV L N Q �... CV `JC > E s c �.=a = � 3 � m Cs r. N tZ .O c E m c a� CM 0 N CD N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4 Lo E o $ o C N "L� CO C^p n a M v # LL J U- M LLU. w wa -6 ZAm � a Y WCO�O_j Z LL m w � N Zo a k ,s W OO cD 9i V VI Ln N �4 �_ LL • N O W s Ln N Q a �0 o Cn z Z o z z YL C E C p V zo o oLL �� >N aR z® oa H ro 0 0 z_� a�°� L Cn Ca ¢ az W m0 C7 C m av J O r '.o o¢ Z LL '<w 2z $ �m ova 50 az W Z IIIII� o wa OI0 '°_ a za 00� 124U J O T B It cc 0 � N N :3 N 8 LO N Cr J Ln 4-0 0 LL Y .0 cc co C)CO m N L() r ui Q CN o � (V r m �' y 4 c Z C m CCN E N Y C a U � 'am 4) JOB NO: 23-04653 SCALE: AS NOTED SHEET NO. D 1 SEE FOR 2 BLOCKING DETAILS EXT, SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS—� FLOOR SYSTEM SEE PLAN ----------------------------------------'-- J G.C. VERIFY INTERIOR OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EX GYP. BOARD EXTERIOR STRUCTURAL NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP BO SIMPSON LSTA24 w/(18) 10d NAILS I� P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END q TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. C 2 x 4 #2 SPF STUDS jo AT 16" O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G jj SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF .. AT STEP DOWN LOCATION, MIN 7" L2xSS PF EMBEDMENT PAST STEP. E PLATE 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 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS g O INTERIOR HEADER 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. (2) 2x HEADER G () 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS SEE PLAN E F Np F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. D 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 16"1 SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2)12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. () 10dOENALS 2 TOENAILS AT EACH EXTERIOR HEADERS(1) END OF SILL (MAX. OPENING :, 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK j'' ' FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL Q BELOW AND ALT. BLOCKING INFO O A 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT 11� SURFACE I 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) -10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN 3 2x #2 SPF STUDS @ () EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1 /4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT, CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6)10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS ' FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 10 SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIDE U.N.O. ON PLAN — 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS 1 OR 2 PLY GIRDER TRUSS. SEE PLAN FOR CONNECTION. /i— SEE PLAN FOR CONN. GIRDER/COL. CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. E PLAN FOR CONN. SEE PLAN FOR NAILING AREA (TYP.) COL. SIZE (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING \—BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR COL. SIZE _: ___ SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2111 WS10d@ 3"O/ AxTF MAN O'O PROVIDE 2x4 ON—� TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS —�Z PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. TOP SPLICE JDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 11 (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR(*'_4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT: DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 SYP U.N.O. 2xCONT. T&B (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. 1 BOX HEADER (2) 2x TOP PLATE (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d — NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. �101 e•a c� o CV CM d > W !� �o Q C ,O f> N omx cc I.L 2 N_ cc N O CV = ,/) O fC d Q N > C. o rY $ 3 co DC a H dA e o M 0 N N -.:., C. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) W E O j� S N .' 8 0 M M "r 2 LL N 5 J it u w J LL 52 a — v a Sc L � N a NfO 0 ��pjO' m LLW_ w M Z ¢ J Z 0 V W O❑ z Cl)— z z a � V) z 'a � o ca w � V O w s �N Cn Cn U' c Q Y �Q N o z w J LL E 2O >H E 0 E wLL z Z® oa 9 roo �Qo 0o z �o o m� z-, Zmv mQw <� �0 s� U W a �w v °za a o� o3 �O 0 = ` > Lo J O N co N .-. N oLO N W m N Ln L O O N m N LO Q T to CD N o N y �r E �' ? a 0 _j ¢ o JOB NO: 23-04653 SCALE : AS NOTED SHEET NO. D2 M (2- :9 04 LO E E 33 -2 "Eli V) 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 VVINDOWBUCKTO OUTSIDE EDGE OF MASONRY WINDOW BUCK -2) SEALANT JOINT 5) SEALANT FROM rr"j"n INSIDE EDGE OF ' " WINDOW FRAME AME " WINDOW BUCK ANDOW BUCK ACROSS WINDOW BUCK D To AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE S LANT 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING 'GING AND WINDOW CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T4 WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 0605 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW 'V'SEALANT SOCKET NTH TOOLED APPROVED SEALANT SINGLE JOIST SELF -ADHERED FLASHING NAILING FLANGE " WEATHER VE BARRIER & ZARILY SECURE EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN ---, OVER RIM JOIST AND UP WALL BY 6 IN� WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER '0' Sq, M., 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK �;-DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING SCS 0602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST 2x FRAMEWALL SELF -ADHERED FLASHING TILE FINISH - PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions I as # in each detail that corresponds to the Refer to the number marke( numbered items in the list oqRstructions 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 ail release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 1'4" PER PLAN V-0" PER PLAN M SHOWER SEAT 4 4 SELF-ADHER < SELF -ADHERED FLASHING OUTSIDE CORNER LU U) > < zqt WINDOW UNIT DOOR ROUGH OPENING A SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - 3/4"-1" 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 4 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. of draining to the exterior water that penetrates the exterior cladding. SELF -ADHERED FLASHING BUILDING PAPER v vi rxu_- 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 . 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 RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703. 1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 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 0 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, AN MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturers 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 EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMCI 281, 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 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: Ar, 5 1.1 The fenestration manufacturers installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING of 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMANVDMA 400. INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. JIM- IN 3.3.Under and at the ends of masonry, wood or metal copings and sills. Ground 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. 7.7.At built-in autters. Water Resistant Barrier �LF-ADHERED FLASHING �TCH HERED FLASHING 1 2 4 5 - - - - - - - - - N Z 1 Z . 5 � :5 Ix Lu I LIJ a- a. PLASTER STOP F_ U) U) uJ CONTINUOUS BACKE., 0 ROD & SEALANT UJ Lu !T( Lu LU (n ?:: 0 (n FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SIF LATH WRAP DIP WIRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE F THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTI LEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER MRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS ---STRUCTURAL FRAMING It it V \ 1; STRUCTURAL SHEATHING ----STRIP OF SAF DRAINAGE PLANE WRB BONDBR EAK WIRB SF LATH it 3"N'l -------------- ER STOP NUOUS BACKER ROD LANT NTITIOUS 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 ASTMC 1063 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 ASTMC 1063 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 co 04 411 0) Na :m- 1.11.1 0. '15 C21. �t -C, c. r 7a r= cl), C:) !E�j lo 16 To the best of the Engineers knowiedge, 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 engineedng portions of the drawing pages bearing Engineers signature and seal, 0 Mill lIt. - 0, 2 0 Lo4 v 00 cwi 0 0 .5 c? (n F- r-_ I? R ;Z N= c9:, u,_ Lu M LI: o. Z "M W :5 'ffi 1 0 W IL Z m w Ln Z 0 M _1 C', 5 < X Z 0 < (D Z: (D Q) Oro 4--J Lu 0 Ln V) ZD co M I— as IMP E = 8 Z U 3 c:!-- - <r oo In cl> z z E ca- 0 c o uo 231 E 'o o< Z co -z C: z o o z Z M --�; .6 z z 8 3: o o 2. u z ow W �i 4E w, 12 C) Lo 0 4i 11, cc a) 04 L_ co LO :3 a 0 L0 *-*-% Q_ U) CN M 0 L0 LL CY) 0 -old C) CY) 04 LO (N C14 0 6 E 41 c CN (0 C14 0 Z M Z :3 CN E ED a E 0 a. 0 _J JOB NO 23-04653 SCALE AS NOTED SHEET NO. WP1 Mounting Brackots (10 Galul +1/2'x4-1:'2'x2-12' Sm Anchor Schedule bolts 112'Dia. A325 Galv. (TYP.) 001 0 .1 A C-111117 MAll Screws no A A/C UNt Scittorn Edge /C Ur H 'It urricane Strap (TVpicak 3 in front) riDat C or Front Cross Support 17S (May be cut to W) Left Bracket (16 Gauge) # 14 Self -Drill Ing Screws Thru Brackets 8 Back Cross Support Into A/C Unit Bottom Side (Typical-, 3 each side for hurricane use) A 1 1. Washers Self-lzcking Nuts -sp-dit alaoluxanuln 1�llxrla am;N­rAlu.W WjLh ­6 Humn-ni; -AUE 11� =ped"d swan" upon neepeass fiat loin Back Cross Support (May be cut to W1 Right Bracket (16 Gauge) Florida Department of Business & Professional Regulation Papa I oil Building Codes and Standards 121104=1 Product Approval Application Detail Entlity or VAI an Due POINJIM MS2 TIM verslorl Manufacturer contam andraigul License Valliant IW JkdxRft1Ad F&CAMMYW Aparnguil stam AM .. lien 20M Sr-t Vent Produds, Inc Mcnael G.A.. H-F NorenRF Looke Boandvn PE. l2mer= i7ilonm 12WX20 Appro� category: Structural Components (877) 441-03M PE-73778 LW4)ZIM1800 SubCalopir. products Introduced as a Rawl! of into4mamerit"Atedin N- Tach.-My complear," Method Evolustim Relocirt torn a Florida Registered Architlet Ora UM"d Florida FLOW40*ohids Protessional Engineer Product MGM Pinduck Description Quality Assurance AnKoxellf"Uss 1, Approved HVHZ for Use appeal R.Mtand Damon 1 &-,tV-tMd. 01540-510 Dust F .. I. Flood and ventilation V-t IW31120M Y. Yes NIA .1001-100 2 Sr,.r[V.M Mode: #1540-511 Dual Functim Flood and Ventilation vent 1213V2423 Y. Y_ NIA i ODA 1 00 3 SmartVad Modo: #154D-520 In:Ulated Flood Vern 120112023 Yes Yes N A W100 1 1 4 arm, , rt\AWA Mod" #1540-521 ki LixtedFloodVeAt 12JW2023 Y Yes NA .1 001, 00 5 SmartVWAMDdMI#1540­ 4 16&4ud; Garage Door FiGod Vent 1 2011121123 Yes Y. NiA IVA 6 SmarlVent Model *1540 570 Wood! Wall Insulated Flood Vent I 2J3,112023 Yee, Yea MIA -IODA 100 7 SrmrdtV;.It Model 5406574 14.5&qjct: Game* Door Flood Vail I 201120M Yea Y. N/A NAA Florida Department of Business & Professional Regulation Budding Codes and Standards Product Approval Application Detail pwtl all VIM= g5aill Ellm of Diatit 20 Due Parldind ftl Itial vanaer, Mareffaclum SAM= F13C A-,," A-,d ReM.i. 2020 Drexel Metals. IN, Jason shu- Zach ry R priest L**. goodo RE. 08MV2020 olmor= 0841012020 10113=21) ApPrawd category: Roofing (502) 303�1511 PE-7:021' (3341300,18M Su6casentlow. Mft Rooling I.A.-Rodeb-Loom Compliance Method Ewtation ROW florn a Florida RegistradA. Ind .1. U-sed Florida Preflas,lunlil Sn", LLEUWZLLftW6&L mumbtr Of Product 086411041011 QualanyAssuarlos Approved for Use Approyadfor Us* 21k Inifira Oldside HYM brlDW Deslar, *40mat Pressure tang Syt-, DMO IWNS, DMC 15D66. DMC 175B. DMG 200S. 1213102025 Y. No NIA +0Maa DMC ffV Flodda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.g,2.f4 3r.= t2a andly or RU 299 Dab lamelm 2u &gM V-1- Marginectumir contact Wedged EN Validated Submitted FEC Aparannal A-ud sma R.,I,m 2020 71harrina-Tru Corporation Steve Javerson Lyndon F_ Sdrridt RE Ryon J l9nii.P.E. 04M5W2I 12431M20 04rOnO2l D&OWD21 Appe-d CalegW. Extarl.r Goor (1100) 843-7628 PE-43409 f813) 7ar-6556 3upOstelliann. 84-Ingling Exterlar Door Assemblies Maspereonalthemal Comill Method: Evaluation ReW " a W More. Rogistimid Artinted or . U-secl Florida ,hih, EAgAM FA,ea figNiltautwwdt Quality Assurance Anoreerd fw Uff A-r-d for I%, knonall 2sil gal k- gashatent 1 S-ftSt., Norm'.1ft'K.319:88 otlinpadlIquot: Opaque 1ZI41=6 No Y. Y- WA Comp-te Edge Fibero ... Single Door t1monii"t"ing: X conliluration) 2 b. Th-Irm FlIpar-CAssic.nd &Txvth-S.r Noininal 6&X39;6 Spud;Impact8quot: Opaque 12(31120211 No Y. Y_ NIA comp"" Edge Fibero.sil Single Doexr �th Sid.H.C.) (lnwing0jtWng: XO. OX or OXO ce,'.urationst 3 c. Therma-Tru Fiber-Clessle and Smoolli-Ster rectranal 6IM118:11 6quotImpadliquot; Opaque 12131fX26 No Yes Y's NZA Composite Edge Fiberglass Double Door wall or Ifthout Sdalft. fln-ing'Out-i.9 XX or OXXa comIlturallons) 4 1 Th-T. Fiber-Clae-all Smooth -Ste, Herons! aam 'D &quatimpealkwo; Opaque 1=1/24126 No Yea Y. WA composts Edge Fiberglass Single Door I In.A1W'O`tWn9 � X conlig.-Nom 5 a- Then-T. Rb.-Ct.,,1...d 8-th-St., N.Aninal 9&";0 opq.. =1120211 H. Y. Y" WA Cernp.0t. 949a Rb.rg.- Single Door kh (I..d ut-Irv; XO. OX or OXO sid.11016 "910 -5garidon.) a f. Th--TN Fboaassic and Smooth-Ster Norrinal (&4%.0 &quut;lrrpxnt&qw0.. Opaque 12/31J2M No Yes Y" WA Composite Edg. Rberliles. Double Door .4h or .th .4 Schell- il."AWOulawing; XX ar OXXO configurations) 7 V. Themns,7nu Rb-Cla.91-nd Smooth-Shir Nominal EMMA Gland 12Gl/2029 Me Y" Y. WA C.Aposita ElIg. Flb�gl.. end. Door theimmilloutinvirig: X efflillounrlon) a h- Ther-Im Rber-Classic and Smoollh-Stair N*Wn* 6&*39:8 &quat;kApactimuot; Gland 1=1=11 Me Y_ Y. WA Composm, Edge Filearost. Singh, Door .1th sitallwa) (In"niliousaing: XO. OX W OXO comfigur"i"t. a 1. Th--Tu Filbar-Clasalc and Sniolitham Nominal 6993la'.6 &qulx;lrnpad&qUot: Gland lZ31J2026 Nlo Y" Yea WA Conocafte, Edge Fiberga% Doubia Ow whin or without SdWft nraMnWOutoveing; XX or OXXO configuration I 10 J, Th--T. Fibor-0­1� and Brrooth-Slu No-ninel 8&039:0 aquot;Impadliduo, Glazed 12131=8 NO Y_ Y. WA Composite Edge Fiberglass Snale Door (AsainipOutawing: X 11 k. Themia-7ru Rbor-Classe and Smooth-Staf Nominal 88,11M Lo &Wt;1mP'd8,qu'* Quad 12f3112US 140 Yoe Yea NIA Compoem, Edge Fiber" Voote Dwvkh adelfta) (In-ingMul-ing: XO. OX or OXO config.ralloml) 12 1. Tharma-Tru Fite-Clu.1c and 5rA..th-St.r Nominal 86#39P Squot;Impavill.quot Glazed 120lQM No Yee NVA Campoial. Boos Fiberglass Double Door Win or without 814olka gm;MnalOutaoina: XXor OMO configurations) 13 m. Thems-Tw Fli-Classic and Smooth -Star Narramil WMA 6Qqt;*Apqt&qp.I; Gland i213112= No Y" Y. WA Molded Open Composite Sees Fitringlass Singlk D_ (A-irgioutw'.9; X configunstion) 14 n. Therma-Tru Fib-Classle and Smonth-Star Norrinal 66*39;8 &wMeninacMquot Glued 1213112026 No Y. Y. N/P. Molded Open Cwpoate Edge Fiberglass 80,91M Door with Gland Molded Open Sdolll (h%MAg[Ounna'ng; XQ, OX ar OX0 conligurabons) 15 a. Them-Tru Fibw-Classic aad Smooth -Star NoWnal WMA 8,quatkApadliquot. Glued 1213112ON No Yea Yea NIA Molded Open cornposh Edge Fiberglass Doubt* Door �Ith orwithout Gazed Molded Opan Skleltes (hWft§1W3Wir4; XX a =0 o"Ourdons) 16 p, TheArs-7m Flbw-Cta"c and SmaDdi-Sur, NCANIIIII 69001):6 &qIJdt:kro1L(*&QJ0t Opaque 1201/2M NO YM Y. WA 0-0.0. Edli. nberg." single Door in Me4ded qdWb(.) XO' OX Do" , urOXO _Ioi rallix.) 17 Q. Thentre,Tru Fllxer�Oaxsie ad Smocul Nemmat 9&#Wa &Quot;Woct&Quot; Opaque IM112126 NO yes Year WA Compete. Efte Fiberglass Double Door with or witroutGuand Molded Open Sideftes (ImaAngfOutswing; XX a QXXO connigurations) Florida Department of Business & Prallassional Regulation Building CcKles and Standards Product Approval Application Detall Page I oil irom Peft Entity or A0 Pat Date Peandinin 2M Millis version Marraulactamer validated Ilk Validated Submitted F111C A -,I A -ad ReA.lon 2020 POT 1111dustries Jans Ronwokil INard-Dalei BCOO. CER Mlorril 8= - VAL 111PIW2020 10126r2021) 111r202020 Approved canag.w Ealio, Doon, (94 1) 406-0100 (ree) 315-2500 RubCstagoryt Being ExWor Door Assarnbles lescaNitaillpItfindustiles.0 C-pliones Planned! C.111.01.. I%& or Lating am FILM4MIerodUctit Qual[N Agaimareno A,,,MfU, A--W for Use kagaid. lisaign PIroductnodgi, ar or N" Product asselipflon coloot Embatiol' oat. 1. HvKZ Out.14. H Resilatent P- SOD-WO (Large Minsk VM.0 Mnyl Steling 01- Door o"V1412921 Y. Yea Y. WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET (2o23) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please prolvide the information and approval numbers on the building components listed below If they will be utilized on the construction project ibr which you are applying for a Manufacturer P rodu ct De scri pt! on Approval Number(s) Test Pressures Exp. Date FCategory/Subcategiory 1. EXTERIOR DOORS 1. ; ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/3112026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/1412026 Pella Corporation FL2646 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), FL824& 11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf I O/8t2O23 PGT Series 5500 FL239.2 N/A 7/3012025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6117/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22t2O23 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/16(2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/2512031 C. FIXE D Mi Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 Ill 12/31/2024 PGT Series 5500 FL261.1 NtA 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardlePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30(2023 C. OTHER 4. ROOFING PRODUCTS A. AS P HA LT S HI NGLE S GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2025 B. UNDERLAYMENTS Tamko (1br Shingle Roof) 151b Felt Underlayment FL12328 N/A 6/29(2023 Plyglass USA, Inc. (lbr Tile Roof)i POLYSTICK TU MAX FL5259 NIA 12/23/2023 C� ROOFING FASTENERS NOT USED D. ROOF VEN11LATORS Thompson Arch Metal Comp. Off Ridge Vents FL1691 8.1 - FL16918.4 WA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 Ni 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +Gt-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL1 5076.2 NIA 12/31/2023 All American Shutters & Glass Gallvanized Steel Storm Panels FL17869.1 Ill 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see c ha rt Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NA 12/31/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 111 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approtal at plan review. I understand that at the time of inspection of these products, the following initirmation must be alvallable to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business & Professional Regulation Page I of 3 Building Codes and Standards Ir2SM22 Product Approval Application Detail N_ I 11000M ON- Im _1110 NO Entity or M 211& Data Farl go Im version Manullicturer contact Validated Validated 1BUturtided ZW,6Qd;tMyAL Agairuved Amu Re,ision 2020 Therma-Tra Corponalon SbD,* Jasperson Lyndon F. Schnidt, P.E Ryan J. Kins P.E. 07r23= 07/12Q020 071291=0 lul3f= Approed Catagarr. Exal Doors, (800) 843-75M PE-43409 (813) 767.5555 SubOdegenry. 9,4ngirq Extenow Door Assernblee slaxpersonCirthannnotnu.co COMPIINCG MoMod: Evaluation Report from a AA Florida Registered AMIlled a a Licamsed Fiords FAA204ZOM Frofeenionst Engineer Sao Number or Name Product Desseription 2UJUXAMMM Conja�� ApprowdlarUse Date in HVHZ AllafflifflelforUse Outside HVHZ A= Resistant Daidelln Pressure I MMI, "bar -Classic and Snipoth-Star Nominal 8&#39­.S 11quoOmpactlInquat Opaque, Ym yes Yes WA Composite Edge Fiberglass Single Door (In-glOutawng; . -Afig.Artle,A) 2 b. Themill Fiber-Classio, and $mooth-Stw Nominal SAMS &quia.1milauclAquon; Opaque 1 2J31 r= Yes Y" Yea, WA Composite Edge Fiberglass, Single Door %ft adelite(s) OnsvAnglOutswing; XO, OX or OXO cordiourallons) 3 c Ttvarmai-Tru Flostr-Classic and Smoth-Star Nominal 6&#*,S liquot;IrripacAquot; Opaque I V31 r= Yee Yes, Yes WA Composite Edge Fiberglass Double Dcor �Ath or %ftout Sidelftes (JravftA0utS;Mn9; XX or C)XXO configunaltons) 4 d. Thorms-TrIl Rber-Classic and SnAbothSter Nominal 8&139r.0 l4quoKimpactli4quat Cpaques l2J3lr2= Yes yes yea NIA Composite Edge Fiberglass Single Door (Imening/Outworing; X configuration) 5 Th-.T. Filb-Clenssi. Ad Smooth-Str Nominal 9&#MO &4.xkIAnp­1:&q.# Dose- I Z*31 r= Y.. Yale, Yea NfA Com -dge ponale E With Sidefits(s) OX0 configurations) 6 f. Thermal Fiber -Classic and Sninooffi-Star Nominal 8&129, 0 116quotimpacUl6qucrt; Opaque 1 2J31 QM Yes, yes Y- WA Composite EdgeFlbe��=Ie. Door Wth or wthout Sidelitas Ag )OC or 0)0(0 config-ti ... i 7 g. Theurria-Tai Fther-Chasinic and Sirroath-Stor Nominal 6&#MB &quotlmpact&quot Glued 12J31 r= Yea, yen yes NIA Composhe Edge Fiberglass, Single Door OnaWnglOutswing; Xoonfiguration) a h. Thomna-Tm Fiber-Claussio and Simpoth-6tar Nominal ft#3Q,,,8 Iliquotimp-diinqu-t, Glazed IW11=22 Y_ Yfx5 YM WA 0amposdeEdig Fibeiglass Single Door Yft gloutewng; X0. Ox or QXO M=quodripactlIquot; 9 1 Therina-Tru Fiber -Classic and Smooth -Star Glued lmlr= Yea Yes YOS NVA Composite Edge Fiberglass DOU ble Door ��ft or Without Sddfts (IramnlitouteAlrig; XX of OXXO configurations) 10 J Therroxi-Tru Plixer-Claseic and Smooth -Star Nominal S&MO &quotimpactilquor; Glazed 12)31 Yes yes, Yes WA Composite Edge Fiberglass Single Door (InwMr4OubsmN; X configunation) 11 K ThwmaJw Filler -Classic and Snicarth-Stor Nominal S&MD Squat.Impactliquot Glazed l2r3lQ= Yes Yes, yes, WA Composite Edge Fiberglass Single Door Wth adrike(s) OnswWOubomng: XO, OXo, OXO confi urepons) 9 12 1, Themna-Tru Fibew-Classic, and Smooth-Ster Nom met liquottinpact&quot Gland 12131= Y" Yen yes WA Composite Edge Fiberglass Double Door %vb or without Sidelines (IrworgiOutsuuneg. M or =0 configunatimir) 13 An Thernre-Tru RbK-Clasuli and SITIO041-StRF Nominal fi&139:,6 &quotImp2ct&quat; Opaque l2t3l/= Yes Yes YM WA Composite Edge Fiberglass Single Door Wth 11quotNorl-ImidecAquot; Sidelfte(a) (InvAingrOutwinang; VD, OX or OXO corifigundons) 14 n. Thentra-Tru Fibw-Clanale and Snicotli-Sbar Nominal S&031?,S IlIquotimpocKquot; Opaque, 12J311= yes� Yale yes WA Composite Edge Fiberglass Double Door %th kluctNortimp"quot; Sidelitell(InsvAngfOutswng; OXXO co U " 15 0. Themna-Tw Fibw-Clwic and Srhoodi-Star Nominal 8&**,0 l3qUiCtInninactil6quel' Opaque 12131=22 yes Yea Yes NFA Composite rose Fiberglass Single Door Wth &quo1;Non­InqpxcAqum; Sidolite(s) @AsA%instOutSWhQ; X0, OX or OXO om% urations) is p. Thenina-Tru Rber-Casalc and Smooth -Star Nominal S&M,0 liuluot;impact1kilual; Opaque, l2J31= Yes, Yee, Y" WA Composite Edge Fiberglass Double Door vAth &cIuMN�IrApacillicluct; Sidallbas (ImaM4DutsWA.9; OXXO configuration) 17 q. Th--T. Fib-C! .. i. end Snrooth-St., NomaaI6&#3B8 &qucLNon-lrnpad&quot: Opaque 12r3l Y- Y- No WA Composite Edge Filbeerglass Single Donor OnsWrig/0"Ming; X configuration) 16 r. 7hemna-Tru Fibler-Classio and SAnooth-Star Nominal 6&#n:8 &qvMNon-Jmpact&quot, Opaque l2Ml=2 Yes, Ym No WA Composite Edge Fiberglass Single Door YAh sidelts(s) onslAngfOubaving; X0, OX or QX0 configurations) 19 a, Tlhorma-Tw Flear-Classio and Smoth-Star Nominal 6&#39;8 &quotNon-ImpaokSquot, Opaque lnl= Y" ye,s, No WA Composite Edge Fiberglass. Double Door wlft or Wthout Sloshes (IrxsNMnVOub"rs; XX or OXXO configurations) 20 t ThenTla-Tw Fiber-Cla5sic and Smocithaar Nominal 8&139,.D dquot.Non-Im;xacb&quck Opaque I=Ir= Y" yes, No WA Cbminonto Edge Fiberglass Single Door (Inswing/OutivMN; X configuration) 21 u, Thermal-Tru Fiber -Classic and Shrooth-Sbur Nominal 8&#WD liquo0on-Impactilquot Opaque 121311= Yes Yana No WA Composite Edge Fiberglass Single Door Yvith SidelWs) Onlinvi"Woutswrig: X0. OX or OX0 conflourallons) 22 Th.,--T. Fiber-Cl-W. aAd S-til Nominal 8&W3g;D &quot;NoA, InAload&quot Opaque 12t3ir2= Yen Y_ Kid NIA Composite Edge Fiberglass Double Door Will or Yurthout Sidelites OnsvAngrOutevving; )O(cr OXXO configuration.) 23 w, Thentral-Tru Fiber-Clossic and SrrwLh-Star Nominal Oill 8,quotNon-InninvicAquot Glazed 121311= Y- yes No NIA Cc=&=�iberglresas Single Door (In � X configuration) 24 x, Thermal Fiber -Classic and Smooth -Star Nominal SW39,.8 ilquothilondripacAquot; Glazed 12131=2 Yea yas NO NIA Door �fth 1==Ingle ng` Xo, OX or OX0 configurations) 25 y. Themna-Tru Fiber-Clasiscand! Smooli-Slar Nominal S&ON;8 &CIUMNon. ImplicAqual; Glazed 12131r= yes yes; No NIA Cornposite Edge Fiberglass Double Door Wth or VAthout Sidelthas (InuxMn91OutwMng; XX a QXXO configurations) 26 r. Thenno -Tru Fiber-Cul and Smiciolth-Eilear Nominal 88,11139:0 &quotNon-Impoeffliquol; Glued 12tall= Yen yes; No WA Composite Edge Rbergliess, Single Door 0 nsWnq1Oux;wing; X configuration) 27 za. Therimet-Tru Fibew-CImic and Snxx*h-Staf Nominal S&#39:0 Squot;hIm-Impactliquot; Glazed 1213112= Yea Yes No N!A C..po.it. Ed@. Fibengless Singe, Door with Sidelitki(s) l)nsvAn%i0uNwng' XO, OXor OXO coatigurations) 28 A.-Therma-Trul Fber-Classic and Smooth -Star Nominal WWO 8quothlon- ImpW8quot; Glazed lZ'31r2= Yft YM No N/A C'miposite, Edge Fiberglass Double Door Win or Wthout Sid.lbas InvoinglOureaAng; )0(or CXXO configurations) Florida Department of Business & Professional Regulation pwi nr2 Building Codes and Standards ProductApprorival Application Detail Q& Imiltar or R& 292 DK* 1`90,11110 31M Vanilla, Licarm, fuldRided F&C Amazed Aixoro-d ReMsion 2020 MI WrIdws and Doons Bran S" Luis Roberto Lomas Steven M. Urich. FE loffiarl= 1W8120M 1011917020 17JlU"20 Approved 090UW. Exterior Doers 4 1,� ..".93".0 PF-112514 (717) 317-8454 "Cahnionw. Bill Exterior Dow Ananibiles bslIfingenQmWd,core compliance Method EValushon Report torin a Flood. Registered Andi or. Licensed Fl.,kb profineuruIl Frigirie. 1101.11 N� Quality Avenurninew Aepirmmllf"Uss - - In Aparovoll HVHZ for US* Impala pAdEw 11"M I SERIES 420ALUM�NUM SW SERIES 420 ALUMINUMSGD OXO lMi/2024 No Yea No WA l4&3/4&qM�K450&qu-t: NON -REINFORCED 2 SERIES 420ALUM NUM SGD SERIES 420 ALUMINUM SOD Ox XO.)D( 1 2131/2024 No Y. NO WA ququotpBall,quok NON_RENFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD RE�141` RCEQOXO I 2GI/2024 No Y. No N/A 145-396o.axsWunt; 4 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGD RE NFORCED OX IMI12024 No Yes No WA XO. XX 96&quot.N9MQuot: 5 SERIES 420 ALUMINUM SM REINFORCED SERIES 420 ALUMINUM WD REINFORCED X" IZ3112024 No Y. No WA l43&qUoI:X9G&quQt; Florlde Departmerit of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Q& Enfita BM version Mmurbeemner RaMeern 2D20 WZyne-Dalon,advisixonorOVeaholid Door Dayna K-l.h John E So." Corporation (330) 763-8121 PE-51737 Cateplary, Exterior Dears dkornishillwayna-daftcri c SUbCabloolyl. SeCtlerel ExtaxW Door Assurblas Ohn Cdelethanno Method! rVill-ilen Rapon froon a Floods Registered Araftirect or a Licensed Fl.dds Protesslonal Enornser it" Model. Number or Him Predict Dwrisclon 3 DM200#1105 MM, M.� W. I 4MM; Man, th.1ght. Gluing tAllable In top or int6ft-dido seedlion 10 8QQWloQV=#1123 i ft0g-, Ma widlin. 1401ASS, VAX heilghl. Gazing awinble In top or Int-WistO section. 11 8ODMIOD18200411`124 itISSIS: No vuldt' . 146M. Max heigint. Glazing s�tdcs in top or Interrudilats sodion. P.S. i d 2 lrd=l ams alla 2§DLBMIM go validated submilm FSC Anniftall Approved AIIIII& Jeffir"P.Amellon, PE 1 DA 2M 2a agrnm2o 1042312020 12RSM20 Appl (904) 82i_5200 12131=3 A--,d f, Use in HvHZ No Averaged for us, outside Yes Imagist Resistant Yes Us" arsenal 3l.0W1351D 12131r2023 No Yet yes lnlf2D23 No Yes Y. -34,40/-36.30 Florida Department of Business & Professional Regulation Building Codes and Stardards Product Approval Application Detail roplorl 1 M2021 oft Elitky or allill' 2" Date penelft Do Version saidgmatim Contact Endirwerfi, Ucens, "aad"'d B" Vkkdod §Mbmmw fBGA-Mat Apardy" amn ReMei.n 2020 Curies olvalson ofAADGI. lnc� Tom Flattery UL LLO Troy Bishop. P.E. l2flar= 12MlnD20 12,21r2020 Apidomel Calsoor, EXtbilor opera :841 1 494-2813 S54)947-0580 "Catto0nil. Extorter DW COMPOnems -Avism.-abloy- OoMllamcs Method Cartfication Mark a Listing FLA15374opl,"�t, An AIMA Product Model. Number ar No- Product Dascriation Quality Assurance AmovellfwUse Aperoved for Use 1, HVHZ outside HIM mpact C*dm assistant P,,,, 1 607.107. 727, T47.757.777. and MT Surgi.-I Pak, d Flush, Gland. ad Louv-d.ingalInd pi,id l2J3ln= Y. Yes Yea NVA Doors Wider More (100ins. Floridla Department of Business & Professional Regulation Par 1 of2 Building Codes and Standards ProductApproval Application Detail cods, Mary a*- Gas Data la-drel D�W"" mm V,,,W- Manterdner Conlad abbtd FBC Amiroyal Ag-ad met- ROASIM 2D20 MI Wodo" and Doors start Billing. American AOftecturral Slow M. Urkh. PE li/l7J2D20 IV17/2020 1112712020 Approutel calaqw. "Ado" (717) 385-3300 M-fiect- ftexacox- (717) 317-8454 SubCattgonn Single Hung bbrignon1ard.- Compilariene Method: Cartel Rft* or Using Qualit. A--d for Use; AusurainallorUm MUM 229M ANA JIM Predict Description M HVHZ outside Random litassure 2 105 SH 52X72 FINFlanob From& IG)SG Single Hog I woorm$ No Yes No .601.60 Laminated "a. Cn -Cu > ED 2D a) 0 2 ca. 0_ C 6 2 C C13 -0 a) 4.5 a- Cn . CD (D 0 0 0 = 0 CU c 0 .0 4­ UL_ CU > Cn - Cn -0 CD cn E L_ 0 cD '. CU 2 a- C0 -0 %+- C ..' U) 0- < Z Z W =I CP C'm C1.4 C, co CL M -a- w:llaa­ aIll C, C= M C%4 QU, E C' L' Br L) CM E CD cn E'alle-eall =3 > C:) > L- cL 0 0- < 0 :3 no 0 L_ CC M =:3 s< 0 L CIO CL LU < Z Z _J SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation page 0 tit 0 Florida Departmerfil of Business I Professional Regulation pope I erl Florida Department of Business & Professional Regulation Paul Florkle Depeftmort of Business & Professional Regulation Pass I al Building Codes and Standards 10022 Building Codes and Standards t5=1 Building Codes and Standards 1 1512M Building Codes and Standards 1151=1 Product Approval Application Detail Product Approval Application Detall Product Approval Application Detall Product Approval Application Detail EkdRyor no 2WR 916 Swfla or 20 am, bi poludings 220 greater 20 no DMPIndw a" Due Palestine no im version manufacturer Enain�&Licame VolidaM By ValklaW AlitraM FEIC AMMMI Approved gum Must version IgnunK"ff Conrad andom a lJoensis VaiNged So Volidded mamud FOCAMFOVd Approved 0= mn VW- astatial Call E,dm,&U—, MduoLta XMW" aassalaf F11C Andrei aRomm Awn mm Itimagin Salads" QX"d Xild" awmim LwaxEMIL AREMS9 S" R-ill 20M Thermal Corporation Storr. Jissipersion Linsi F. Sol P E I J. Ki.g. I Ii UP/lar2i 100`13ill IW15=i Appri Affirmal 2020 MT Industries J-. lealessidd Warril-Owd. all - CER Mkimi-Dd. 8000 - VAL 11,005r2l ilfoum2o 11MIrA20 Approl FWsion 2020 IW1 WtAl and Dws Dram eflnecir American Architectural Stench hit Urich. RE local 100OW2020 lonall APW..d Ft.A.W 2020 all VA.d- and Deas arent slu'liff" Amd=nArChUduol Ste- at i FIE 1 1fl2r= IlMil 1110812020 Apprall Cal"I Exterior Dowd, (8DO) I PE-43409 (813) 7674555 SubCategal Seariging Eckel Door Assemblies, ejaspersonathemial Cause": Wind- (76l 315-25M Causal Windless (T170115-3300 manutotmal A-Mo- i7IT)31r4l Costal "am "Cat"Fill Read 4717)395-3300 Manulacturion, Associates (717)31T-M4 tindlingeransad.can Colyipilanc*fA*O*d: Ensluation Reportilrom a In Shem Hung an Subcategory: Halralial show Compliance &MOM Carifficifilon Mark or Leting baltungendirrhini.com Compliance Visual Ciatification We.. Listinis Florida Registered Architect of a Licamsed I'lol Compli- M.1hdd: Cartel Ral a Using Professional Engineer PLAU4t28 gunundiamo= IPUPISIA24HAP,,It, PL#2dUl4t7PradMU ammAWAU.9a lna W" tw Pro" MocbL Number or -Hun gamLamumn Product Cosorlaffort CorgraiRWrailmD&t Acamadfiwl A-r,,,d for U- kill& 209M In I'll oubith filifilaw pr"wm DNA Product NMi fh-b, . No- coselity Assurance agaNL2992M golLogASSWULDAR Alastrosectfoir Use 1, wwa Acwffod jar Coal Mail hTmt NaLtom Deal EMASM aw Product adds. Number cr M� amowAVAMM product OmcdOo coom gotonm aft hmmnuKku azzavitimikk a" Oman In HVMZ outside Wfa Reslff= Pmmm IMAX Product hillodal. Number or Name Product Description Contract FjplrW" Dole In Hi Outside HVNlZ Resistant P"MWA" 2 SHSSWKl (L.M. Mil i varoamal.Huntiviond- 07ril Y. Yet Y. NA I HS 186 Fin ancillili F- 73.621-kidedGhnis 02MU1024 He Yea Me -551-55 1 islipw 73. 72 Inalulated Glass 040OW023 No Yes No -00140 1 a Thermai Fiber-Cloomic and Sunood -Star Norninalft#30.86quo0on-Immu;l8quot Opaque 12131rl= No Yes No MIA Composite Edge Fiberglass Single Dow (InumnigiOutioneiring: Xconfigural 2 b. Thermal Mider-Clasalc and Smooth -Star Nominal Slikill Squo0on-ImpavAquot; Opaque 126i/2= No Yes No WA Composite Edge Fibeqkwaa Sin Door with Sidelibill (IninnirgiOutivAng; %80X or OXO clonfialuni ... ) 3 c. Thermal Flow-Clossleard Stroolh,43hor Nominal Basil Opaque QtW2022 No yes, No MIA Foolighoss, Composite Edge Double OWT With a wthoutsidefiftes (Imamingtoubal Xxor O)0a0 configurations) 4 d. Theffirsal Fibw-Cimic and Smooth -Star Nominal 7641131 liqucthion-Impacti1quot Opaque 1MV2022 No Y" No N/A Composite Ecige Fiberglass Single Dow timminglouturwing; Xconfigurabon) 5 a Thermal Rbw.Cl�ic and Smooth -Star Nominal 7841M.0 Actucchlon-Impaol8qual Opaque 12t31112022 No Yes No NJA Composed Edge Fiberglass Sinale Dow with Sideflizi ansvoingfOutirwing; XO. OX or OXO a I. Thermal Rber-Cladmis and Smooth -Star ainfigurations) Nominal B&M;D 8quothlon-Impachilictuct; Opaque 1201 No Yea NO MIA Florida Department of Business & Professional Regulation Florlds Dspartment of Business 9 ProtesWonal Roobten Florida Dsparinnent of Business & Professional Regulation plei di Composite Edge Rbwgl� Single Door Building Codes and Standards 11151=1 Building Codes and Standards Building Codes and Standards 10=1 Onawnly(Oulatwil X configuration) 7 a. The�Tm Fiber-Cl=sic and Smooth-Shor Nominal 8&#N;O&quotNon4mpoct&quat Opaque 1201 Composite Edge Fiberglass Single Door With No Yea No MIA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall Sidell phinslintillOutsmoing; XO, OX or OXO 1 1: jjjj��l jj� I configurations) 8 h. Thermill Fiber-C�mt and Smocith-Sibur Nornhod WXl) 9quotNon-Impoact1quot; Opaque 12131r2= No Y" No MIA IN Composite Edge RboVi� Doubts Dow Wth or QW EM or go am pass P-s- 20 age FrAl w nu 20 ad, PA- =2 Fdft or- am 2M put. Ponsind ma WPOA Sldefts (Iftinving/Clubmi XX at OXXO mm Vanow Manuhm-kirw carded, Business A Li- yelikkal a. Vskillibid slkytld FOC Awl A,-,,d Volahzin Nanuf&tum contact EinchisnorALlams, validated IN Volkladial &,bmhhd Fee Asilaw" Approved aituL Za XIMM catau VaIdEW W vdkmd ajbmaw FOCAMmM Aptarl am 0 i. Therml Fiter-Chussio and Smooth-Ser configurstions) Nominal $&#N;8&quatNon4mpw%quo� Glazed 112W Q= No Y" No MIA Affirmithat 2D20 PGT Industries Joint P-mill Wim*Dal RCCO CER Merrill 0=0 -VAL 1113SM20 ilnlill 11W2020 Aptions" Roimi 2020 IJI Wnd-nd Ders wI2 R Lorms, RE Stinnen K Lifich. RE IMS1020 1011012020 12M 5=20 Appr-d Afflinsistat 2l PQT ndustres Jess Rosawal hmin&ol Oil - CER M12n*Dade SCCC, - VAL 1 W512020 110=20 11AIM20 Approued Composite Edge Fsbwal� Single Door Cathallaw. laill (941) 466-0100 (786) 315-2500 outsell VMd- (717) 366-3300 PE-6261 4 (717)317-8454 Collegial W60sivs (041) 48"i0l) (786) 315-25110 onawngtousswring; X conflawratil SuIsCohpar. Fixed ImmW@porduWes.c Sulacetwilin we-. bWIn9*rQmIwd.*wn, Sullicafthlow. lisallano ircowslOQponduWeac 10 Therma�Tru Fiber-Claskshcand Smooth-Sluir Normhal U932A&qtotNon-Implaclit-quot Glazed 12/31=22 No Yee No MIA Compliances fAdhd: Allark Lisling om Complilivica WkWhod: Evolual Report from a Compliance Medical Coruscation Work or Ull an Composite Edge Hourglass Single Door With Forld. Registered #,shi . a U-sed Flal Sidelill tInspAr9%X4wft XO, OX a OXO FLNU.M Pefiassaw Enill OWW4111 11 k Therma-Tru Fillper-Classio and Smooth, Bear configurations) Nominal 880219:88cluot:hlon-Impectilliki Glazed 1211 No Y" No N/A call A,— Description Date AsualitilgLitas Apar-adjal bola gavm in HVHZ Quald, HVI Rdtt Pre-, ZLOULIAL&Qdu" it" proAm yoft mmew 2amL&UMMM Product Closcriotion Ancral ft Usis Austell for Use W309 91" In MM QuIddo HYM RtdKwg Promm Composite Edge F6wglm* Double Door with or vAhout Sidelftes, (InsissinglCutiming, XX or OXXO fth a thb.,N- szo (Lanto fivadle kniall Product VIN Isked Vull Q*ift,�M Yes Yea. Y- MIA ggdmLamw� AnsimmdfwU� anamotimum lum 21" 1 Nations forAll Dom aadifilindisirs Aluminum liflullone 06,2461 yed Yes yes MIA 12 L Therms-Tru Fibw-OnBsic and Smoothaar configurations) Nominwal 7&NQ;O kluot;Nctin-imPacit9quill Glazed 121311= No y" No MIA Awl 2 ftuct No.". Number al� sk- Vatical Atil 11 12131)2024 N. Y- Bubb" Yet WA Composite Earths Fiblarglosa Single Door Onowlims(Oulawns; Y conflauration) 13 m. Theirri Fibeir-Clessicillardl Smooth-Slar Nominal 7&#1 8,quothl-Impasoffitclul Glazed 12031 Q= No Y- No NtA Composite Edge Flissighwas Sing Is Door with Sidell (Imeors,10%,dol X0, OX a OXO configurations) 14 n. Thermal Fbar.Clostifle and Smooth.Stur Nominal Sal 8quotlNon-lirplandquot; GWW 12131=22 No Yet No MIA Composite Edge Flbwglns Single Door omwr9(OUW.kv; X MMIgumbon) 15 o. Thermal Fiber -Classic and Smooth-Sar Nominal S&#3Q;0&quctNcsn­imPpoAq^ Glazed 12,31r= No Yos No N/A Composite Edge FillperighwaSingle Dool Sdolftl ProoMinanDuhroAni OXor OXO Florida Deparbrient of Businese Professional Regulation pope I an Florida Departrinert of Business & Professional Requallon Pal Florida Department of Business & Professional Regulation 16 R. Themni Fiter-Classic and SmDoth-Star conflquirstions) Nominal still Ulucthici irpocAquot; Glazed 12131r= No yed, No MIA Building Codes and Standards In= Building Codes and Standards I(Ifil Building Codes and Standards Composite Edge Fiberglass Double Door VM or vdhcw $Wakes (Inswing/Cluti )0( of OXXO Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail conflaurations) 17 q. Thermal Fibw-C�� and Smootti-Shur Nominal 0&#39:8 liquothlon�Impladifiquol; Opaque 1241r2(W No yous No MIA - - 'i mmbimwlsm,; as 1 0 low ------ — Composite Edge Fiberglass Single Door Wth Trionsom(friawrQKkitwil OIXomiliguration) owasm slow is i Tharml Fiber -Classic, and Smocith-Star Morrill $aM;S&quot;Noft4mpacAql Opaque iwir= No Y" No MIA �2111 antity or 2Ak 291 DK6 Pmdm im Do* pwam bear possidna little Composite Edge F1,11warthous Single Doe-Ath X12111 Version ateadjagaill gElmiL Enci� A Lawson loggauix XM" amawm LIQADWMA Aggressor MOM Mail& Veralon iffiliffillial PSC Allownswell XKM RUnnd- EW.Agamm Ageono Sidelifte(s) and Transom (Insivang/Outsiming Ol litinelikin 2020 James Hal Building P"cia. Inc. Chad Dlqrcks V. And" Ton John Swirl Ill 01)(Ii 12MV2020 oibm2i citing F&C Apion lawAskin 2020 mid, NIck Thaninion Lyndon F. Schools. P.F Ryon, J King, P.El 0211!6`2021 QVISM21 021=021 (i Apaill Redsen 2020 OAF lifichal suoh Italian Mkintill John W. KneaWth. RE 12M SM22 12M741022 12riol 02007tA23 Appir-ed 19 a Therms-Trut Flow-Chasill and Smooth -Star C/Ox of OIOXO call stica Nominal S&IM:B 11111,quothlon-Impaxitilqui Opaque 12all/=2 No Yes. No WA Cutoliell Panel Wafts (NO) 5043% PE-81602 (35Z30-2520 Coal Panel Waft 9330)922-MOD PEA3409 (813)767.605 Cah*M: Real (600) 788,3411 PE-59188 t954) TT2-6224 Composite Edge Fiberglass Single Door witlih Subcodegol acting h.d.disrallsesumehard subcolveilivil Scft rithompscror)Fdoichi.cam SubCdqprjr Asphalt ShInglas .�twho1w... Sidefill XO, OX or OXO Confifiliance UMboLt Evaluation Report tom at C..VU-Mdhd! eohnition liepol C6Mllm"U4Mod: EYOUIRIM lisport Insm a Continuous Head and SO CoMqumboft) Florlds Registered Andiftect we Uteneed Flords Flaide Rogistanind Architect a a Ucemsed Flarld. plaids Reasoned Arahi ar a Ucan said Scrid. 20 t Themnal Rher-Olual and Smoth.Ster Merrill 890-10,0 8quothlo.impactitfill Openque 121311= No YM No IQA Professional Engine. Professional Engineer IsYdeaskmet Entilmor Composite Edge Fiberghm Single Door wft Sideliba(p) QnsWrigiOutowng: XO. OX a OXO FL*12112M Prioddis FLO22rl.MPradLmft ZWUJXMLBAOM continuous HOW WA all carifiaturaticil Qui Anuum AmwoMf"Ust Approved for Use Impew pedw AMML&WOU A --A lia Use A-r,,,d for this kaga RWM Mmomofaun Aporwed for Use hapapt pedw 21 u. Thermas.Tru Fllder-Clawl and StrooUnStar Nominal S&jll &quetNon.irrVactSquot Glucose! I Wit= No yed, No NJA it" Product Modd, Nmba WNM Product Description Carol Ecoklaw Ill In K'i out" i Radical Pressure Shill Product 0044 M-00, al No- Pno"plifialwa, Caused Em"lm Do. In li Oyhods 1I_hdw* ftessisme Product blood. HuMw a Korea Product Dncriodon Cwuacizm"lan In RVKZ Outdch HVKZ R*dKot Pressure Composite Edge Fiberglass Single Door wn Sclialthisto) (IftoohngplOutwall XD. OX a QXO I Comph,rill, Lap Siding its-minit top Ilift 120IP20Z Yea yes N/A MIA I OL &qu0t;2T&qul " Vell sold Vinyl BONN 1211 No Yes No MIA GAF A*h*k ROO Shingles lor use In Fl nm+MiZ Fiberglass minfirood 34b, lommallod, 5-tals and 12116=$ No ym MIA WA Continuous Hirsol and Sit configurations) 2 Hd,Plmk Lisp all 11ber-comeRt lap skiing 112131=3 Yea Yea MIA WA 2 b. WdAlhmeii T4&ql Will Val a ScIld Vi Sent 1=12023 No Y., No NiA hilividge asphaft shiliqlas 22 Thermill Filber-Clazatic and Smooth -Star Nomlo'11884139;0illiquotNon4mpaul Glazed 1213112022 No yes No WA S a. &quct;Greftbi Vintage assail Vent w Sold VkV Seflit 12t3imli NO yes NO WA mposft Edge Fiberglass ftgto Door with 4 d Lquot:050i Sell Vahl, a Ski vwl ad* 12/3112023 No yo. Ne i Sackaltal OrnsoAftWOUtwimi XO, OX a OXO 5 o. &quatchart DoWpol; lill Val w Bad Vinyl SoNit 12`3141023 NO Yes Me FUA Continuill Head and Sill configurabons) a t 9qunz;SuPw;Zl Soffit Vt . Sclid'usityl Sl 12t3Ir"3 No Y., N. WA 23 w. 71hormill Fiber-Clamic and Smooth -Star Nominal SLILV,$ AquotNon-Irnpadliquot Opaque 12)311= No Yes No WA Composite Edge Fiberglass Door Panels YAM Vented adelle(s) (lr*vAnWOuhwkv; XK XXX or XX)Q( clonfigurations) 24 x Therm%�Tru Fiber-Clessic, and Srrocth�Stsr Nominal Slifial 9quotNort-Impactiliquot Opaque 1213112022 No Y" No WA Composite Edge Fiberglass Dow Panels v*1h Vented sidelibol (lnsvAngtOuwwin9,)(X)=or)Q0C( configuration.) 25 y. Themni Filder.Clossiciand Smoothasir Glazed 12(3lr2= No YM No WA C4.poubf5dat Fiberglass Door Panels vAtIn Vented Sidelitial QnvAnpKh*NAW;)O� )=.)O= Floddia Departinnint of Business & Professional Regulation Poll Florida Depa rtment of Business Professional Regulation Paill Florida Department of Business Professional Regulation Poesiol conligurations) Building Codes and Standards Building Codes and Standards Building Codes and Standards 20 z. Thenroll-Trit Filder-Classic; land Smooth -Stout Nominal SWIll illiquothlon-ImpeatillQuot Glazed 12131/= No Y" Me WA Composite Edge Fiberglass Door Panels Win Vented Sildelitial tinsoulngtOutillowing; XX XXX or XX)lX Product Approval AppOCation Detail Product Approval Application Detail Product Approval Application Detail cordigurallonst) 27 za. Thernot-Tru Fiber -Classic al Smocti-Star Nominal B$gM:S illiquothlon-Impacdcluot Glazed 17J3112022 No yes No MIA Composite Edge Fibervess Single Dol 311ill man rmw Sidelite(s) (InswingfOutsymna; XO. Ox or OXO smk Enthl 2dit 291 ads had- Do Endur or no DNA Poodm Do mob or 2KI 2u Cat Iskedinis 213 zb. Thermal Fiber-Chassic and Smocith-Stor confligunall Nominal fitaill Squicit. 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PA 1.2 N Cn -Cu O .� OL • Simpson Strong -Tie Tie 2020 FBC Approved Products p g- pp Updated 12/3W1020 • Simpson Strong -Tie Tie 2020 FBC Approved Products p g' PP For direct Inks to all SST apprW0151a1ld bNovr, CLICK HERE updated t2/JOl2020 � Sim son Stron Tie 2020 FBC A roved Products p 9- Pp For direct Inks to all SST approvals IStld below, CLICK HERE. Updetea,2rJorm2o • Sim son Stron Tie 2020 FBC A roved Products p 9- Approved For duet Inks to all 88T approvals listed DNav, CLICK HERE Updated,2IS0/2020 N Q O For 6rlct Inks to all SST approvals listed DNdW, CLICK MERE �R T� `v For additional Information regarding Florida's Statewide Product Approval System and Mart -Dade County Notice of Acceptance (NOA), CLICN HERE. For additional Information regarding Florida's Statewide Product Approval System and Many -Dade County Notice of Acceptance (NOA). CLICK HERE. For additional Information regarding Flalda's Statewide Product Approval System and Melri-0Dade County Notice or Acceptance (NOA). CLICK HERE. For addtional Information regarding Flanda's 8taDewide Product Approval System and Msntl�de County Notice of Acceptance (NOA), CLICK HERE. C FLU} R7 FL#1044r3-R6 F1.610456-R3 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.5/8" to 3 U cu Cn 9116" and heights ranging from 45118 011". Concealed flange Product Modal. Number or Name Product Description 322111,9 Product Model. Number or Name Product Descrtotldn §MJ Product Modal. Number or Name Product Deaeriotion version (HUSC) available for models having width equal to or O 0 _ 1 Then tainless Steel Concrete 8 Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw 1 A21. A23, A33, A34. A35, A44 Angles 1 BT, BTB, BTH Brick Ties greater than 3-9116" L O L 2 APA21, APA4, APAB, APVA21. APVA4, APVAB Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI8 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-7/8' to 3 0- 3 APB44, APB44R, APVB66, APB66R, APB88, APB88R, AP61010. AP6101 OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS1B, CS18, CS20, CS22 Coiled Straps 518" and heights ranging from 9-1 /4" to 16' � � Q LL _ F1.4951WRIf APVB44R, APVB66, APVB66R, APVB88, APVB88R, APVB1010, APV8101OR 4 CSHP18, CSHP20 Coiled Straps 13 LOU3.25SDS, LGU3.83SDS, LGU5.25SDS Face -mount hangers Cc O ;4,; a `� CU 4 APDJT24, APDJT2R-4, APDJT2-6, APDJT2R-8, APVDJT24, APVDJT2R4, APVDJT2.6, Outdoor Accents Deck Joist Ties 5 CTS218 Compressionffension Strap 14 LU24, LU25, LU28, LU210 Face -mount hangers N (� O Al" Product Modal. Number or Norma Product Description APVDJT2R-8 8 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC2102 Face -mount hangers E Q ail 1 SD10112DBS Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH610R Outdoor Accents Heavy Hanger 7 HI, H10A, H2.5A, H3, He, H7Z, H16, H16S, HIS-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16" to 4- L CD_ 2 SD9112, SD9212, SO10112, SD10212 Strong -Drive SD Connector Screw 6 API-4, APLS, APT4; APTS, APVL4, APVL6, APVT4, APVTB Outdoor Accents L and T Beam-to-Colurm Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedrnvn 518" and heights ranging from 3" to 10-15116', (n O � SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH2eR, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.e3-SDS, MGU5.25-SDS, MGU5.50-SDS, MGW.62-SDS, MGU7.00-SDS Face -mount hangers � CC -0--0 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5, HSS2.2-SOS3, HSS2-3-SDS3, HS84SD83 Heavy Stud Shoe 18 MIU series hangers Fsce-mount hangers available in widths ranging from 1.9116" to 5- SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CST2Z. CBT4Z Concealed Beam Ties 11 HST2. HST3, HST5, HST5 Straight Straps 1/8" and heights ranging from 8-15116" bD 19-1/2'. 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z. CJT4Z, CJT5Z, CJTGZ Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS26 Face -mount hangers SDCP221100, SDCP221134, SOCR271400 11 DJT14 Deck Joist Tie 13 HTS016KTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR. SUL. SURC, SULC series hangers Skewed face -mount hangersavailable in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Sop 14 LFTA Light Floor Tie Anchor 9116" to 3-WIW and heights ranging from 3-111 B" to 13-314". 10 7 SDS25112. SDS25134, SDS25200, SDS25212, SD625300, SDS25312, SDS25412, Strong -Drive SOS Heavy -Duty Connector Screw 13 FC4. FCB Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21_ LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500. SDS2560D, SDS25800 14 FWANZ Foundation Wall Angles 16 LST149, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS25112SS, SOS25200SS, SDS25212SS, SDS25300SS, SOS25312SS Strong -Drive SOS Heavy -Duty Connector SS Screw 15 GA1; GA2 Gusset Angles 17 LT820, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116'to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A-2, H10S, H14, HGAIC Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap Wand heights ranging from 2.5/8" to 11-IW4 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium GirderTiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FL#10007-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15. MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FLt1110867-R6 20 1-30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC86, MSTC78 Straight Straps Sea # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC6683 Pre -Bent Straps Sea X Product Model. Numberor Name Product Description 1 ATR318, ATR1/2, ATR51e, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MST126, MST13e, MSTI48, MSTI60, 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 1/8" and heights ranging from 7-118" to SO'. 3 BP318-2, BP112, BP112-3, BP518-2, BP5/8.3, BP3/4, BP3/4-3, BPRTUD34 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ2BLZ, LSS)28RZ, LSSJ21OLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 26 NCA2x10.12, NCA2x12-12, NCA2x8-16, NCA200-116, NCA202-16 Bridging 2 OGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 4 CNW318, CNW112, CNW518, CNW314, CNW518-112, CNW314-5/B Coupler Nuts 25 LSSRI SI, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewablei Hanger 27 RCW1312, RCWB14 Wall Bracing 118" and heights ranging from 9-1X'to 24". 5 CTUD55, CTUD65, CTUD66, CTUD75, CTU076, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RP818, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/7'to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML282, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5J8" and heights ranging from 7-11W' to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, SIPS Stud Plats Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B. RTUO5, RTUDe, RTU07, RTUD8 Raich eting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH14, SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUW38 Take -Up Washer 31 R8C, RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, STe224, ST6236 Straight Straps 7/8" and heights ranging from 11" to 32-117'. 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 T820, T627, TB30, T836, T842, TB48, TB54, TB56, TSBO Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3518" to 7- 11 URS4 1/2" Uplift Rod Run Ties own System 33 RTC22Z, RTC42, RTC2Z, RT044 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 1/4" and heights ranging from 11-114" 0 37'. 12 URS5 518" Uplift Rod Run Tiedovn System 34 STC, STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiodawn 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-71W 13 URSB 314" Uplift Rod Run Tiec own System 35 TJC37, TJC57 Truss Jack Clips 37 WB106, WB108C, W612e, WB128C, WB143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1 M" to 7- 1/8" and heights ranging from 11" to 37'. FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- FL#10447-RS 112" and heights ranging from 8" to 30' Sea f Product Model. Number or Name Product Description Product Modal. Number or Name Product Description 10 HGLS series hangars Saddle hangers available in widths ranging from 5-1/4" to 8-78" 1 DTT2 Hold-down Sea # Product Modal. Num bar or Name Product Description 1 CBH2.37x5.5, CBH2.37x7.63, CB1,42.374.75 Concealed hangers and heights ranging from 10-1/7' to 28". 2 HDCI0/4, HOC1OY22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 OU, DHU, OH UTF series hangers Face -mount (DU, DHU) and top -flange (DHSTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-IX' to 8- 3 HDQ8, HHDO11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2LSDS3, DSCSRSDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/IB" to 34VI8" and heights 7/8" and heights ranging from 7-117'to 37. 4 HOU2, HOU4, HOU5. HDU8, HDU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23-15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-IX'to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hp Corner Plate 3 HGU3.63-SDS, 1-11GU5.25-SDS HGU5.50-SOS, HGU5.62SDS, HGU7.00-SDS, HGU7.25- Face -mount hangars 1/8" and heights ranging from 14" to 33". 8 LSTHDB, LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.61, HHRC44, HHRO5.2513.25. HHRC5.373.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Tap flange hangers available in widths ranging from 25/16" o 3- 7 MASA. MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.5f8" tD 7- 0/16" and heights ranging from 18" to 28". 8 MPAI32, MPAl44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hp Ridge Connector 3J8" and heights ranging from 5.5116" o 12.718". 14 HUSTF series hangers Top flange joist hangers available inwidths; ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap4tyle purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU7 OOSDS, HHGU7.25SDS, Face -mount hangers 3-9118" and heights ranging from 5-341" to 13-1/6' 10 PA118, PAI23, PAI28; PAI35 Strap -style purlin anchor 8 LSU26, LSSU28. LSSU210 Light Slopeable5kewable U Hanger HHGU9.00-SDS 15 HUTF. HUCTF series hangers Top flange hangers available in widths ranging from I V16" o 5- 11 STHD10. STHDI ORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210-2. HHUS46, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers 1/2" and heights ranging from 3-7118" c, 16'. Concealed flange 12 STH1314. STHD14RJ Strap -style hold-down 10 TC24, TC26. TC28 Truss Clip HHUS7.25MO version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, TRA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9116". N THAC422, THA426, THA422-2, THA428-2 1/8" to 5-1/8" and heights ranging from 4-30' to 15-3/4". 18 HWP series hangers Top flange hangers available in widths ranging from 1-9/1 B" to 7- N 12 THAI1.81122, THAl2,06/22, THAl2.1122, THAI222, THAI322, THAI3522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all I/6" and heights ranging from 5-3/8" o 28" _ 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange Is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- N c 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangars 1/2" and heights ranging from 5-3/8'to 37' �••. y 'o 15 THJM2-4SDS3, THJM2-5SOS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9/16" o 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" to 3- ` t 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2.718" to 19.1/4". Concealed flange SO" and heights ranging from 9-1/8" to 16". a , o 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for ail models having width equalto or 19 JS series hangers Top flange hangers available in width of 1-9116'and heights ro- � M ro v 18 VTCR Valley Truss Clip 9 neater than 2.9/16" ranging from 53/8" o 7.114" 9 g - � m X v" 10 H0001.81/9-SOS, HUCQ1.81/11SOS, HUCO210.2SDS, HUCO210-3SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 11-9/18"and heights a SOS, HUCQ410-SOS, HUC0412SDS, HUCQ5.2519-SDS, HUCQ5.25/11SDS, HUCO610- ranging from9-3/18"to 13-118" N SOS, HUCQ812-SDS to °: cc"41 a .0 oy 'w' C C C, -e CJ '¢ 3 3 i- a, CJ a w c C A C d 6i O w.. Simpson Strong -Tie 2020 FBC Approved Products Updated 1250M20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3W2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12lS42020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12,3wmo ® For drect Inks to all SST approvals listed below, CLICK HERE. For drebt Inks to all SST approvers Isted below, CLICK HERE For direct Inks to all SOT approvals Isted below, CLICK HERE For act Inks to all SST approvals Isted below, CLICK HERE tr rh HERE - Far additional information regarding Florida's Statewide Product Approval System and Mani -Dade County Notice of Acceptance (NOA), ch CK Haas For additional information regarding Fkxidil Statewide Product Approval System and Mamf-0ede County Notice of Acceptance fill n JGK HERE. For additional infamretion regarding Florida's Statewide Product Approval System and Mamf-0ade County Notice of Acceptance INCA), CL rCK HERE, For additional information regarding Florida's Statewide Prpolrct Approval System end Mani -Dade County Notice of Acceptance (NOA), CK 21 LB series hangers Top flange hangers available in width of 1-9/1 B" and heights FL#114(i8-RS 18 S/L.BV1.56, S/LBV1.81, S/LBV2.06, S/LBV2.37, SrLBV2.56, S/LBV2.68, SILBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318" to 15-1/8". S/LBV3.58, S/LBV3.62, SILBV4.06, SILBV4.12, S1LBV4.28, S/LBV4.75, SILBV5.50 6 Strong-Sclt2 (ST62, STB24SS, STB2.6SS) Strong -Soft 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 # Product Model. Number or Name Product Description 19 SA-TT20, S/DTT2Z, S/H T14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3/1 B" to 13.118". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST60, SIMST72 Straps 118 mil (10 go) 7 Titan HD (rHD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSSSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HR56, HRSB, 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 33.1/2'. 3 HUCQ210-2-SDS, HU00210-3-SDS, HUCQ310-SOS Joist Hangar 22 SSP, DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, ME07 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, DTC Truss Clip Type 316 stainless steel cn 7/8" and heights ranging from 9" to 32-1 r2'. 5 THGQ2SDS3, THG03SOS4.5, THGOH2-SD93, THOQH3-SDS4.5, THGQH4SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Then HD Rod Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 6 THGW33, THGW34, THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HO Threaded Rod Hanger (THDB25158RH, THDB37158RH, TH037212RH, Titan HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-114" to 24". THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-316" to 7-118". FL#11473RS FL#13904-RS 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" 0 7- S-ea IY Product Model. Number or Name Product Description Sad # Product Modal. Number or Name Product Description FL#16230-R8 1/8" and heights ranging 9-1/4'tD 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.82-SDSHDG, CCQM4.62-SOSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.82SOSG, CCTQM5.50-SDSG, CCCOIM.62SDSG; COCQM4.62-SDSG, Pmduct Description 3 HIS, H15S,H1e-2,H16,2S Hurricane Tie CCCQW.50-SDSG 1 AT-XP AT-XPHgh-Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETAI6, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLOM05.500-KT, ECCLRQM03.62G-KT, ECCLRQMD4.620- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry JHO # Product Model. Number or Name duct Description 6 HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry -ice is W 1 ABA44; ABA44R, ABA46, ABA48R, ABA66, ABA86R Adjustable Post Base 7 HHETAI6; HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUMJI5.25; HOUM5.50, HGUM7.00, HGUM7.25, HOUM9.00 Heavy Masonry Hangers 5 6 Titan 2 (TTN2) Titan HD (THD-H4SS, THD-HBSS, THD-CSBSS) Titen 2 Screw Anchor for Concrete Than HD Heavy -Duty Screw Anchor or concrete available in 304 � a) 2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5, ABU5.6, ABU65, ABU66, ABU66R, ABU88. Adjustable Post Base 8 LGT2, LGT3.SDS2.5, LGT4SDS3 Girder Tiedown 4 LGUM25.2, LGUM26.3, LGUM26.4, LGUM28.2, LGUM28.3, LGUM284, LGUM210.2, Masonry Beam Hangers ABU88R, ABU1010, ABU1010R, ABUI212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM2103, LGUM2104, LGUM46, LGUM48; LGUM410 or 31S stainless steelwfth hex heed, and 316 stainless steel with 3 ABW44Z, ABW44RZ. ABW46Z, ABW46RZ, ABWWZ, ABW66RZ, ASW7.7 Adjustable Post Base 10 META12, METAI6, META18, META20, META24, META40 Embedded Truss Anchor 5 MBHA3.1219.25, MBHA3.12111.25, MBHA3.56f1.25, MBHA3.5619.25, MBHA3.56/11.25, MBHA3.56/11.88, MBHA3.56114, MBHA3.58/16, MBHA3.5SA 8. MBHA5.50/7.25, Masonry Top Flange Beam Hangers 7 Titan Turbo countersunk head. Than Turbo Screw Anchor for ' v, 4 A04, AC4R, ACE4, ACB, ACBR, ACES Post Cap 11 MSTAM24, MSTAM38, MSTCM40, MSTCM80 Strap Tie or Masonry (TNT) concrete or masonry 5 BC4, BC46, BC4R, SC6, BCBR. BC8, BCS2-2/4, BCS2-316 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry M13HA5.50/9.25, MBHA5.50/11.25, MSHA5.50111.88. MBHA5.50/14, MBHA5-50118, 6 C844, C648, 0848, CBe8, C868 Embedded Column Base M13HA5.50118 ICU 7 CBSQ44-SDS2, CBSQ46-SDS2. CBSQ66-SDS2. CBSQ88-SDS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3.56/9.25, MBHU3.5BJ11.25, MBHU3.56/11.88, MBHU3.56/14, MBHU3.56/18, Masonry Beam Hangers FLSIM7-R3 CC, ECC, ECCU Series Bolted column caps with Wt ranging from 3-1/4" to9.1/'2' and W2 ranging from 3.518" to 7-1/2" FLM 1498-R5 MBHU3.56118, MBHU5.5019.25, MSHU5.50111.25, MBHU5.50111.85. MBHU5.5WI4, MSHU5.50/16, MSHU5.50118 AW Product Model. Number or Name Product Description CV O 9 CCQSDS2.5, ECCQSDS2.5 Series Suavved column caps with W1 ranging from 3-1/4" to 9.117' and ald" Product Model. Number or Neme Product Description 1 X34BIOIMK, X1 S1016, XI61016 4K, XQt S1018, XQt 810184K 410.16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 21._W2 ranging from 3.518" to 7-1/2" 1 DTT1Z Deck Tension Tie Doll Point � 0- 10 CPT44Z, CPTeeZ, CPT88Z Concealed Poet Tie Base 2 HD12, HD19 Bolted Holdowns FL#13975-R8 2 XL0114T1224, XLQ114B1224-2K #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping ^ 11 EP8,44A, EPB44, EPB46, EPBe6 Embedded Post Base 3 4 HD36, HD5B, HD7B, HDW HTT4, HTTS, RTTS-3/4 Bolted Hokiowns Tension Ties Sea # Product Model. Number or Name Product Description 3 XMQ114S1224, XMQ114B1224-2K Screws with #6 Drill Poirot and Large Diameter Hex Washer Head 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 12 13 EPS4Z L.C844, LOBOS Embedded Post Base Embedded Column Base 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 SDW22300, SDW22338, SOW22438, SOW22458, SOW22500, SOW22600, SOVV22638, Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCSZ Light Post Cap SDVV22634 4 X0714S1224, XQ11481224-2.5K, X114S1224, XQ112S1224, XQ1 12BI 224-2K 012-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 Drill Point ' 1 15 MPB44Z, MPB88Z, MPB88Z Moment Post Base 2 SDWCI545Q SDWCi SSOO Strong -Drive SDWC TRUSS Screw V 16 PB44, PB44R, PB46, PBW, PB66R Embedded Post Base FL013626-RS 3 SDWHID300DR SOWH1940ODB, SDWH19800D8, SDWH19800DB, SDWH191000DB Strong -Drive SDWH TIMBER-HEXSorew 5 XU34S1016, XU34B10165K #10-10 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS48. PBS66 Embedded Post Base 4 SOWH27400G, SOWH27BODC, SDWH27BOOG, SOWH271000G, SOWH2712DOG Strong -Drive SDWH TIMBER -HEX HOG Screw #1 Drill Point 1s PBVe. PBV10 Round Post Base 12" Product Modal. Number or Name Product Description 5 SDWS16212, SDWS16300, SDWS16312, SDWS16400 Strong -Drive SOWS FRAMING Screw TIMBER Screw � /�980D, V 19 FC44-18. PC4e-10, PC48-18, PC64-1S. PC B-18, EPC44-18. EPC48-10, ERC48-18, Post Cap 1 SB5/8x24, SB7/8x24, SB1x30 SBAnchor Bob 8 SOWS1SDWS1971Z SOWS2240D,SDWS225OO,SOWS22512, SDWS22900. Strong -Drive EPC84-16, EPC8618 2 SSTB16. SSTB20, SSTB24, SSTB28, SSTB34, SSTB36, SST816L, SST82OL, SSTB24L, SSTB28L SSTS Anchor Bolts 7 SOW322800, SDWS22900, SDM221000, SDWS221100, SDWS221200, SDWS221500 SDW=300DB. SDWS2240008, SDWS22500DB, SOWS226000B, SDWS22800DB, Strong -Drive SDWS TIMBER Screw (Exterior Grade) FL#35320-RO L 20 PC4Z. PC4R4 PCBZ, PCBRZ, PC8Z, PCBRZ, EPC4Z, EPC4RZ, EPCBZ, EPCORZ, EPCBZ, Post Cap L^J... EPCBRZ SDWS22100ODB 3501.9 Product Model. Number or Name Product Description 21 PPB44-4Z. PPB44-8Z Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Woad Screw 1 DSSCB43.5; DSSC848, DSSCB48, DSHS Bypass Framing Drift Strut Connector W'^ 22 RPBZ Retroft Post Base FL#1311l 9 SDWS2730OSS, SDWS27400SS, SDWS27500SS, SOWS27600SS, SDWS27800SS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, FC845.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Faxed -Clip Connector Cn SDWS271000SS, SDWS27120OSS 3 FPHSD34S1018, FPHSD34B1016, FPHSO34B1O18-5K, FPHSD34S1214, #10-15 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- � Soot S Product Model. Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214. FPHSD34B1214.5K Drilling, Tapping Screws ICU FL#10866-R5 1 CMST12, CMST14, CMSTCI8, CS14, CS18, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector 2 HRS6, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18. FHA24; FHA30, MSTI26, MST138, Straps 97 mil (12 go) 5 L.SSC4.25, LSSC S.25, SSC2.25, SSC4.251 SSC6.25, MSSC2.25, MSSC4.25, MSSC8.25, Sheol Stud Connectors All Product Model. Number or Name Product Description MSTI48, MSTI80, MSTI72, S1MST27, SIMST37, SIMST48 6 MSSC4.26KW, MSSC6.25KW RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector C`I 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28; HTS30, HTS30C Heavy Twist Straps FL#15363-1113 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 7 SCB43.5, SCB45.5, 901347.5, SCS49.5, SC6411.5, MSCS45.5, MSCB47.5 Bypass Framing Slide -Clip Connector 3 GH46.6. GH46-8, GH46.81 GH48A GH410-6, GH410-8, 01-186-6, GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTAIB, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 gar) Ata Product Model. Number or Name product Description 8 SCS325187, SCSr32-5Q7, SCS62-51118, SCS82-51110 Bypass Framing Connector � ■ 8, GH610.6, GH810$ 6 LSUSH3.25, SUBH3.25, MSUBH3.25 Bridging Connector 1 AS 18, AS IM. AS 18S6 16 ga. Truss Plates 9 SCW3.25, SCW5.5 Head-ct-Wall Slide -Clip Connector r 4 GLB5A, GLB5B, GLB5C. GLB5D, GLB7A, GLB7B. GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 2OHS 20 ga. High Strength Truss Plate 10 SIC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connwbfs L 5 GLBT512, GBLT812, GLBT518, GBLT616, GLM20, GBLTS20 Glulam Bearing Plate 8 LTS12, LTSte, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.51 a Bypass Framing Slide -Clip Strut Connector O ICU 6 HGLBA, HGL.BS, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30. MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XL.SH7881414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HOT-4 Heavy Girder Tiedown 10 MSTC68, MSTC78, STS238 Straps 88 mil (14 go) Screws L U 8 UFPIMDS3 Universal Foundation Plate 11 MTS12, MTSIB, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1018, XQ1B1016-4K, XQ1S1214. X0181214-3.SK, X078131224, X07881224-3K, #10-167 #12-14. and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S/81.56, Sl1i S162.06, S1B2.37, SB2.56, S182.68, S/B3.12, SA33.56, 6/83.62, S/B4.06, Top Flange Joist Hangers FiLl"030-114 X01I4S1224, XQi 14B1224-2.SK, X0112S1224, XQ11281224-2K, X3461016-5K, X1S1016, X1B1016.4K, X1S1214, X1B1214-3-5K Tapping Screws Q Sh84.12, Sf84.28, S/84.75, SW.50 Z 13 SBA2.12/8, SIBA2.12/10, S/BA2.12/12, SeA2.12114, S/BA4.1INS, S/BA4.18II0, Top Flange Joist Hangers ^3ffiA Product Model. Number or Name Product Description VBA4.16/12, S/6A4.18114 f ET -HP Adhesive Anchor for concrete Z 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GOPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 SMDSS, SfHO88, S1HD10S, S/HO106, SMDISS, S/HD15B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, POPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 SMDU4, SIHDU6, S1HDU9, S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 'J n' 17 SfJCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. March 6 2023 PA 1.3 1iI�lE� y ITa1�PN1Pl+!'llwl���P�tr7+11 �I�Al�+�'�1'�1►� MIAMM XUAMI-DADE Coi7Nrir ISOM PRODlicrcoatTROL S C17W 11905 SAY 26 SeeK Rooms 708 DEPARTMENT OF REGIILl1TORYANDECOM- ORUC RESOURCESptER) miun, Plod& 33175 474 BOARD AND CODE ADMIMSTRATION DIVISION T (36) 3 U-2390 F (W) 315-2394 NOTICE OF ACCEPTANCE (NOA) .r.ru-miamiiaae.a"Awssow PGT Industries, Inc. 1070 TechadoLy Drive, '_Forth Venice. FL 34275 SCOPE: This NOA is being issued under the appficablenales and regulations goi eming the use of conAructionmateriaals_ The documentation submitted has been reviewed and accepted by Miami -Dade CouttyRER Product Control Section to be used m Mami Daole Quay and other areas whcm alloaw'ed by On Attthoxily Hai ing J Cn (AIM. This NOA shallnot be valid after the expin6on date stawilbelow_ The Nfiami-Dade County Product Control Section (In MamiDade County) an&orthe AHJ (in areasother teaflMiamiDadeCounty) reserve the right to have this product or material trstedfor quality aw==cepwposess. If leis product or material fails to pesformin the accepted manner, themanufacturer willinturthe expense of such testing andthe AWmay inn nediatelyrevoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined byMtami-Dade ConutyProduct Cookoi Section that this product ormaiesial faits to meet time requirements of the applicable building code_ This product is approved as described hesem and has been designed to comply with flee Florida Building Code_ including the High Velocity Huuicane Zone. DESCRIPTION: Series "557012770" Vinyl Sliding Glass Eloor (Reinforced) whro 900 & 139 corners-L14d.L APPROZ .AL DOC[',IlE NT. Drawintg No. MD-5570.0 Red, B, titled "Vinyl Sliding Glass Door N0A(12.4)", sheet I through 21 of21, preparedby mamdactuser, dated IW051I 5 and last revised on 02/01121. signed and sealed by A. LynnMr7kr, P.E., bearing the Nfiami-Dade CountyProductControlRevision stamp with the No imof Acceptance number and expiration date by the Mami Dade County Product Control Section. 11SSELE LM0PACT RATLNG: Large and Small 3rissile Lmpact Resistant Limitations: 1 _ See table 1 (sheet 2) and table 2 (sheet, forappheable SGD unit nines, design p tesmes, reinf"cements types., glass types, sill riser (see tables B-1 & B-2; sheets 7-3) and anchor layout sheets requirements in 11 thru 16. 2. RigidWhite FJC,Tan (Non -white) Rigid PVC andBrouxcanted (Painted orlam imuted)whiteRigidPVCtobe labeled per referenced NOA's requirements- 3. Egress operable doors must comply wile min clear width or height per FBC requirement, as applicable. •t. Pocket walls under separateapproval,toberevievpedbeyBuildiugofficial L UMLLNG: Each unit shall bear a pennanent label with the manubcturees name or logo. city: state and serves and following statement " i-Dude County Product Control Appmved", noted herein. RENEWAL of this NOA shall be com4eredafter a renewal application has been filedand there has beenuo change in the applicable buddmg code negatively of -e ctmg lhe perf a of this product TEI+ I ATTON ofthis NOAwill occur afterthe expiration date" if these has beam a re%isim ar change in the materials, use, aa&or manufiwture ofthe product or process_ Misuse of this NOA as an endorsement of any product, for sales. advertising or any oder'ptuposes shalt automatic ally tote this NOA. Failure to complywith any section of this NOA shall be cauw for tern ination and removal ofNdA_ A,DVERTISUM E'4T: The NOAnumber preceded by the worts Maori -Dade County_ Florida, and follm-ed by the expiration date may bedisplayed inadvertising iitetatore.. Ifmypo:fionofthe NOA isdisplayed, then it sha11 be done in its entirety. INSPECTION: A copyof this entire NOA shall beprovided to the user by1he manufactuses or its dislnhntors and shall be available for inspection at tee job site at the request of the Building Official. This NOA revises & renevm NOA il20-0429.05 and consists of this page 1 and evidence pages E- 1. E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned aba%*- The submitted documentation was mriew ed by Ishaq I Clarnda, PE. NOA No. 21-0205.83 ra'wt Expiration Datet April 14, 2026 Approval Date..UXrck 25, 2021 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTAYCE: EVIDENCE SUB-1IITTED 3. Evidence Submitted under previous submittal A. DRAWINGS 1. Drawing No. MD-5570.0 Rev B, titled ' V nyl Sliding Glass Door NOA (LW'. sheets 1 through 21 of 21, prepared by manmlfacturer, dated 10105115 and last revised on 04,12MO, signed and seated by A- Lynn Milieu. PE. B. TESTS 1. Test reports on: 1) Air Infiltration. Test, per FBC. TAS 20294 2) Uniform Static Air Prey Test, Loadingper FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Fltssure Loadingper FBC, TAS 20394 along with madmd-W drawings and installation diagram ofali PGT industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: F11-7897, PGT PUIS520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Ahem Sliding Glass Door (unit 7 in proposal:) FTL-20- 2107.2, PGT CA740 Ahem Outsw•ing Caset ent Window (unit 8 in proposal) FTL-20- 2107.3, PGT PW7620A Aluminum Fixed Nkrmdow (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Akin itnml Fhred Window (unit 10 in proposal) dated 07113120, all signed and seabed by Idalmis Ortega. PI_ C. CALCLrI.ATIONS 1. Anchor verification calculations and structural analysis. complying with FBC 7n Edition (2020), dated 04I22120, prepared by manufacturer- signed and sealed by Anthony Lynn Miller, P_E_ 2 _ Glazing complies with A.STIM E 1300-04, -09, 4 2 and -16. D. QUALiri ASSUILMNCE Miami -Dade Department of Regulatory .and Economic Resources (RER). E. MATERLAL CERTIFICATIONS 1_ Notice of Acceptance No_ i9-0305.02 issued to Kurarar America, Lac, for their "TrodfoW Uhraclear, Clear, and Color PVB Glass Llterlayers". egg on 07/0&24_ 2. Notice of Acceptance No.17-0803.02 issued to Km aray America, Inc. for than "SentryGla (Clear and 'C bte) Glass Interla a '. expifing on 07104; 23. 3. Notice of Acceptance No_ 18-1106.10 issued to Vision Eatiunons Limited for their "Brown Coated (Painted or Lamittated) ,11`hnite Rigid PVC Exterior Extrusions for Windows and Doors", expi6mlg on 09130,24. 4. Notice of Acceptance No.18-1106.11 issaled to Vision Extrusiorns Limited for their series "VE 1000 Tan 202 and lighter shades (N o"-Thke) Rigid Cellular PVC Exterior Extrusions for Windows and Doors', expiring on 12129121. Ishaq L Ckaads, P.E. Product Con#ra1 Exit Supwviser NOA No. 21-0209.03 Expiration Date: April 14, 2026 Approval Date: X(arch 'a, 2021 E4 PGT Industries, Ina•. NOTICE OF ACCEPTANCE: E v1DENCE SUBMITTED 1. Evidence submitted under predorus NOA A. DRAGS 1 _ Manufacturer's die drawings and wdions. (Submifed under AWA o.11--0107.04) 2_ Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA (IWI, sheets 1 through 21 of 21, prepared by mitnufactuter, dated M05115, with revision A dated 04105117, signed and sealed by A. Lyn Miller P.E. B. TESTS 1 _ Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC. TAS 201-94 3) Cyclic Wind Pressme Loading per FBC, TAS 203-94 along withinarkedup drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No_ FTL 9717, dated I M7115, signed and seated by Idalmis Ortega. P_ E_ (Test report revised on 02/15/16 and 0124116) 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Piemwe Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 20194 5) Cyclic Wind Press Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along withnmdwd up drawings and installation diagram ofvmyl sliding glass door, prepared by Feame shatim Testing Lab, Inc., Test Report No. FTL 8546, dated 11/06115- signed and sealed by Idalmis Ortega, P_ E. (Pest report revised on 01,104/16 and 0211112016) 3, Test report on 1) Air Infiltration Test. per FBC, TAS 202-94 2) Uniform Static Air Press= Test, per FBC, TAS 202-94 3) Water Resistance Test_ per FBC, TAS 202-94 4) Large Fissile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Ptessum Loading per FBC, TAS 203-94 6) Fumed Entry Test, per FBC, TAS 202-94 along wither -tap drawings and installation diagram ofvinyl sliding glass door; prepared by Festitraft en Testing Lab, Inc., Test Report No- FTL 8547, dated 12104115, signed and sealed by Idaktvs Ortega, P. E. (rest repot raised on 02 I5116) 4. Test report an 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test. per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Mlssile ImW Test per FBC, TAS 20194 5) Cyclic Wind Pressure Loading per FBC, TAS 203_94 6) Forced Entry Test, per FBC, TAS 20294 along with ma ked-W drawings and installation diagram of vinyl sliding gpass door, prepared by Fenestrations Testing Lab, Inc., Test Report No. FTL W-6. dated 12,10415_ signed and sealed by Idalmis Ortega, P. E_ (Test report revised on 01104/16 and 02111114 Limit L Chaada, P.E. Product Control 17Ait Supervisor NOA No. 21-0205.03 Expiration Bata: April14,2026 Approval Date: March 25, 2021 E -1 CGI Windows and Doors, Inc. NOTICE OF ACCEPT 4.NCE: EVIDENCE SUBdITTED E. MATERIAL CERMC-MONS (contmue) 5. Qum= Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU -in; hr. #1k--F, ASTM F 1249 VAITRPass, ASTM D3985 Oxygem-Pass; ASIM E 2190 I_+G_ Durability No Fog Pass. (SubmNed under pronlous .N50A .Mo.15 409 OS) 6. Quanex Part Durase complying with ASTM C518 Veal Conductivity 221 BTU -in., hr_ft2--'F, ASTM F 1249 WVTR Pass, ASTM D 1434 Argon PenUMCL-Pass ASTM E 2199 LG_ Durability -No Fog, ASTM E 546 Dew Point Development -20OF in 48 hrs. (Submitted underAW-4.YA 15-040.05). 7_ Vision E sio ns- Ltd_ Parts complying with PVC-AANIA 303-13, Voluattaty Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd. -VEX- I by AAMA Fenestration. Exte oir Profile Certification Program. (Submiard under.VO.4 jVa 15- 0409. &5) 8_ Vision EmnL4ons, Ltd. Parts coat plyiW with PVC-AANL4 303-13_ (Sub>iriffed under X04 No. l S-046 A5) 9_ PVC-AAMA 303-13, Voluntary Specification fair Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision. &human& Ltd-VEX-1 by AAMA Fmestration Exterior Profile Certification Program_ 10. Notice of Acceptance No. 18-1217.14 issued to Etlergi Fenestration Solution, USA. Inc. for their -Tan 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02/04.21. 11_ Notice of Acceptance No_ 18-01M.02 issued to Energi Fenestration Solution, USA, Inc, for their series `%lite .Rigid PVC Exterior Extrusions for Windows and Doors', exprring an 02f28123. 12. Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Solution, USA, Inc. for their "Bronze & light shade cap coated White Rigid PVC Ext n for Extrusions for Windows and Doom", expiring on 0411625_ F. STATEMENTS 1. Statemtem letter of conformance to FBC 7a Edition (2020), dated 0422,M issued by mom, signed and sealed by Anthony Lynn Miller. P.E. 2. Statement letter of no financial interest and of independent, issued by manufacturer, dated 04118f20, signed and sealed by AnthonyLyrm Miilrr; PE. 3. Private Labeling Aunt document between PGT, dated 0330J15 and signed by all involved parties. G. OTHERS 1. This NOA revises NOA# 17-042(L06 (PVT w)CGI) and updates to FBC2020 (7* Edition), expiring 04MM- 2. RER Test proposals #19-1155 dated 01110.20 approved by IshagI_ Chanda, PE, expiring 04'14/21 _ t I*aq L Ganda, P.E. Product Con" [grit Superdssor "NOA No. 21-0205.03 Expiration Date: April 14, 2026 Approval Da te: Moroi 2:-,' 021 E -5 1 r, .NOTICE OF ACCEPTANCE: EE'IDENCE ST-MMTED B. TESTS (continued) 5. Test report on 1) Air lufiftration. Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 3) Water-Resista= Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Prue Loadingper FBC, TAS 203-94 6) Forced F..ntry Test. per FBC, TAS 202-94 along with masi€edup drawings and installation diagram of vmvl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL W49, dated I I M 5, signed and sealed by Idahnis Ortega, P. E_ (Test report revised on 12104115 and 0211 I116) 6. Test report on 1) Air Indration Test, 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 along with marled -up drawings and installation diagram of vmyt sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12104f15, signed and sealed by Idalmis Ortega, P. E. (rest retort revised on 021152016) 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 20294 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pre Loadingper FBC_ TAS 203-94 along withmarkedup dowmp and installation diagrarn of vinyl sliding glass door, prepared by FenestrAion Testing Lab, Inc., Test Report No. FTL 6639 (samples A-1 thru A-22), dated 11 /19/10, signed and sealed by Jorge A. Causo. P. E. (Subuti wd under Nd_4 No. 11- 0107. 04) 8 Test report on 1) Air Infiltration Test, per FBC, TAS 20294 2) Uniform Static .Air Pressure Test, per FBC. TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Miser Impact Test perFBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 6 j Forced Entry Test. per FBC, TAS 202-94 along with mukedup drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No_ FTL 6337 (samples A-1 thro A-5}: dated 12.106110, signed and sealed by Jorge A. Caw, P. E. (Submitted under .,NVA IV& 11- 0107.09) C. C ALC[.'LATIOhS L Anchor verification calculations and structural analysis, complying wish FBC-2014, prepared by PGT, dated 12,M-15and last m ised on 01'I SA6. signed and staled by Anthony I- Miner, P.E. (SnbmNed under. 0.4 No. 151210.p1). 2. Glazing complies with A.STME-1300-09_ Ishaq L Chanda, P.E. Product Control Gait *Supervisor NOA No. 21-0205.03 Expiration Date::April 14, 2029 Approval Datei Ifarek ;, 2021 E PGT Industries, Inc. NOTICE OF ACCEPT.4 XCE: EVIDEI1iCE SIMMITTED 3. New Evidence Submitted A. DRAWINGS 1. Drawing No. XED-5570.0 Rev B. titled -Vinyl Sliding Glass DoorNOA (LNi)", sheets I through 21 of21- prepared by manufacturer. dated 10105/15 and last revised on 0210ML signed and sealed by A_ Lyra Miller, P.E. Note: This revision consists rEplacesnent of same existing installation screw with fiat head_ B. TESTS 1. Norte. C. CALCULATIONS 1_ None- D. QULAI.TTY A.SSI AN1C'E 1. Mtam>rI]ade Depw1ment of Regulatory and Ecmmc Resources MM)_ E, MATERIAL CERTMCATIONS. I_ Notice ofAcceptance No.19-0305A2 issued toKuraray America, Inc. fortheir "Trosifol& Ultraclear, Clear, and Color PVB Glass Interlarers , expiring on 07/08114. 2. 'Notice of Acceptance No.17-080&02 issued toKuraray America, Inc. for their "SentryClast (Clear and White) Glass Inter raw-s", expiring on 07104123_ 3_ Notice ofAcceptwm No. 19-1106. 10 issued to Vision Extrusions Limited for tbeir'Sroh n Coated (Painted or Laminated)'4tiWW Rigid PVC Exterior Extrus us for Windows and Doors"', expiring on 09130,24. 4_ Notice ofAcceptanm No. 18-1106.11 issued to Vision Extrusions Limited for their senes "'VE 1000 Tau 202 and lighter shades ffon-tiltate) Rigid Cellular PVC Exterior Extrusions for Windows and Doors"- eqnring On 12)29121. F. STATEMENTS 1_ Statement letter of conformance to FBC 716 Edition (2020), dated 02MV21, issued by trtmifarh=, signed and sealed by Anthony Lynn Miller RE. 2- Private Labeling Aft dated 034)8i21 between PGT Inchistries, Inc. and CGI Windows and Doors Inc., signed by Dean Ni Ruark, P.E., V.P. Engineaw. on behalf of both compan es. G. OTHERS 1_ This NOA revises & renews N0.0 20-0429.05 (PLA wt+CG4 expiring M14i26. 2. The current associated PL..4 CGI fife. #214205.01, a q** 04114,26. E -6 15t,7 t- L`4,rn-A, Ishaq L Glanda, PE. Product Coutrat Lit Supervisor NUA No. 21-0205.03 Expiration Dade: ?►prod 14,2026 Approval Dame: bfarei V5 20:1 PGT Industries, Inc, NOTICE OF ACCEPTXNL CE: EVIDENCE SUBMITTED D. QU_ALI1T ASSUTRANCE 1. Miami Dade Department of Regulatory and Economic Resomm (RER)- E. 3 .s1TERIAL CERTIFICATIONS 1. Notice of Acceptance No.15-4528.14 issued to Vision E mmsion Limited for their •'"'%e Rigid PVC Exterior Extrusions for Windows and Doors-, dated 0813/15. expiring on 0913eg9. 2. Notice of Acceptance No.16-020.08 issued to Vision Extrusion Limited fortheir -17E 1000 Tan 202 and lighter Shades (Non-i lice) Rigid PVC" Extetinr Extrusions for Windows and Doors", dated 12108116, expiring on 1209/2 L 3_ Notice of Acceptance No. IS-0529.15 issued to Vision F-vtrusion Limited for their "Brown Coated (Painted or Laminated) Whke Rigid PVC Extet-ior Erhvsions for Windows and Doors", dated 09113115. expiring our 09130/19. 4_ Notice of Acceptance No- 16 4712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their "TAN 3040 and Lighter Shades ( Ion-MItite) Rigid PVC Exterior Extrusions for i , endows and Door's" dated 09115116_ expiring on 0104121. 5. Notice of Acceptance No-16 4712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their -Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15116, expiring on 04116120. 6. Notice ofAcceptance No-16 4712.03 issued to ENERGI Fenestration Solutions USA, Inc. for tbek "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08r1W 7, nq)iting on 02r2&q S. 7_ Test repeats No(s). 10-M-792(A), 10-06-MO52 T 535753-09. per ASTME-84, ASTND 1929 and ASTUD-635. issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted render A10-4 1'o.11-01 #7 04) 8. Notice of Acceptance No.14-0916.11 issued to Kutaray America.. Inc. for their -=Sentr-*Glasg- (Clear and White) Interlaver", cq ing on 07/(WI8. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc- for their Troiffol* Lntracl+ear, Clear and Gorr 1`T*B lnterLwers", egiriug on 07/08119. F. STATEWPT'S 1 _ Statement letter of conformance with FBC-5nEdition (2014) and FBC-61"Edition (2017} issued by manufacturer, dated 08114117, signed & sealed by Lyra Miller, P.E_ 2_ Statement le-tter ofno financial interest. dated WI&17. issued by tmatrttfacturrt, signed & sealed by Lynn Miller, PE, 3. Letter of lab compliance, part of time above test reports. 4. RER_ Test Proposal No.17-0397, dated 05)95117, signed by Ishaq Chanuia. P.E. G. OTHER 1. Notice of Acceptance No.15-1210.01, issued to PGT Industries, for their Series "557012770" vinyl Sbd#ng Glass Door (Reinforced) - L.hi. % aq*ing on 04I14r21 _ f, -/ 4n�, lshaq 1 ckanda, PE. Product Control Unit Supervisor NOA No. 214205.03 Expiration Date: April u' Zou Approval Date: 1llarck 25, 202I E -3 N N —Cu O� N U CD Q O 2 CU.� U - Cn CD Q 2 .O C 2 (D_O L.L CU � E (y L 6_ H-0 C)Q a z W J I Nmll�' SHEET NO. PA 1.4 March 6, 2023 ,&_' , - - 1, 11 I :...6 ...1. 111 .. MIAMhQADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DE® NT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadceov/economy Cast -Crete USA, LLC 6324 County Road 579 Seffeer, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. hgnn rflf , ,/1 NOA No. 20-0630.15 eottN7Y /7 Expiration Date: 09/11R023 08120, 2e 2 o Approval Date: 08/20/2020 Page l Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by A Craig Parrino, P.E, dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Ramon, P.E. C. CALCi LATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2, Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. z Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. ad elmy A. M r, P.E., M.S. ProcYuct Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E - 1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`; sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 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" LT4612, titled "Cast -Crete 4 , 6" & 12 Lintel Safe Load Tables'; sheets 1 Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all 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. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS I. None. B. TESTS I. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, C. CALCULATIONS prepared by Craig Parrino, P.E,, signed and sealed by Craig Parrino, P.E. 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 Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig 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. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. A. DRAWINGS 1. None. B. TESTS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E. MATERIAL CERTIFICATIONS F. OTHER 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. elm A. Maker, P.E. M.S. Y + 1 � ��— ,, eimy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-2 E-3 ^W' W -0 CU U L O� Q O .� 0 .� Ca U to .� CU 0-0 0 C -a N O O0 3 4-U_ C .CU co -p E O L_ .0 CU -0 .G � CD 0- Q a z z W J e+� N 0 N N U O V cm a LA- a � o � y o m o 4 Y C..0 O O �, -ccC3 . 3 3 cc as m .o a, mu c o rn a c E o a c.) 0 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. 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. CD 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 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. _ 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- �� CU > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of Q 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. Q LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 O through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last �_ -4--+ revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on U January 22, 2019. 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. F. OTHER 1. Article of Conversion for a name change. O 1` w C?Relmy A. Maker, P.E., M.S. Helmy A. Makar, P.E., M.S. 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: 0S/20/2020 E-4 E-5 a - March 6, 2023 SHEET N0. PA 1.5 � Lab" / J I I LAI ECO PRODU LUALUA110MALED113150-29472M 2 PROW= LWALLIAMN REPOWrIN0. 20472LO 3 iimc\ TILLIT TESTING & ENGINEERING COMPANY - - - - ___ 2.2. TES REPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS S. MATERIAL CHARACTER11STICS AND _$YfCFWAn0At Shah be stric In accordance with General Notes and Compcinerits indicated on WAT TRR A. T=, JR., PA, YL �t _2 1, 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product EvoluaUan Document (P.E.D.), drawing -FICAU-M,01106719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-1741. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 9"89 dated 08/0911 996, #98-570 datedogi,18/199e, 2e,of Product Evaluation Document (P.E.D.), drawling No. 20-176. PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports# 2032 dated 0411 611998 and # 2126 dated 10/0511 998 witnessed by Gilbert Diamond, P.E. a nd Report No. 7. UMITATIONS AND CONDITION OF USE; REPORT NO.: 20-0728.01 0219.01-09, dated March 4,2009, 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 OC Metallurgical, Inc.. dated March 13, 2009, on shoe I of 26, as well as General Notes # 1 thru 4 and I 1 thru 16, trIdicaled on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT CATEGORY: shutws signed and sealed by Frank Grate, P.E. prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr,, P, E. PRODUCT SUB -CATEGORY- Storm Panels 2.& RUCTURAL ENGINEERING C&CULADONS 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1020.2 of Me Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED $TEEL STORM PANEL Wind load. as wall as maximum anchor spacing vs. design wind load and panel MANUFACTURER. Global Protection P ioducla, I.I.C. length based on rational and comparative analysis, and In accordance with section 161 6 of the Florida Building Code. Calculations prepared by Tilteco, Inc,, 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame shictLires. 4800 S.W, 61 Street dated 11/03(08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P_ E. Davie, Florli:143314 1. PURPOSE ff EMALUATION; 3. MISSILE IMP -ACT RMISTANCE, Product Evaluation Report prepared by Walter A. TIM, Jr.. P.E. (Florida License This is a Product Evaluaticin Report Issued by Walter A, Tillit. Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ID # 19043) to the Global Protection Products, LLC, Rule Chapter No. ... %il"OH0410,40 61 G20-3, Method I D of the Florida Department of Business and CW_ IND LOADS RESISTANCE: % Not �A N - TkZ,,%. ,P;I� ........ . , Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind . �-� j�-`�tEly& t . This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall beas Indicated on sheets 8,10,14,15, 16.19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. - I ..* *.IN - '-. 1 1 _­ I ,--No. 44167 _-_-_�-__-=9-=,,:-- been verified for mmpl lance In accordance with the 2020 Sevordh Edition of Me Florida Building Code, and to verify that the product Is for the purpose Intended 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1, , - " *..-...---:.* .. * :��4�� 1�;.*Ls,, STATE OF at bast equivalent to that required by the Ccde� 14, 15,17,18,19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-178. .-* - ,/ i -0�.. F1 7' .7 . gt .... '. , This Product Evaluation Report shall be subject to review and revision In case of 5. INSTALLATION, r�.--'1OR1D`1---1',, � , ,,,;, S/0 " * ­ * I .� ,,,,i ..... 1,1�� a Building Code change that may ~ Its limitations and conditions Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED: sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document YVATILL DA TtLTECO ACINION RECORDS kP. E. REPORT-20 kGLO9AL PROTECTION PRODUCTS, LLC I 20 GAGE 2. 1. PRODUCT EVALUATIONDOCUMEN-T (P.E.D.110 (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL ISTOM PANELk DRW3 N MI 71111 I REPORT 0 204MOI Drawing No. 20-176, tIded 92D GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14,16, 26 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176. sheets I thru 26 of 26 prepared by'r ifteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part 'Ii,kIIIIIII41sq', Evaluation Report, ,,,00,141181; �.%, � A �, I% 'A4, - tR k rj� J)'N ;)� ze,'�� ,,Jkil�%2& ** ' 0 .." - A/ * '.' . �P K !I:�� ............ , . C %� - __ -.0, - III) EN.7 ". �� - .IN � ---� , r, 14...- \\ EN,j�p'%.. , - . %_ _�___J___Akk�� No e %. S - � ___ - . *. S - < --,T�4 �_4 - [� .-44167 "t I '. f-_- - " .. .44167 = ,�', _W/ - *: . , I I `��-.*,. . _W_ *1 -o7m�/-,__ - , * I C I ' Z/ . - __ � __! __ ..A , -J.P - , ­­ U.- .. 41Z. IT 7%001 dt, . :;.-,'- 40F.Iul� .- f - t . STATE OF ,iq�j 03 .--��y " , v-d... - ....- � 6.155 NX 36th Street, Suite 305, Miarni. Florida 33166 - Phone: (305) 871-1530 .WZ , * ­.' , I �, 'q..... .. " % 6" S/0�� tv� %y i.. �e '"Fifill , --l-OH14011 . 11111i0l, .. GMERAL NOTES: �vaa M IOK "MM VMM ' STORM PTCL SHOW PRODUCT r^UAT,ON DOCUMENT (PC,D) HAS am vow" FOR CWKAKE IN ACCORDANCE WITH THE 202D (7th EDITION) OF THE FLORIDA SUALDINO CODE DESIGN WIND LOADS SPAU. BE DETERMINED AS PER SECTION iwoor THE ABOVE MENTIONED CODE, FOR : WIND SPEED AS REDARIED Fly THE JURISDICTION WHERE THESE SHUTTERS WRA BE FOR DIRECTIONALAY FACTOR Kd-O 55. USING ASCE 7-16 AND STOLL NOT EXCEED INC .=,ff) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14. 15. 16, TO It 2Q IN ORDER TO VERIFY IRE ARM COMOMON. ULTIMATE DESIGN VAND LOAM DETERMINED PER Asa 7-16 SHALL BE FIRST REDUCED TO A-& D DESIGN WHO LOAD$ BY MULTIPLYING IWM BY 0 6 IN ORDER TO COMPARE THESE W/ AMA (AS.0) DESIGN PRIESSILINE RATINGS INDICATM ON $WEIFS 7 T4AU 17. 14, 15. It. 19 & 20 IN ORDER -,C VERIFY THAT, ANCHORS ON THIS PED AS TESTED WERE NOT OVER STRESSED. A Lft INCREASE 04 ALLOWABLE VMS FOP WIND LOADS VAS tML USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD RAS BEEN DETERMINED In ACCORDANCE WITH NLD.S. 20111. STORM PAMEL'S ADEQUACY FOR IMPACT AND WIND RCWAV4a HAS KEN VERIFIM IN ACCORDANCE W� SECTION 1626 Of THE ABOVE MENTIONED CODE AS PER HURRICANE O*W[FNNG IT TESTING INC REPORTS 96-N9. 96-S70 & 96-T30 AND FENESTRATION TESTING LAB INC, REPORIS #2032 * #2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203 AS WELL AS AMERICAN TEST LAID Of SOUTH FLORIDA RD�= 0021 9.01-09, AS PER TAS 201. TAS 202 AND TAS 203 STANDARD& 2 ALL ALUM"M EXTRUSIONS -0 BE 6%3-T6 ALACY AND TEMPER. (UMUSS OTHERWISE NOTED) SEE SHIEETI 2 1 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL PAVE MOS-#04 ALLOY 4 ALL STEEL SHEET METAL PAWLS SHALL HAVE SIOA-71I.RAIL OL04M SrEn_ ASTM A-653 GRADE 50 MTOMUM. G-60 GALVANIZED STEEL OESIOMPON W/fY. 50 5 - (AFTER ROLLED) 5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 310 AM SERIES Oft CORROSION RESISTANT COATED CARSON STEEL AS PER DIN 50018 W/ 50 kw YIELD STRENGTH AND 90 %a TENSILE STRENGTH k SHALL COMPLY W/ FLORIDA OUILDING CODE SECTION 2A 11 3�3,4 5 INCILTS, TO BE ASITIA A-JO? GALVANIZED STEEL 00 ATSI 504 SERIKS TTANCM SIEEL WITH M I- KINAKAK YTELLD SIREN7. I ANCHORS TO WALL SHALL BE AS FOLLOWS' (A) 0"VIETE - 1/4*9 TAPCON ANCHOAS AS MANUFACTURED IN IT* 9LALDEX. INC IMP f*�310 ws.) * - I /:.. 0 ,.37/ ' CALX-LN ANCHORS. AS MANUFACTURED BY DEVALT INC (MIN t*­3000 ",,) - I/ /4� SCUD_SrT ANCHORS. AS DISTRAILITED BY AU PONT SCRIEW, BOLT & SPECIALTY CO (K` I '­3000 9.0 - 114-10 PAPIELMAVIE FEMALE 9) & PANELMATIF PLUS ANCHORS. AS MANUFACTURED By ELCO CMTRWKM PRODUCTS. (NON I' -3350 p.ai) - 1/4-0 C; TAP-ORIP ANCHORS, AS MANUFACILTRED In ?RL-FAST CORPORATION (I'­%O0 P-) 41) INFAMM EMBEDMENT OF TAPCON ANCHORS INTO PWRICID CONCRETE SHALL BE 1 3/4*� 2* FOR PAMELMATE FEMME To AND PNOUWTE PLUS AND 1 1/4- FOR CF TAP-ORTP ANCHORS A2) CALX-IN a SOLJO-SET ANCHORS SHALi BE EMBEDDED 7/6- INTO THE POURED COKAM NO EMBEDMENT INTO STUCCO SMALL BE PERMITTED I/ - 0-20 SCREWS USED SHALL BE I Ilr LONG MINIMUM SHOULD STUCCO EXIST, NO " MINIMUM FOR WALLS WITM 100 STUCCO. 440 WAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. SUIT WITH WING NUTS AJI� IN CAN ThAT PRECAST STONE. PRECAST CONCRETE PAWLS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND, On '44 EXISTWG WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH IKE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS MENTIONED W A 1) AND IN A 2) CM -nobaSEX _WIAk_A3DL`Q_M (a) ?1LIF ShfiTAITCON ANC.1IOR=SAS AMAKRACUIRED 6, I I W SUUWX. INC - t/4' 0 A 7/8' CAL9-TN ANCHORS. AS MANIUFACTUREO BY DEWALT INC (I". I'- I 500 A- ) - I /A 0 X 3/4- SOUC�-SET ANCHORS. AS 00TRIBUTED By ALA. POW SCRIEV, BOLT & SPECIALTY CO (on V­iaoo 0.�.) - #tA- '. PASELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANVFACTURCO BY ELCO CONSTRM-TON PRODUCTS (MIN F­n?l IT-) Lot%% _ i 14 4 a TAF-MP ANCHORS, AS MANUFACTURED By TRU-FAS7 CORPORATION ZZIV . r. .. r, �.' 8 IT MINIMUM EMBEDMENT Or TAFACON ANCHORS. ELCO PANELVATIES AND OF TAP -GRIP ANCHOR. INTO 4W . BLOCK UNIT SHALL BE I 1/4- I .. 9.21 CAL9-th & SOLID -SET ANCHORS SHALL BE EMBEDDED 7/0' INTO THE CONCRETE BLOCK UNIT No .. h MID STUCCO SHALL. K PERMITTED !/A- 0-20 SCREWS USED SHALL K 1 1/2' LONG, MVVAN I� EKIST, ASO I � MINAMUM FOR WAU-S WITH NO STUTCCO III -q*.- , 83) W CASE THAI PRECAST STONE. OR PRIECJST COKRETE PANELS. STUCCO OR WOOD BOARDS BE POUND ON THE tXTSTING WALL ANCHORS SKALL BE LONG ENCOGH TO REACH T14t MAIN STRUCTURE BEHIND SLICH PAWLS, SHALL BE AS MENTIONEID IN 9.1) AND IN B.2). (c) T1 -JOK SPECIFIC 084TY - Q.55 ma: - 1/4 " TAPCON ANCHORS. AS MANUFACTURED BY I I IN SUILDD. INC 014-ID PANELMATE FEMALE To AND PAWILMATE PLUS ANCHORS. AS MAMIFACTURED BY ROD CONST]"KIKIN PRODUCTS - I 14-0 LAO SCREWS PER #4 D.S. - 7/I6*0 v 5/9" WOOD BUSHM. AS DISTRIBUTED BY ALL POINT SCREW, BOLT a SPECIALTY CO. C t) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 112- AND 2- FOR ELCO PAWILVATE PLUS AND PANELMALE FEMALE .D� C.2) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO THE *ODD FRAME UNIT SHALL BE ! 1/2'. NO THREADED PE141EtRA"DN INTO STUCCO SHAL. BE CONSIDERED AS PAFr OP THE REOU4XED THREADED PENETRATION C 3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHALL BE AS INDICATED IN THTS DRAWING C 4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/T 1/4' *-2D SCREWS USED SHAU SIT 1 i/2' LONG k**" SHOULD STUCCO, COST- AND I' MINIMUM FOR WALLS WITH NO STUCCD C5) IN CASE THAT PRECAST STORE. OR PRECAST CONCRETE PANE-S, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING 04L AN0*00IRS SHALL BE LQNC ENOUGH TO REACH THE MAIN STRUCTURE 004W SUCH PN41S ANCHORAGE SHALL BE AS MENTIONED IN C. 1) Cl) & C 4) (U) WHORS SitkU. RE INSTALLED FWDWING ALL OF THE RECONNOWATIOWS AND SPECIFICATIONS OF THE ANICHOR S MANUFACTUfICK 8 PAINELS MAY AM BE INSIALLM HORIZONTALLY FOLLCWftG INSTALLATION DETAILS SHOWN ON SECTION 3 THRDLGH IQ (SHEETS 4 "OUCH 6) EXCEPT Wt WADERS (D a 0 SHALL NOT IN USED 9 17 SHAUL BE THE RESPONSIBITUT'r OF THE CONTRACTOR To VERIFY THE SOUNDNESS Of THE S"KiCTURE WHERE SWITER IS To BE ATTACHED TO "SURE PROPER ANCHORAGE TH15 WJTTER SHALL ONLY BE ATTACHED IQ CONCIRM BLOCK OR WOOD FRAAAE Buto,"m 10 LAC. REG" STORM PANEL WITH LENGTHIS, OVER S'-8 THROUGH 12'-4*. AS PER SECTIONS 6, & 9 4 10 AMC ALTERNATIVES ON. " & IOW ON SKETS 1, 6 & 12 RESPECTIVELY. STA41 HAVE A LEGIBLE AND READILY VISIBLE MARKING 41SMuCTINK; OWNER OR TENANT. TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DORANG, PERIODS OF HURRICANE WARNING I I THE INSTALLATION CONTRACTOR IS TO SrM,iCWLk ALL SHUTTER COMPOWNY EDGES WOCA REMAIN IN CONTINUOUS WNTACT VATT, THE BUILDING to PREVENT WING/AAA INTRUSION 12 STORM P014EL TNSTALIATTON SHOAL COMPLY WITH SPECS INDICATED AT THIS WAKING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE MISDICTION WHERE PERMIT IS APPLIED TO 1.1 (a) THIS PRODUCT EVALUATION DOCLARENT (O IF D.) PREPARED r THIS ENGINEER 6 GENERIC AND DOES Wn PROVIDE INFORMA11oh, FOP A SITE SPECIFIC PROJECT, J 9 WHERE THE SITE COMUffXXV5 DrAA7r FROM TIME P r D (b) CONTRACTOR TO SE RESPONSIBLE FOR 'HE SELECTION, PURCHA,% AND INStAL1.0-oll INCLUDING LIFE SAFETY Or THIS PRODUCT M= ON THIS PEZ PROTIIDLD HE/SHE ODES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUGFION SAFETY AT SITE IS ?HE CONTRACTOR'S RESpow�NITY W THIS PRODUCT EVALUATION DOCUMENT ARLI BE CONSIDERED INVAUD IF WK)DnED III) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCH,TECT WHICH WILL BECOME IHE ENGINEER OF RECOSTO (COM.) FOR THE PROACT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E D� ENGINEER OF RECORD . ACTING AS A OELEGATED ENGINEER To THE PT,D ENGINEER, SIMa S~ TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RiW* (A) THIS PE-D SK41 BEAR THE DATE AND ORIGOTAL 5EAL AND SIGNATURE OF THE PROIFTSSIQNAL ENGINEER OF RDCOAC THAI PREPARED IT f4 SHUTTER MANRIFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 17DO.9 3 OF FLORIDA 9UILD*4 CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING LABELING TO COMPLY WH SECTION IM992 OF nNE FLORIDA EMLOM CODE -----------I DR45m swu olky at USE To OBTAIN PERMITS IN THE STATE OF FLORIDA I "Ith"_ I "I's INSTAUATION DETAILS INTO EXISTING POURED coloo" AACKM FOR REGULAR PANELSQ) CONCRETE OR CONCRETE & 61A BLOCK STRUCTURES =101M ,11,1, (M "'ROM" I "OCUON 11) 'I'D"..- I. .. an __ . , ,� � �� , CON13" ANCHM - GQ`­- — 1, , 1WM a "MZ 0) ��' , - . I I -a" a "AMUCK 9) -,---" , V IEINSTM POURED I - I J.- CONCRETE MADHOW1, 11� (w spaw a- a- ---\ ­04 *CM 8 TH01010. ) �� � - , � ... � ==-W. I 1, � . - (�) - IA- � - I �71- - W- , ,_ � - .", - - b 11 " . � 1! 1. /4, � OOTIONEVE! *EQUINES. :4: �,�-,-�� 4:, I , ��!---­�- ;.. , _ _\ �,-,�, I "7. - " W. � jE:__ " 1� - , . - ,Q .`AAQ - I I - .%.r, - 1/2 � - gxwi" FE __ - fa�)w \ , 11 , - '. I - � I T I __ _1 1/4. I �_. i ,�, * ,-- " __ -I . - ------- I I i 11, � DMITAX; Pam ED- I ,,- : I a i : � I E.D. __��' I , " _4Q - 11 a �� AT, � ED : *A%Ou � ", '. , : 2 - 3 I I - W OLAIRED:, - I �� '. I �11 &;� I ,S� ; I I - " : 8 1 ; I I '.�x`:_-�,, 4. " " , :,�� t .� 4VT a ..'�� t I awr. ,�� t - ,�� t i I i5 I A ; i I BAST, law 0 9 1 r5aw , - IF 'Ir at u ,/r = W ..*1AAA S.M1 A ! __T Is �. . *.,. --al i `QRU@% i I : = my 1 "� - MAK'A"I'A i i J -. wr I - F ------ G.04 �� (�) _. I I '. I . _J = ! 1 I I I 9 =�, FIX, W 30"Aaw I i TV OLT" ! . JNXT, (D I i 1, ; � 11 , � , - . ; I - - - � VIETNAM am _� I 1 N I : 5 - . O.-L-31 I : I � i � i I.-, I ; " . ; 1. ; : : - (i) I : I ; I � I I : I I I I i I 1 C6 > ! I I � 7­�,T-',�,�/�. , : I ! I i i ��,- 0AA i 7 I 77 - - 7 -. - - I ­7f � : , 1,7 0 AW. I I I I �: 1 -� i I I 1 . i -- =W%, , , , ` : DAINYSITADO " ,/r at I., I 4 jM. I I I I =PTO RED ED �1� a _ " OU . I ; =V. I I ".i - i,^ 1 12 I/r = 9 I : I ;, I �: I LO � EXISTING ,�, I I .1 I .- - Cupp E D ,�, It -/2* at . , =P0 -- III- i - I a IFL-F CONCRETE BLOCK Van, " . I ; qtl- C=IM!" � - � - - CONCRETE ,00. - - OL - \ 11 I REQUIRED 1� .� - ;-E�:;::� 'I ,yr at " . - - - - I �"­.­1111'.fl, .-I""', P"'��,�� � ", - - � , 1, � " -, 1 I , . , CONCRETE BLOCK I . I C N /2^ ;�i , � I REQUIRED t E�Z� 1/2. -1 ". I I . IL EXISTING POURED ` I I '�;,, I w -,* wk, " 1, , , , I - - 1/1 " , - - - - I � - - CONCRETE I I � �,� 'r 4, — __� REOLAREED I - SAM I _C _-,.,� L: _�.,� I � - 4 Vd = CONCINEVE ANCHM - , 5,000.0 W/ STUD 4-0- - - G I E I. - CONCRETE ANCHORS . -, CBS[ SONEDULF an \�, I - .�, CONCRETE 4000 � (311 SCHOOL" a.- .H;V. . I A . � � � I" 0 04 ISCE SCHD%U 0. "" =497."R.: 0) - DOE" a THROUGH 9) soom a TwAxpa. 0) 04M 6 Iww" 9) WI MKIIN wm,j WILING AND GM MQUITITINa m,ff%,? BUiLn 11H IfWMNG NJMQH 3 SCALE 3/9-1* ALTnMTE IN! OUT MOUNTING! A'A --- I - :_ , ___T__ ____ -- I I OF Co. - EDGE DISIANCE ; = mumm 1 -0 a` � a - CSEE SCHEDULE ON � _!TGA- IVAIWAGA it I - ,I sHims a & 9) `0 � 5 : : I db- 11 19r I - AN-0. . I : I ': == i - : I 117' Ot �, I M�a I '01011,101100804 - %, COMBINED IN ANY WAY TO SUIT ANY I � 17 ! - . T!, Z6, N ` PWALLATION ""IT" I .-I I � :_,�'�,',� ..tM. .. . - �u '. kli�%��% �, . . . FLORIDA KNLDM CODE (1109h Vatocity Hurricane Zono)l =`" _:Sd� I . REOI : ��- - - E.0 -­ I . I , I I * . .* I . A147157 ; z : I a : * . "M 11-1000, INC. 20 a" GALVANIZED STEEL sTONN PANEL #P. DOWN 51 04 I , - It, -- i -q,. t4yE - SIT" I 2) .." ____ - S. �0, I...... - On[ _\ ""L FRO"CT" PRODUCTS' LLC. " .- � 11LIECO..G. CEILING MD OR.. AMS ...- - -:, ... . N�1'1 60,10 te. St STRIP COMITANY AAME_ FILL =14 FCTION 2A AL TILLFF - . � A. AM, PHOTO, 20-176 "KA-MAIRAL.-A, D0,I)MM-721011. F� SKI.X0011-CM SCALE 1,1�1. A A - 041'r I'M - 0_=T; 10 "T", !-- - - 1 - !-- - +"- RAMIRO, - 0 w, RX - 1�:M F29 . - =&A' A I - . - . - , - WON! . OF 28 1 - I � I 11. / 11LIECO...- TILLIT TESTING III ENGINEERING COMPANY - __ - � - --- WALMA.TIL1.JZJR,P.L PRODUCT EVALUATION REPORT 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 ProtocUon ProduMA= 4800 S.W. 51 Street Davie, Florida 33314 tRteOO@8OI.C,OLn M.P.1' Lk-N. 446 tL 'A L.KAA,A N10. )M?I; 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tillit, 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 Professional Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Building Coda change that may affect its limitations and conditions Z1, PRODUCT EVALUATION DOCUMENT (P.E.D r. Drawing No. 20-1 75, tried *24 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Waiter A. Tillit, Jr., P.E,; dated 07t2712020. This drawing is an into Is Evaluation Report. 0"M,1115I _,� ��'�t - 121 1, % -,­ !i�..-­­­ 4 - � e_-1-1 - . -� _%_ .. , _,Pz�-&--.-�� - % � ��_ . , I .1 - __ :_t:_�_,.&�. "I"I - - I . . 167 . = - . :* X; 7.11 I * . 2 . � � � - I / � _!.�o -.1 TATE OF .-'k � ,A �. , w . , ,'��; I go, . . , Irl. 50, 1,101:110'.. 0 "" Q, �- * ` 6.355 N.W. 36th Str"t, Suite 305, MiaraL Florida 33166 -Phone: (305) 8 1-1 �_. .......* . -1531 ULAR & UFE SAFErY STORM PANELS (SCALE 1/2-11 . - __ __ - -.- - - - - - - - I __ 15,190- (TOTAL WON) ---- -- . - I - I __ - - - . - ____­ tS.IW (TOTAL WIDTH)- --- - __ - -- - . - - I -- - - - 12-500' (EIIIIECT1101 WWN)- - --- - - - - -- ­. -_ I I-_ - ­1 -- 6 1/4' - � ---- -_ r----- ­-1.25O.- - I -_ -_ : I , � ., 3W 1 --,.3p. - 71.3N'-- _ '.3 � O.-_ I -SW , N � / � : ?, ,,� . I I . - -1.350'--l. N 04W MAK THICK 1 350" '�, I I � I ,'� , ,� " OALVANIZED Sim .1 I, . I , I ----- T ___ 3 - 7ASTM A-1073"' I - . - " , - O,aw AM Y,dm HEMMED, , * J -K " ,;_�, .�� /I . 2457* 1, , AU 2,65-r GRACE so HEMMER , , . � 4 i EOBI " Oa _ " � GALWARED STEEL �/ I .- ! 0-60 GALV EDGE , ZON. Z�- , TYP \ AM A-4W .24-�, TYP. � T - �� - _-, - ,. C-60 GALV _U, "W OCTAL MAIL IL - \ GRAVE 30 - ' -tii,-7- 1� _; , .1 1 ASS Aft. A , 1 48.9 1 [ � I __ - - � ------------ -------- . I I ____� - - . - . . � -- ----- � .AO - --6.250`____ .3k- A . - I I I �.. (D STM PME (9 END SIORM PANIM . -.-- - ,-, , : , � 3r 11� I - - I .2w _____ _­ -- ----- �] . - FKAG 3 IND LIP , I ] ,12� _, __* _ 1/41;& i91-20. .221: Anta "L 5`4 ow" W/ WAWD EDGE 1�1�._,_ ,.----- .re I - � .100` It a I 25W ,Too' %VS-, I 125 . .. SERIES - .7w, 1 - , To � , I TO 1 , .1 , L"r- 11 �D I - , I S i- ,7x _', - . I . I ! .001* - i;r 0. A,,-` :1 : - �7 �� 1 3' .093, 2.,. . 2000. 1 1,500 - - 1,50o, /<���'!�_ - "' IL_ GO Hoo a 2 � f- � - -4L���,___ 1�1 - rag - "0- Sm � I OGA: arm I _�, it, I o.2W 2 12s, - I .�� . - I - -t� F 1 A a 3" 1 I - I , , - KIAWAI- , - a , �_ : I I I t2s* . "I I I / ,3 t � - I I I im( - - 5* M­ � .- � - -1.500* - __ - 1- JL 11 �.:_._ - (W ) ISOMETRIC VIEW DETAIL A / L_ ---2. . 3W - _.Dr - R0UNDtD CORNER 0 ENDS OF PAWL'S IzAt END UP W1 HEMMED EDGE (1) " h" wAt)rL (� I u* Nuorm (�) milm (R AN= wrrH sTun @ ANIaLE wffw (N.T S) REVIE111SE STUD I . - ---I VARIES , SEE GET, _=_f .374* � __J t/14 & 2/1� 1,344' 9P TOP Em - 114' - - T I I 096 . .QRB , 750' '31. 1`0191 'I �las.- .�. -I .310' _J t25' I/es-20, W. SEARS ! �_ . i I 3,0 F ' I- I W. I , is WIN) mwm To I- f - -r:a- __ - I .r, __V . I 1.407*1 053" 6251, 71, , DO __ 4.1 a, * It Ilr ot 390' ,3 1- -1 1.671 - f- -:!-# ��M- �r .671 . - I -1 r11 . I., t _[&­ - I I .134!3"7 'N.062- I ,QD I to, I � I Oar 1% - - " . L _ . _Kr.r.1T -1 - . ".093 1 . 1 .1015, 7W i I SAW PANEL OVERLAP .957* . I t _I am. L_ - - ----,I I , T,-.. I - AR, .M* .01114- 7.00D' (�) KEY HoLE nswrg 1VF# - 2.000' -_ - -TrYA.) - ­M: (�) "F' TRACK ANGLE (& 341111" *r TRACK (7) nAT PLATED _� 1 0.036" (MW) GALVANIZED SIM .7�_7 10" 144*1_ "No WITH STun ,, _ _ _ ___ . ,.e. T I R� �: ... f I' - — I � &1.,.? , , ..... � -.-� ..-. � ", IS' L(" � - - I r, �� I W "" E I ", .. A \A N -�- , 375'0 - 3r* ff?�'. . , ,�� : * I &__ - I - . I - ? I t . I - 311- . I __ __ : .44167 .. �_�� I I , I * . * :*1 FLORIDA BUILDING CODE (fth Vol"Ity "Wu can& Zono)l - ­1 --- , . . I 0 , QW01"1101:o. \41 STATE OF . , I .m "AM - 20 GAGE GALVANIZED SM STORM PANEL FIT WING NU, 4 .. . ON" W I - - I _!,W I - - .S; Mo , - 11 4 0 � . .. - - - ---2.DW - - - (� KEY HOLE � . &AIIIII.; AT PAN i, �`­ , _;_ __� CLOM Pitamcnom PROVXM LLC. 1/0 am. Z:T1iT=k50! - - - - -1 ... Am &W. 51 1011110 (1) 2"39'XI/ : A" .1004ITNI = WING AAR TITIOUT TIUUT � 0 � iiw� DMAE. It 3MI- 20-176 ALUMINUM ANGLE MONOLITHIC MASHER W/ ADDITIONAL . TAN - %tj= - - PHOMIL (M)M-75'A VAX (1164)IN"M _­ - - , An - - ONANAM NAT . 7/rft3/3r NO�M CSIAINLESS CA-01101,719 - I "" I - I """" I i i ! Sim 0A, AIMED P�Fro STEW L 2o%,"aR.VAWM TIALITER A. "LLIT A- PiE -- ISO INIXT 2 OF U . FLOW U, A 4-1.1 I I - ,9 ,! 1 : I -:- I I I I - I - INSTALLATION DETAILS FOR REGULAR PANELS(I & CIA ENDapsmWAILS FOR DWAIIATION IN MW CWMM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONOICIE J= OR WOM i =40!4%�MUMAIR: TIDAMLI 01 , VAUD FOR FEUA LIFE WM AND E-Z Hill SM061 PMEL SYSrEM on C, COMD" ANCHORS " 100'aw rAX SCI �, " . i SCHEDULE oil SHEET a & 9) = 7'� " � Vs� ­ , , SHEETS I ­1 r .-I .- 7 1 - - �, I � ,x " ,_ - - MIN, I , mi I -A ,A � . I - L I -.1 I W(p � .34 "I I --- - - .- ,/21 � ; � I i ­ � _= I - I , � I =XAM- I I I i �', : -Yf�:-,htw - I - I __E` fu' =""a : , ; � I.D "I (�> i M78 I __ .1 . : � I ­ CIA, _AAAL - F-TAKS ... I I t 11 4= "I, I E4 �' I � -" I . . , . 11 - I L-Z . I �'-_� - x,", i � T . -T i 'I, i Z _" , ,x'.", I ii .1 I I I . _0 ;I- . r 1 `XIIW� : i I Ir i i GOING I i H": IF - -) . i �tr AX, -, - - � CONCRETE Km --- I " : I-M I - i,y A REQUIRED . I 1 : i 01 9 ,\ I I I I _-Z � -, .;I-- J uEe,��01 a�w . r­ ; I . .. I : i W . - - 4. R.- - ! -1 I , - .� - - � - - - ANAAAM, .��! - ;� 1 �4*0.ml* " I I I I W&IMER, ; UMA7�pota a AT =*` � _.___4 9 _a ./r CARTNII, I i - I i , 11. � . MY I = ...." - I, � -I - "IffAr _. 1. 1 :7 : . I ~ -,Y---. , -w - I ; I L____.. 0 � a : I - - A I. I ,RI I � (D-0 I AL 20.%MGM, k!) -(31 I TO OLMIAL I . I i I - — I i I I I ­r.� I I : =ul 1 ... 'AM t, , , . 11 -,, .j7i, \, I- '-, i I CKIW "" I AIM-ZIM 1��i�:�,`, - i *,a,/r i . .10 /", �_� I —, ed>, 0. � 11 ;� %7i,.,1,- I I- "I".. .- �, / CUTTING, POURED Ev. ,�, � : " -, I ,---/ _`P"_= : , MY - - comcmm ON I 1. i , U&&�piiIi) CDNCRM RLM "I ILD ��, / I EXISTING POURED . - � CONCRETE OR - I" I,- I L-U - UEA12.", I i CONCRETE KOCK . , " I . - , 11 I REOUM � � I - : - jEr I! . =AAAAWAAM, - Ark I— ! I ." al�w 53M, : I �, - M In :� I , ff - V - AA -* , � . %=.I XOR . . . A = AT:""" - M , ,, ��",,,,,.:.��L,,��,,��",,�'',:,', _� W: ANELMAT, 1� ��,e� ��"" , _ _ �, I AIMP .0 PUS OR CF 7AP-011P 1, CONCRETE ANCHORS -, -, - . A I . � 9&SCAUDLAL'" ON "I (we ScIewl ON - "; , - - so I SHEM I THROUGH 9) - � , . ii ) , of ... Ram maamtm 9 I SECTION 5 & Ill — "M \,,�2 / -l"—, SCALE 319-l' 3A. " O~ K� a. I � _C1 -0 ORD" MINIG .. 11 - _W EXISTING 0 NEW I* WIDE . WAIES . 1/9' E,D. - EDGE DWANCE ­WyOu- � . TIC THICK ALUM TUBE OR T� 4 (SEE SCHEDULE ON I 0-6 - CASE IT ( - I EXISTING STUCCO/ P I WOOD PLATE SPACER . SHEETS A - ON __ SCALE 3/1 I- . , I ,_ _' WOOD BAND ?11 ! .. (D I I I * ME* " WOE , VARIES A 1/8" .1 I NOTE MR OF : - I I -11, ALM TUBE OR I' . VAIRCTS �, � - P 7 WQQQ PLATE SPACER . . I BEHIND TRACK y", I TOP III BOTTOM MOLWINTIOS CAN BE .1 __ CONCRETE ANCHORS .1, I COMBINED IN ANY WAY TO SUIT ANY GhMAP�P) .j -'I (SEE SCHEDULE ok - ',-�', .I- I ,a, INSTALLATION. I - SHEETS 81 "ODUGH ,,_1 , I ZRACII 11- , + A, TIZ IR i Mr �:.Tltl .I. PC - U . 'WV'-'--' FLORIDA BUILDING CODE (Nigh Velocity cons � EX POORM 4, � ...... - waarm MICHAS __ CONCRETE So - - M Tromem Learn III W. AP " S�M, 1 3112- �ICX ;A Am, V.m ~ ni . ,g%= CONCRETE , EW^ aw *110" - : 1. "M "JIM M F. .:" REOLARIED The" Nw. I /* 441i7 '*1 1 20 GAGE GALVANIZED STEEL STORM PANEL I GRAM - . I __ _ - - =X * ( . . I*. �' I /^ X6 slim� S .. _ . - — CTS, " I% - -T- .= S.O. 61 snwu DETAIL FOR SPACERS REOUIR&D AT TOP OR M-' -- - -�-- - Z ILTECO, \ GLOM PR=CTWN M" BOTTOM TRACKS ADJACENT TO MIM/111111000 BANDS Vk-1 R1 9, . nU.ff '101111,11 a CHROMIUM* COMMMY U.N. R. 3XIM _..-.I'- � ---A Im .t._"ALL i-AR WASiN, 11� ARAT 'NOTTIL. ""Age-ITHaL W- C.)...... 20- PROD11C r EVAT.1 7ATIQN RK=T No, 2"727,02 2 12L IMT REPORMv Large missile impact load tests were performed under SSTD 12-99 standard as per secOon 1609.1.2,of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Tosl;reporls prepared byAmorican Testing Lob of South Florida, Report # 0814.01 -01 dated 03111102 witnessed by William R. Mohner. P.E.. Bartz Moroz, P.E. and Henry Hattem, P,E. and Report No. 0219.01-09, dated February 26, 2009, signed and sealed by Edmundo Largaespads, P.E. and Henry Hattem, P.E. Large missile impact and Cyclic loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida. Report No. 11 23.DI-10, dated November 23, 2010, signed and sealed by Julio S. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13,2000, signed and sealed by Frank Grate, RE, as per ASTM E-8 and Tonalle Test as per OC Metallurgical Report No. I OKM-I 318, dated December 1, 2010 signed and sealed by Jerry Jaclofano, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 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 1604 of the Florida Build Ing Code. Calculations prepared byTiltsoo, Inc., dated 12/18110 and 08/271113 (for this revision), signed and sealed by Walter A. 711111, Jr., P.E. 3. MI$SILE IMP -ACT RESISTANCE. . Large missille Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. VdND LOADS RESISTANCEO 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 1 8 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5,9,10,11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-49 Standard. 111111111 __ A010 , RIA, I jjlv�o ...... ___ ...... !� �-',; , 14C.� , - .,\ZEN,9,4- ....., � _-�= - . I - Ph _�, �,_� '. - , __ / .- . . , 67 -. �s - .*! - 7/Zl 7 /,-" * : . I/ / -k 111. F 1; ,� ., .. e f . - '.. . A N OA� , .'ZOR10. , - 4 . . , . 11 ...... il'��'11'1 NZ, S1, *­ I * � ONAL 11414111tinito I I [��41) 11116OWCU"i I -, 14 IA14 : ,1. �_ IT 5. INSTALWION- Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru IS of 18, of Product Evaluation Document (P.E.D.), drawrInglillo.20-T17S. Minimum separation to glass shall be as indicated on sheets 3, 6,13, 14, 15, 10 and 18 of 18, ofProduct Evaluation Document (P.E.D.). drawing No. 20-1711, S. MATERIAL CHARACTERISTICS AND SPECIFICATION& - Shall be strictly in accordance with General Notes and Components indicated on sheet I and 2 of 1 8, of Product Evaluation Document (P,E.D.), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet I of 1 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7. LIMITATIONS AND CONDITIONS OF USE 7. I. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on shoal 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-1 75 prepared by TIfteco. Inc. and signed and sealed by Walter A. TIN, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES asclefined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structurea. Product Evaduallon Report prepared by Walter A. TOM, Jr., P.E. (Florida License No. 441167), President ofTifteco. Inc. (Florida CA-0006119). 5-�.I", ��, .2-tvi 1. ,;, - : WATkU_ .7 / t ., - , D-*% TILTECO ADMON RECORDS % P. E. REPORT.20 k GLQtAL P4 N P S. W GAILVANIZED STEEL m? ��. OR,10 . * STORM PANEL M 1, 1/4. 2/4. 3/4. 4/4. 5/5. 7/5. _&,IW/10, 2W/10, 3W/10, 4W/10. aw/I * 6/5 I - ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 0 k 9 MAX- - ___77/101 W, moc a FOR WDOD SEE SECTIONS ON SHMIS 10 & 11 ------ - . I 0 , 0 ___-3: I MIN. 6 1 � I 1 -1-7- -I--- -­ ­­­­ __ � . I D.M.,@.O.I(D - r___ -1-l-r--T-­T--T---1-­ 1 ­­-7--�- 177:�:-__11___­._,T -1, I I .. -"I , . , , I I , . I ,! ,I . I I . ; � . . . I � , I 1 1 1 1 1 � &_(�)- (D- . (�) I , ) I I I I I i 1 � � 2 ! � I 1 1 1 1 ; , : I 1 � to ; , i ! R 1 ! i 7 i i 2 1 � I I � 1 1 1 1 �� � I . I 6 1 i I i I i I , , - - L - I I I ., --- - _ __I L1 _l__L_ __ I --i - . __1 - __ - I __ I . , L_ - — 9 - I- �v - - I ' - _T7 _'__ __T__ I ___ �- __ ­ I I � , ; � _T - 1 T I I � ; , * I I , I I I . - F-t-1 ­ - I - - I - i 1 � P - - - I , � � � 14V - f I : I li i . f i I � i I � 1 � I I I ; - - - - - - - - I 1 � �-_,, I I 1 1 i SIXTED - FARTIELS - W/ - 1/40-20.1.- - - I i UW)LTED PA ; i i . �, . - , I 1 ! ! i I .. I 5-.S. m.s. BOLT W/ 7/ir . 3/37. :1 I(SEE SECTIONS AS i � , 1 i � I ! VANIGNUTS 0 EA. OVERLAP i APPLICABLE) ; . I I i � (SEE SECTORNS AS APPLICABLE) � . I I i L i � , IL I _I I __ _ 1 - _-L - - __ . __1_ � I __ ! i i 11 I 1 - 1, L i � I., ; I, ­� , 1 I I � I - , 11 .1.1 - I I I I - . 1. � Ir' 7 , , I . 1 -T- I I - I - to I I I I I I __ - � - ` 1 # i i I I i � i I : I - T , - 1 i I I- - -1 - I I I . I I I ! I :1 1 I ,!" i I I I L 1 I i � i I ! I I I I . I , I i I 1 I � � . I � I I i I I I � ! � � I � D.M..@.@.C4)-,9 I - i - , __ :__ I I - � � ,4 __ 1 __ 1__ I -J � I -W - - W1 I I, i,ii! _, .I - , - -1 .--I �.l 4i I 0 I 21 - , . , I G)-@.(D-@ . &, 7 . - - - - I, Min - 1/4. 2/4. 3/4, 4/4, 5/5. 7/5. - I. . JW/10. 2W/10. 3W/10. 4W/10, /5 4105W/iO. SWIII JR 7VT/I I �61 - - __ _____ - ANCHORS- FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & I - - -_ __ MR WOOD SEE SECTIONS 04 SHEETS 10 6 I I . � I � ,/1. � Alm. GAP 1:140111111F.1;N-Jil - "WISTNIANVAr-1`111114111ki M III "'Ll 167^ (Min O~ -1 WHOLE VALLM - __ INSTALLATION INTO EXISTING POURED DEMLS FOR REGULAR PANELS(j) A U STRLICTURES ___T1.".=V. CONCRETE OR CONCRETE 8LOCK __W"=",CXf"ft110,. . " --am.4=1M.- REQUIRED CONCRETE ANCHORS � -- rw Sawavur ON REDUM -ro.".11=4." REOLAREE, � - " '"a"' I W..:. - SIM 9) Taw 9) marr 0) 1'� ., I N - � ____ I � . i ­ I I ;��' C_'-A I I - I I 4; ,,, I I . \1 J __ � W " [-te :�_` - 11� , I : ! '' � I ,�� - I � � I � �­ �' '. ",-, " I I : ; t EID. 11�11 , - . a ,, � I � � 1 - I A3 �J�� � : I 1 � I � . . ��4,',','J.,.�,_ . . !_ WNW V. ,a 1. , -OrAr : . � : i . i I : a . OWMMAXA TO � IF VIMAMM - I. WAIT a ! I 1 ; 1 I : It -".I' 1 � , � I � ", � it 1 - i zr: I � A I 4 I 0 wx.. � _: . � ig t-7,;, .- I 1w J'&; I + I III - - .9 I Ap. I- 1, 1041"AR 11 L i . 1 ; - - - - - - �,c . : - - __ __ -.-.-- :�, r I I .- - .,i- � . .i " � , a 1:; I : ; I � ! I " %:Pa� 9%--, OF IL - , a MIX ,�4 : - r�;­T-_ r� 1 I I I � ! I : 1 . . I Sax OF 'L' a , . 777M Ll-:: 4-2, I . - =AMC.= STAGGERED (W WHMVLr. ON ONW 9) _19=40INSM am = FAMURM moutmmo �SIECTION SGALE 3/8-1- LE;��4111f _11�_�. . I I _ I * T " -, -, � I ­T -v.-,-,n%�-%:c- NO 0 12 1/2- ot, I CONCRETE ANCHORS I � (SIDE SCMIMULE 0% ow 1) ---- �� 8LQ2KE OR REQUIRED Dff= On 06 rul,11111110 IN31ALLAIM 1CMDR3- SC" 318.1- E.D. - EDGE DISIANCE N - I (SEE SCHEDULE ON TOP & BOTTOM MOUNITINGS CAN BE SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTA"71014. I 1/4- MIN GOP ____ -------- ANCHORS, FOR CONCRETE SEE SCHEDULE ON SHEET a -- - � -, MR WODID Sm SECTIONS ON SHIM 12 � 3 LI.T, 2.91' 3r LATI.2 - I: , (KIM. O~ .!-*w I *am We " It! - - DA I a" I 1*1N I � . I OR, ; 7 I � 0 ; p ­1 r-2 : -- I I - I ­ 1 � I 1, � . 7 i., . 41 I .,IF, � - 'i 1 � 1. I I I I . ­ � 1�1 ., ", , � � , . � : � : ; I ! , I : , . . �i : � ,� I ! � ; I I � 5011 � OF *L* ' �1, 'i I '�` � 1-1 �, 1 1 I � - -a 1 t - I - -1. - . 1!'T ': -7 __;_ -7- -I- I ­_,�, __ �_. .1 - ___ I !� - , _­____1_­__ -, -T--- � - ­ - I - "- , ­ , - a M`X I P, . -, - '�z , I__AT I : � i 1 . 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GAP '", I OWN, OASTIAF�_!l *W ALLEY) K�?-* - ��-­ �--- � - ��� �- �- � �-- I M /4* .t :,a - SECTION A -A (Tyu.) SCALE 3/32--i- BUILDING CODE (III ftoaft Nurricans -6-0 a) a) r-, C0 -0 —Cu > a) = -1--- .P-- 0 = 2 a) 2 0- C -a 0 a CU AA0 a- .&..,, Q W 4- U) ai = (D = -0 CU 0 - CU -0 — W ..0 C 0 C= 2 E. —0 = E 0 a) 5: ICU C= 0 .0 CIO U_ %+-_ C) ICU > I) cif) -0 (D Cf) E L_ a) -I...., CU 0 &_ C)- :E iA CU -0 402 a — -I-- U) a - < f MO, 4 Z Z W mi CIII C`%%1 C= C4014 " Ar.- >_ C/) " (1) a) C: CIO 0 n � " " =3 \ I- _= =. - C= 6 11 r, C* 0 M " cv:) - co CN _= :11< -� = ILL. a- .!2 Cc = ,_ L W - CN _= 1) -cr -a; g -S 3: W = a) CL. _= Q) . r= - = :A. C, .= = CD ,= 44 . - .< " W W .= .� .� tj W c: = i;- =W - La ., In a J2 = gM a: - 0 LU 2 < Z Z < _J a. -6-A-0 (1) (1) = U) CIO > 0 L_ CL CL < ­0111KA-0 0 =3 _0 0 L_ CL (1) U) ICU M SHEET NO. SH 1.0, -JJX�L L L"ULJU-&J--JJ- 4 ..1 id L.Ul'.5m, 11u. va vwmw " 3 4�t am 94M . p0ju -cll -4 a mam F 11, � @ e- I Apn -Z a ft � 8 & 0) I 141, R I/e me, WALL AND FLOOR MOUNTING INSTALLATION FOR SPUT PANELS ra% - I - - =-` I C --`� I - NII,, 1-H t -1 T 11-11 -u- I L ITJ j TH I 11-L x 4 1/2- 11)1=17 2 - Af c MIN E.D. NMI DETAIL I maaww mm sum 3 -- 9-1 Aw 214 It Ifell" 2 41 1% Ww ro, a oow ow 0 VALL Do SIAN commIxo) MULLM SCHEDULE V-G' To 5'-w 2' 4'. 115' -no Z' 5' . 111r. 5,-e To r-lo* 2'. 4'. Ile oel,00l'. 3� A. NEXT 3. or-10, To o'-w 2' . IV . I/r A A.S.D. f&QN PRESSURE AATNQ I." V.-O" 1 72 .1, QLQmm I SCALE 3/0- 1' fWM- WJ 0 SHIN PAN" ON W aft �7 lop on toy" OF OPENING I It 1101110m) T I I We IN An IJ - Ae m IIII milli 111111 11I.Alli, 2 1 SlEcnm Y-y SPLIT El EVA71ON IGALE 1/4--l- r=", HOW0 FLORIDA INSTALLATION DETAILS FOR REGULAR PANELS(-b INTO EXISTING WOOD STRUCTURES r 4 AI y --7 mook We" II n= jr, I: I `�. j! 3L tol0000 L It ILAIe eP%PA,J WALL WOUNTINIC 1WAILIAT110111 - ALTUMM Sw =A. smg,- Ile - 11 ..woe r,- Ne Now- I v-*0fto-. IMM"TIMI - ALUMLIM I ote- 3CALL- 1/4' 1- MUNG FLOW MOLKnma WALL FLOW MQUKTIING MTAIJAIM - ALZEDMMT-0 04STALLATIONS - ALTER"Tryff NAT XALLjigwm TOP Is LIMITED To +5"-67.0 MAX. SCALE. Ile I' NSTALLATMIN A.S.D. DESIGN PRESSURE RATING) m J FIAN MQUKTM IMALLAnON - SECTION IIAW NOTES: 04411014"481 WALL' 1/4'- ll 1. INSTALLATIONS ARE ONLY VALID FOR quil-DINGS WITH A.S.D. DESIGN LOADS UP TO +55 5, EN -72.0 p.s.f. AND PANELS LENGTH UP TO 8'-B' FLORIDA BUILDING CODE (009h Velocity mu no Zone), 2. FOR NEW WOOD FRAME CONSTRUCTION! WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. All SPECIFIC DENSITY OF 0,55 OR EOUAL No. 4167 20 CAGE GALVANIZED STEEL STORM PANEL Z is * ... NOTE FOR COMBIll OF Sf--TH)NSz s OF� GLOBAL PROTECTION PRODUCTS, LLc. z .= sw. 5 spw Top & BOTTOM MOUNTINGS CAN BE aMIAL FL =14 .=.n- 20-176 MAIL (ft4)�7$46. ")106-97117 COMBINED IN ANY WAY TO SUIT ANY 0.v- SIX ,N 90% --oWl PAR INSTALLATION. CA-0004719 0,I.10 A. lug k., FX F09 1 E 1 aw to w ma MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) MQ CORRESPONDING MAXIMUM PANEL LENGTH "L." SCHEDULE WJ-MW "01 r-m-1 D. , , I -- w- rAv &M 1$" -55A -?" 'r-Ir a" um 21/4- UNW119 I nou 5 & 7 Iissz. -710 'r-r To r-r 0- 2 3/4' umnim 7mu 5 a 7 .55,41, -72.0 w-r TO I I' -I' UoIL 2 lIr . a -,13J. -4" 12'-* OR LESS 3 ./r A. 1& 10 - WILTED W/ 114V-21kle SS- " & "WAR AI MOW * MU30M OF $011. MAXIMUM A.S.D. DESIGN PRESSURE RATING (am.f.) AND CORRESPONDING MAXIMM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS (1) & Q INSTALLATIONS INTO EXISTING COMME & CONCRETE BLOCK STRUCTURES [IANLID ONLY FOR PANIELSInA, (&INSTALLATIONS AS M SECTIONS I THOU 7. ON SHEM 4 & 51 A.&O. DESIGN PREISLOIL AATW I"f) � MCHOW WROM POP E& - 3 1/2- - NIALCAmi SECTXNS If & Aw Caen. OF T41M MAXI" PAW Lmom %1 00 Poem a IN-w CAUI- FAIdIAWE 0 PMAMWX ftm To cocom 10 CONCRE11 SLOW to PaNa" co"com a, At camw to Cwcmm &OCK to comcwm TO ftm N/A R/A Ir */A 1. (TOP) N/A N/A r or Ir C N/A II/A G. II/A N/A r k/A 2 (11 or I N/A NIA N/A 1. II/A N/A Ir N/A 2 mom" dr MIA %/A N/A jr /A IVA 3 OW) on LESS 00, Lm r 51 "/A N/A 1. r - 3 MOTT" Ir N/A N/A m/A r N/A N/A 1. N/A 7 (TOP) r v ' N/A. �421/2- "/A Ir Ir Ir- N/A N/A n.L 6 1/.- . ", It 1,1- - 1/1 81/4- at 1. SEE OWN 10 & It tee ANCIIIIIIS TVK & SPAM FOR VA90"AAM PM W= PRAME WRMAI ANCNKIR SPAC0415 AN k6ofteit EDK USTANCE AM WMAIT11 001 INIS SIMMU MR LD. LOS TIM NWAM ON 204DU AM= N"M VACIM W WAMPLIVID SPACK S"MW ON St4MU BY 1HE FILLOPM FACIM MR ING OPCWM TO K POSOLL RIMM SAACM 09W= IMPS FACroft SH41i Met K LESS THIN IWAVIA0 WWOM POCATES FOR EAC$I ANCIft 701 AT Ndbeftt Llma rot V-41� socom OIL) 3 3 3 1 '/3 mm luk I= some yr SINNS OUR" 1. � w/ INSTALLATION DETAILS FOR REGULAR PANELS(I & : SaV= "I Pon LOAVIG V, . 06111170.c. INTO EXISTING WOOD STRUCTURES I'm um"S UP 10 fr-r 'oe'. m fle-10 poinum nmu 0 am VNICUIATE Im 0 12 sIr 0. C. WIN I lIr it, "mmn PENCIANNON W WADER qW AU UMM UP 'Ir em" S� I go wm sm mum ALMNATME 1W 2W KIM. SCALE 11-'. SIDE sclem" SEE SCHM" m si'm a T ON Sw a m mwo, SDVJLNr" MW ED to, to ED to EG. 112 ED 1/-" 1.0. Vr LOW 10ASS eu&"m EWA, W/ 1/4"11-31041 &1 "1 111 4 1/0 oc Fall Pomm warms to To 5'-V AM 6 I/.' oC FOR UDGTK UP TO W-2- 4 ot 1-10 fmamm rum" 10 a* PANEUVot PLJX a 12 1/2- OL C. WIN I ALTERMTM M ALTERNA7M V � :402.'a THREAM pulnwm a Or 01411110) OM KAIT MR 1�.4- KIM! FLM SmE 1/9.1, 4W SCALE 3/8-l' Lif L04" UP III f'-#' IA- L PVCK"m N BUILD- DIRECT 1 Iff WOU INSTA"AnON IM&S NOTE SHUTTER TRACKS Not SHOW FOR CLARITY ALTERNAMEMEW SCALE 7W SCALE 3/8-1 Nl I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS,D DESrN LOADS r EN4 UP To +55.5, -72.0 PSF AND PANEL'S LENGTH UP 70 8'-Ir ,i, . . % FLORIDA BURMG CODE (NIgh Wfocifty Nu one Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN 16 rp. PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR COUAL No. A 20 GAGE GALVANIZED STEEL STORM PANEL or SECTIONS: er sl Of GLOBAL PROTECTM PRODUCTS, LLC. Non FOR COMBINATIM R 11LIECO. C. 4900 16. 61 gam TOP & 801TOM MDUNTINGS CAN BE COMBINED IN AMY WAY TO SUIT AW If ILL. e,-Zom ft- 333-- M.)M-Ymk I": 20-176 INSTALLATION. !!!!t.l F-9 MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM SPACING SCHFDULF FOR REGULAR STORM PANIELS a)& a INSTALLATIONS INM EX=NQ CONICRETE & CONCRETE am (VALID ONLY MR Pmas (Dal @ INSTAILLAnONS AS PER SEI I THOU 10. ON SHEETS 4, 5 At 6) ANCHOR VIAMMIRA MAIIII&M Moen SPACM I= La 3 I/r "D. DESIGN INICON CF P*MWM IAWC w To CONCRETE CDNCRM TO TO CONCRETE TO CONCRETE TO 0011CRE11 M CONCRETE To CONCINVIE TO CONCHEIT TO comawm TO CONCRETE to CONCREIE ANV 000110101010 or THIN Lgmm V (OL) (P..I.) SLUX SLOCK Kom stacl, WKK am 1. N/A N/A N/A 6' N/A f. AI/A s* N/A N/A N/A I Pop)- 4- "/A N/A IS. 1. 6, 1. 1. N/A NIA I (BOTTOM) N/A N/A N/A 1. NIA N/A 6. N/A N/A N/A 1 2 (TOP) N/A N/A /, I '. N/A 5. N/A 1. N/A NIA N/A 2 (WITOM) +55A -72.0 NIA NIA l N/A N/A N/A N/A N/A 3 111 4 (TOP) >7*-S" TO r-r OR LESS 4' N/A N/A a' r 6'- w N/A N/A 3 (BOTTOM) LT. LN/A N/A N/A t/A N/A 1. N/A 1. N/A N/A MIA 7 (TOP) 6' 4- N/A N/A S. 5. 5. 6' 1. N/A N/A 4 & 7 (BOTTOM) N/A 12 1/2* 1 6 Ile 12 1/2- 6 Ile 6 Ile 6 1/4' 6 Ile 6 1/4' 1 N/A N/A 5 (TOP/111717014) +50.0. -W.3 N/A N/A 12 1/2- 5 Ile 12 '/1' 9 Ile 8 Ile 6 1/4- 6 1/4* 6 1/4- N/A N/- , (Top/wrrom) �,v-r To w-2' +554. -72.0 N/A %/A 5 1/4- N/A 6 1/4- N/A 6 Ile 6 1/4' a Ile 5 Ile N/A N/A 8 (TOP/90170M) >8'-B- YO 11--2- N/A N/A NIA N/A N/A N/A N/A N/A 0 1/4- 6 Ile 6 1/4- 1 6 I/e IL 9. 10 (TOP) +43JI. -48.0 e 4- N/A N/A N/A NIA N/A N/A 5* 6 1/4' a 1/4- a (BOTTOM) OR LEn -o. 12'-4' OR LESS 4 N/A N/A N/A N A N/A N/A 11. 1. 6 1/4- 6 1/.- 9 (BOTTOM) N/A N/A I N/A t N/A 1. Al/A N/A N/A. 6 1/4' 6 10 (BOTTOM) SEE Wal 16. It AND 12 MR ANCHORS 17TIE SPACPC MR INFIALLA31ONS *10 W= INK WANAN ANDHOR SPACIAM AX 10001W.&I EDK IWITMODE ARE INDICATED ON " SCHMMIL RO E.Q. LESS THAN MCATED ON SCHEDLAILE RMICE ANIONCR SPACI04 of MAIPLIING VACM SHOWN ON WdDAr BY THE FOU� WORS, FOR THIS OPMKIIIIN III K Po6smLL RMCM SPACING OBTAINED 6SM 1ACMW POLL 10 K LESS THAN 10141AN SIACM INIAMTED M 1AW ANCIM TYPE At 0104106 LECEND. ANGIM 1/0- 7" 1/0. 1/4-. -*4rL-*' -*ml lt4lw 1/4). ar tmo-iimi, FEWAS PUZ &,X� no"" k&L Amp" WNW P0 3 1 3 3 3 3 A. 31/2 E FLOMDA BUILDIING CODE (Mob VolecIfy Nu Zone) AMAIL fA OK NORM 3 3,/z IF A �c T 0 a 4 3,/. No. 4167 X3101. oc� clarts 20 CAGE GALVANIZED STEEL SrORM PANEL lowest r be .63 a" 1 -*... s 11LIECOme GLOM POMCMN PRODUCTS, LLC. - DO - - a KNoWWRIeNG Oto"AI" 4m A* 5 OVAL M 11w .�l 'I. Wei A= - new M01100-711A Ful (W)MIN-474, 20-176 CA -cowl# -.i - I - i !m.! - 71 Fa9 omw 0 OF Is I ��! Met wa T iI�A DMIECT Alm SCALE 3/8-1- INSTALLATION DETAILS FOR REGULAR PANE al a a INTO EX!nNG WOOD STRUCTURES T' I -10 PANELMATE PLUS 10 AdO PENETRATION TO EIVISTING WOW HEADER EmIm WOOD "CAM two 1" 0 PAN, VIA, & 5 '/v (kc. 0 Ile PC WOOD MEADER mn RECAoRED -0 SIT SCNWLAX ON in soon" P* FOR WK 20%RIOM To OLAIS. nI. 10, Vm. PANEL LENGTH M- PANEL LENGD'I (SEE POTE 1) (SEE Am 1) t wx OF 'L' OF 'L "A' No ttm F" 0 0 -2 lIr of 21.4- "Go PUlT z*a* WOOD JIlfilff- Z*.e Wool REQUINED 41-10 PANELMATE PLUS ItEOURED " REOUNIED fle W I ?1r i 4 '0 LAI SCAl 0 o.C. STAGGERED el MID PANELIANTE PL'u/se. I THREADED PENETUTON TO COl ill= KEADER amsme r al a) SCE SD4VA1 ON ITT a Fm W. SEPAROINN le GLASS. No. PANEL LENGn. (SEE mm 1) IF OF _0 No L l/em LAG Scam 6 r O.C, W/I 1/2' OW THREA00 PENEIRK11011 Al mamm OF PLAIT AT WIDINOTH OF PLAIT mKcT mO`NT 'A mwtm,, 'NsTm-uT'om 01KCT uOuNT 111OF "'LLA"m &=up& ,.I SCALE 3/6-1 W111 1. NSTALLATIONS FOR ALTRNATM OW. 9W 111 1001 ONLY VALID FDR BUiLD#JGS WITH &S.D. DESIGN LOADS UP TO +43.8. -48.0 P-0.1. AND PANWS LENGTH UP TO 1 2--4- L FOR NN WOOD FPAMIE rONSTAUCTION, WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECM DENSITY OF O.M OR EOUAL TOP & BOTTOM MOUINTINCS CAN K COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, I CIO -cu -0 > 2 2-6 2 cu -.0 a- .6-0 (D 0 4., cn m M -m CD -0 0 -0 2 -2 -= CD .0 u- cu 0 -cn -0 E 2 0 " CL M 0 CL cu 1-�-- -a - cn e< z z w mi C* 04 CL. -m -ex W j:; 25 3:2 cu 21" CL= W as 4D *5: CE CD u 4- C3 co.com ANCHDRS CONCIElf ANCHM FOR CONWM ANCHCIRS� SCE SCHEOLU ON SHM K (SEE scmim" ON (SEE SCHEIRKE a#- MR WON so"! SEE 21cm. ON Sw a 641NIL.. ALTERNATE /-0-) 14) 'A 2/4. 24/4 3/4 Or 4/4 All, I- - �-Al 1 PANEL 1. 2�JlI IW/15 8 UXATION guy 14) sw 2 1w/15 LOCATION 8 AT 1 INSTALLATION DETAILS FOR OPTION # I FOR UFE SAFETY STORM PANEL SYSUM Poum Cokemm PANEL INTO EXISTING WOOD STRUCTURES -T1 .5w tomcmm Sw . I I I I . . I r 5/a, uft Tom STUDS 0 EVEIrf 0 cD T To O.C) -m �sgt K.W" I f I ITT 7' 71 t SNEIT 14 PA c- Me Ids, SEPARWON TO am 0 G PANEL of 4� TOY-- y SEE SEE INTEROR PANEL 00 PANEL "NIERICIA PANEL END PANEL SCV4WW 11 SCHEDULE f 1/4' SEE SEEILE "m 3' FOR U., - FOR box CIR Y SCHEDULE 'i S1,1211m. WASE 1) 7 9" 4) �1 J III'] it, 1 1-1, 1 -11 1�11 -1 .0 U., Tv. @ ANCHON ANCHOR 3 OR DRECI MW SPACING SPACING JI! cu INSIAUKION (AEPUCABLE TO SCHEDULE 1) DETAIL 2 FLOOR MOUNTING INSTALLATION (APPUCABLE M SCHEDULE 21 I SCALL. 311ir - I" SPACING SPACING 1-31 1", - - -3- wii, 0 ScALL. 3/ior - I* ow 0 12 ALTERNATIVE I cm PrAiIs 1/14 MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING I G 19 L2 oNCREnIj, O,C*Mjl MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND /4,." AmIciamt WRED C L LF CORRESPONDING MAXIMUM ANCHOR SPACING SICHEDULE AT & FOR MAXIMUM PANE -NGTH "0 SCHEDULE UIPPI "ME ONLY TO SECTIDINS I A, , WrAnn LIFE SAFETY S7011M PAPE, Per, /14) LOH /4. 2/4, 21/4, IW/15 +1. 1& 1w/15 INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES 3/4 OR 4/4 L*I. 2' ALTER.It L=TM ASA six SCHIKU Mwt wu� mmw CONXnm Tw & BOTTOM am sw 14 -_j ON LIFE Wfm PANEL L- rom � W/mo LIFE Smm PANELS LOCATION OFZE (JSM NOTE IBROW) summum I . RED" PANELS W/ Olt SAFETY KNIA" AAA socow cr W-W I CIA" PANIUMIE MINE 0 PLUS WIO REGULAR TRAICKS (SEE "m I arm KCMG 0 & wxmw Pomm Eoi PM -AREA, BELOW) LAST PANEL (D TO K MISTALLED AS PNOSPAIF TO 10 To to III To 10 TO 10 1 10 COMOWM LD11M V PL) ED SCHEK" am eum SET mw 16 rm A"C"m TRIE & spot" Fm pav"MADUS wo aw row "tow CONCRETE Comcim CONCItm cowmm go COKWIT Aww" $Lax Co"Com CDNWIT M=tM ONCREIT = 9LOC, ALWAYS grow PANEL OPEAlm SMALL f-f.1 CREIT I= OF INN 60WAM Now SAACN011 me w"w am 009010E Am 001:410 am 7.6 3041MILL fm E? K pn:r N= N/A 1 4, 2 CTCP) TO K INSTALLED OR *900VED rMW IASW to . S.w TO SAFETY D) OR WEE KETY 9.0, LESS TV" MICATTO ON SM011141 MM MOM SPACPS In ALIVILY40 WRONS Eolt OPTION if I F s RM AV A'.W N/A N/A N/A 6' N/A 0- N/A a' PANEL (1) Ift (1A +55,0. -72.0 1. 5 -0* OR LESS 900% ON 909011LE by INE rQUAIGM FACIDW RW " OPOur" TO K POSSO.E. or STRUCIIINE 7- 9- 9- 9- 2' 2' 9, a' 1 (900 ) REDUCIED Sl Q&TA"M USING FACTOR SMALL MV N LESS IHAN M�N W%CNG SHEUT 14) -D ELEVATION N/A N/A N/A r N/A r N/A N/A I & 2 CYCP) mocAlm no Lw" New" Im Ar *Aoim LEQM eDW KATE WALE 3/32--1' +55.0 -72.0 J 11FOINIM le-vil im. Ile. Ile. WALL WOUNMG IOWAL.LATION v 7 1/2' 0' 9- 001111111111 vw9 am�-- SECWN I SCALL, 31r - I* SECTION 2 SCALE: 3/0' - I N/A N/A N/A 1. N/A I- N/A N. 7*-61 to stImIN a vv�omw� 4sp w Rx"m trocas W 3 3 2 I/P 'I've met PIP +55.0 -72PO 9. 1 8- 6* -L* "T'Dip NM ON I It SAM1z StORM PANEL SfSTEM INSTALLMION 3 1 31/2 30/1 4 ALTERNATIVE 3 ALTERNATIVE I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAS1 PANEL) -4 OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS). Amm ILL mono Ircm LIFE SAFETY PANELS MAY OR MAY NOT K INSTALLED AIDAACENT TO REGU-AR PANELS 2 - OW/ El" maw CoNottloms; AT SCITIMM W, ED, 3 112m w"m g4-- LAP 9CK" 0 T* PC W/ I In, co L T,0T4egP PoWnotttol m4fv mus" W/ -0-2Nr IL " 0 W " (M APPUC*W TO ,/-4 cu WAWKA� A&& M WIA 0 90- ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATION 2. LIFE PANM CONSISTS OF OLM "LypjatD SEM STORM PAWL AS SECTION B-8 DES" SECTIONS III & MA)0MuM PANIEL) I= 1/4-t-20 PANELAIATIL IDW 10 OR (W/ OR W/O REGULAR TWO.) SEE WR 1) --2 raw MP or N" am ma 0 r now XP w Amam PRESSAW -1 WY CDMINWATI01 LENGTH 'L' (I L "01111 PLIm 0 r PER SHIM 2 Of DRAWING. SCALE 3/32"- 1' =v - Of THEM lea Pe"I"WPO" 10 THIS ITSELF TO BE ROACIVED OR INSTALLED FRO&I THE INSIDE OF mum 1-, 3 an Am wwm Iwom "of S"0- MR MANT, 4 2 (BOTTOM) STRUCTURE .40.2 -511 1/2' 4 1/2* 7'-8' Ow7m, "00 1 gE K To K comPoNEwT M & soTrom TRAck To - 3- 4' 4 2 C80110M) 7'-G' 0 WALL MOUNTING INSTALLATION 1k. T TRAc'A .52:8 -56.0 1. ALTERNATIVE 1 ....... -fjw;g2 OF DRAWING. Lu COMPONENT Y BE INSTALLED MOUNTED FOLLOWING SECTIONS I & .55-0 -7zo 2 1/2- 2 1/2- A- 3 1/2- 2 (WITOM) 7--F OR No. 44167 LESS 3 WALL OR FLOOR E N 2 1/2" N/A N p7'- SCALS, 3/0' 1' 2 ON THIS SHEET, AS WELL AS DETAILS I a 2 ON SHEET 14. NU an* zons)l NY tHwu one Zono)l �7--r TO 8--s- .3m "Llm, m N/A s a-l. - FLORIDA WILDING CODE (Mgh Volow"My NU _ 1 FL=OA MUM CODE (0119h VolWty "Ity NU one Zen JA 2 (VO.) No. 167 C FLORIDA WILDING CODE (109h Voloc 4. Min.. LENGTH FOR COMPO*m 4D 5 Is'. c rp TILTIC0. VdL STEEL STORM PANEL < Max ANCHOR SPACING FOR COMPOWN1 4DANCHORArE AT WITTOM is GWEN ON 20 GAGE GALVANIZED STEEL STORM PANEL 20 CAM GALVANIZED STEEL StORM PANEL 20 GAR GALVANREO SCHEDULES JD& 2. SHIM f4. COMPONENT MAY BE PERMANENT 00 REMOVABLE s 14TE z GLOBAL PROTEMON I. SWALLA"MIS ARE OKY 010 FOR IR.P.00M WITH A.&O - DESIGN tDADS UP TO % PRODUCTS. LLC GLOBAL PROTECTION PRODUCTSI LLC. .9515. -72.0 w AND PANEL*s Wom UP 10 Y-r. GLOBAL. PROTECTION PRODUCTS, U.C. S. SEE DIETALS FOR INSTALLATION INTO WOOD fRAME BUILDINGS ON SHEET 15. OR L 11LIEC0,01c .400 Lw &I S"w 0i .. ... ... w S.W. 5 sum am z an ". 51 sww 2 MR mew wm rk" DAWL A. 3m.. ILUT rL 2"1. �w. fNHjeoI FAL (m)m-wm? 20 (sm)w-w" 20-176 pw 2. w/ w0wra4ca"w""00IN' OV maw Fw (SU)N*4m -176 p"Ima-m4S. not 20-176 6 SEE SHEET FOR OETAA APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF m. I MR SPACERS AT4TRACKS INSTALLED AD.JACENT AND BEYOND TO STUCCO/VMD BANDS, wio J1-Z --="- Poem - < PE WA^� CA'.40011719 PC %tra A flomw vu PL Scm./qwwVw,%m IT PX WALTER A OHM 11 or 36 t nAla &1# It I-E .,67 SHEET NO. SH 1 A Wei, MuLim REQUIRED w SPAM (R) TUBE MULLION 4 11-6. Z' . 3' . 1/6" INSTALLATION DETAILS FOR REGULAR PANE al a a INTO EX!nNG WOOD STRUCTURES T' I -10 PANELMATE PLUS 10 AdO PENETRATION TO EIVISTING WOW HEADER EmIm WOOD "CAM two 1" 0 PAN, VIA, & 5 '/v (kc. 0 Ile PC WOOD MEADER mn RECAoRED -0 SIT SCNWLAX ON in soon" P* FOR WK 20%RIOM To OLAIS. nI. 10, Vm. PANEL LENGTH M- PANEL LENGD'I (SEE POTE 1) (SEE Am 1) t wx OF 'L' OF 'L "A' No ttm F" 0 0 -2 lIr of 21.4- "Go PUlT z*a* WOOD JIlfilff- Z*.e Wool REQUINED 41-10 PANELMATE PLUS ItEOURED " REOUNIED fle W I ?1r i 4 '0 LAI SCAl 0 o.C. STAGGERED el MID PANELIANTE PL'u/se. I THREADED PENETUTON TO COl ill= KEADER amsme r al a) SCE SD4VA1 ON ITT a Fm W. SEPAROINN le GLASS. No. PANEL LENGn. (SEE mm 1) IF OF _0 No L l/em LAG Scam 6 r O.C, W/I 1/2' OW THREA00 PENEIRK11011 Al mamm OF PLAIT AT WIDINOTH OF PLAIT mKcT mO`NT 'A mwtm,, 'NsTm-uT'om 01KCT uOuNT 111OF "'LLA"m &=up& ,.I SCALE 3/6-1 W111 1. NSTALLATIONS FOR ALTRNATM OW. 9W 111 1001 ONLY VALID FDR BUiLD#JGS WITH &S.D. DESIGN LOADS UP TO +43.8. -48.0 P-0.1. AND PANWS LENGTH UP TO 1 2--4- L FOR NN WOOD FPAMIE rONSTAUCTION, WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECM DENSITY OF O.M OR EOUAL TOP & BOTTOM MOUINTINCS CAN K COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, I CIO -cu -0 > 2 2-6 2 cu -.0 a- .6-0 (D 0 4., cn m M -m CD -0 0 -0 2 -2 -= CD .0 u- cu 0 -cn -0 E 2 0 " CL M 0 CL cu 1-�-- -a - cn e< z z w mi C* 04 CL. -m -ex W j:; 25 3:2 cu 21" CL= W as 4D *5: CE CD u 4- C3 co.com ANCHDRS CONCIElf ANCHM FOR CONWM ANCHCIRS� SCE SCHEOLU ON SHM K (SEE scmim" ON (SEE SCHEIRKE a#- MR WON so"! SEE 21cm. ON Sw a 641NIL.. ALTERNATE /-0-) 14) 'A 2/4. 24/4 3/4 Or 4/4 All, I- - �-Al 1 PANEL 1. 2�JlI IW/15 8 UXATION guy 14) sw 2 1w/15 LOCATION 8 AT 1 INSTALLATION DETAILS FOR OPTION # I FOR UFE SAFETY STORM PANEL SYSUM Poum Cokemm PANEL INTO EXISTING WOOD STRUCTURES -T1 .5w tomcmm Sw . I I I I . . I r 5/a, uft Tom STUDS 0 EVEIrf 0 cD T To O.C) -m �sgt K.W" I f I ITT 7' 71 t SNEIT 14 PA c- Me Ids, SEPARWON TO am 0 G PANEL of 4� TOY-- y SEE SEE INTEROR PANEL 00 PANEL "NIERICIA PANEL END PANEL SCV4WW 11 SCHEDULE f 1/4' SEE SEEILE "m 3' FOR U., - FOR box CIR Y SCHEDULE 'i S1,1211m. WASE 1) 7 9" 4) �1 J III'] it, 1 1-1, 1 -11 1�11 -1 .0 U., Tv. @ ANCHON ANCHOR 3 OR DRECI MW SPACING SPACING JI! cu INSIAUKION (AEPUCABLE TO SCHEDULE 1) DETAIL 2 FLOOR MOUNTING INSTALLATION (APPUCABLE M SCHEDULE 21 I SCALL. 311ir - I" SPACING SPACING 1-31 1", - - -3- wii, 0 ScALL. 3/ior - I* ow 0 12 ALTERNATIVE I cm PrAiIs 1/14 MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING I G 19 L2 oNCREnIj, O,C*Mjl MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND /4,." AmIciamt WRED C L LF CORRESPONDING MAXIMUM ANCHOR SPACING SICHEDULE AT & FOR MAXIMUM PANE -NGTH "0 SCHEDULE UIPPI "ME ONLY TO SECTIDINS I A, , WrAnn LIFE SAFETY S7011M PAPE, Per, /14) LOH /4. 2/4, 21/4, IW/15 +1. 1& 1w/15 INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES 3/4 OR 4/4 L*I. 2' ALTER.It L=TM ASA six SCHIKU Mwt wu� mmw CONXnm Tw & BOTTOM am sw 14 -_j ON LIFE Wfm PANEL L- rom � W/mo LIFE Smm PANELS LOCATION OFZE (JSM NOTE IBROW) summum I . RED" PANELS W/ Olt SAFETY KNIA" AAA socow cr W-W I CIA" PANIUMIE MINE 0 PLUS WIO REGULAR TRAICKS (SEE "m I arm KCMG 0 & wxmw Pomm Eoi PM -AREA, BELOW) LAST PANEL (D TO K MISTALLED AS PNOSPAIF TO 10 To to III To 10 TO 10 1 10 COMOWM LD11M V PL) ED SCHEK" am eum SET mw 16 rm A"C"m TRIE & spot" Fm pav"MADUS wo aw row "tow CONCRETE Comcim CONCItm cowmm go COKWIT Aww" $Lax Co"Com CDNWIT M=tM ONCREIT = 9LOC, ALWAYS grow PANEL OPEAlm SMALL f-f.1 CREIT I= OF INN 60WAM Now SAACN011 me w"w am 009010E Am 001:410 am 7.6 3041MILL fm E? K pn:r N= N/A 1 4, 2 CTCP) TO K INSTALLED OR *900VED rMW IASW to . S.w TO SAFETY D) OR WEE KETY 9.0, LESS TV" MICATTO ON SM011141 MM MOM SPACPS In ALIVILY40 WRONS Eolt OPTION if I F s RM AV A'.W N/A N/A N/A 6' N/A 0- N/A a' PANEL (1) Ift (1A +55,0. -72.0 1. 5 -0* OR LESS 900% ON 909011LE by INE rQUAIGM FACIDW RW " OPOur" TO K POSSO.E. or STRUCIIINE 7- 9- 9- 9- 2' 2' 9, a' 1 (900 ) REDUCIED Sl Q&TA"M USING FACTOR SMALL MV N LESS IHAN M�N W%CNG SHEUT 14) -D ELEVATION N/A N/A N/A r N/A r N/A N/A I & 2 CYCP) mocAlm no Lw" New" Im Ar *Aoim LEQM eDW KATE WALE 3/32--1' +55.0 -72.0 J 11FOINIM le-vil im. Ile. Ile. WALL WOUNMG IOWAL.LATION v 7 1/2' 0' 9- 001111111111 vw9 am�-- SECWN I SCALL, 31r - I* SECTION 2 SCALE: 3/0' - I N/A N/A N/A 1. N/A I- N/A N. 7*-61 to stImIN a vv�omw� 4sp w Rx"m trocas W 3 3 2 I/P 'I've met PIP +55.0 -72PO 9. 1 8- 6* -L* "T'Dip NM ON I It SAM1z StORM PANEL SfSTEM INSTALLMION 3 1 31/2 30/1 4 ALTERNATIVE 3 ALTERNATIVE I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAS1 PANEL) -4 OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS). Amm ILL mono Ircm LIFE SAFETY PANELS MAY OR MAY NOT K INSTALLED AIDAACENT TO REGU-AR PANELS 2 - OW/ El" maw CoNottloms; AT SCITIMM W, ED, 3 112m w"m g4-- LAP 9CK" 0 T* PC W/ I In, co L T,0T4egP PoWnotttol m4fv mus" W/ -0-2Nr IL " 0 W " (M APPUC*W TO ,/-4 cu WAWKA� A&& M WIA 0 90- ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATION 2. LIFE PANM CONSISTS OF OLM "LypjatD SEM STORM PAWL AS SECTION B-8 DES" SECTIONS III & MA)0MuM PANIEL) I= 1/4-t-20 PANELAIATIL IDW 10 OR (W/ OR W/O REGULAR TWO.) SEE WR 1) --2 raw MP or N" am ma 0 r now XP w Amam PRESSAW -1 WY CDMINWATI01 LENGTH 'L' (I L "01111 PLIm 0 r PER SHIM 2 Of DRAWING. SCALE 3/32"- 1' =v - Of THEM lea Pe"I"WPO" 10 THIS ITSELF TO BE ROACIVED OR INSTALLED FRO&I THE INSIDE OF mum 1-, 3 an Am wwm Iwom "of S"0- MR MANT, 4 2 (BOTTOM) STRUCTURE .40.2 -511 1/2' 4 1/2* 7'-8' Ow7m, "00 1 gE K To K comPoNEwT M & soTrom TRAck To - 3- 4' 4 2 C80110M) 7'-G' 0 WALL MOUNTING INSTALLATION 1k. T TRAc'A .52:8 -56.0 1. ALTERNATIVE 1 ....... -fjw;g2 OF DRAWING. Lu COMPONENT Y BE INSTALLED MOUNTED FOLLOWING SECTIONS I & .55-0 -7zo 2 1/2- 2 1/2- A- 3 1/2- 2 (WITOM) 7--F OR No. 44167 LESS 3 WALL OR FLOOR E N 2 1/2" N/A N p7'- SCALS, 3/0' 1' 2 ON THIS SHEET, AS WELL AS DETAILS I a 2 ON SHEET 14. NU an* zons)l NY tHwu one Zono)l �7--r TO 8--s- .3m "Llm, m N/A s a-l. - FLORIDA WILDING CODE (Mgh Volow"My NU _ 1 FL=OA MUM CODE (0119h VolWty "Ity NU one Zen JA 2 (VO.) No. 167 C FLORIDA WILDING CODE (109h Voloc 4. Min.. LENGTH FOR COMPO*m 4D 5 Is'. c rp TILTIC0. VdL STEEL STORM PANEL < Max ANCHOR SPACING FOR COMPOWN1 4DANCHORArE AT WITTOM is GWEN ON 20 GAGE GALVANIZED STEEL STORM PANEL 20 CAM GALVANIZED STEEL StORM PANEL 20 GAR GALVANREO SCHEDULES JD& 2. SHIM f4. COMPONENT MAY BE PERMANENT 00 REMOVABLE s 14TE z GLOBAL PROTEMON I. SWALLA"MIS ARE OKY 010 FOR IR.P.00M WITH A.&O - DESIGN tDADS UP TO % PRODUCTS. LLC GLOBAL PROTECTION PRODUCTSI LLC. .9515. -72.0 w AND PANEL*s Wom UP 10 Y-r. GLOBAL. PROTECTION PRODUCTS, U.C. S. SEE DIETALS FOR INSTALLATION INTO WOOD fRAME BUILDINGS ON SHEET 15. OR L 11LIEC0,01c .400 Lw &I S"w 0i .. ... ... w S.W. 5 sum am z an ". 51 sww 2 MR mew wm rk" DAWL A. 3m.. ILUT rL 2"1. �w. fNHjeoI FAL (m)m-wm? 20 (sm)w-w" 20-176 pw 2. w/ w0wra4ca"w""00IN' OV maw Fw (SU)N*4m -176 p"Ima-m4S. not 20-176 6 SEE SHEET FOR OETAA APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF m. I MR SPACERS AT4TRACKS INSTALLED AD.JACENT AND BEYOND TO STUCCO/VMD BANDS, wio J1-Z --="- Poem - < PE WA^� CA'.40011719 PC %tra A flomw vu PL Scm./qwwVw,%m IT PX WALTER A OHM 11 or 36 t nAla &1# It I-E .,67 SHEET NO. SH 1 A Wei, MuLim REQUIRED w SPAM (R) TUBE MULLION 4 11-6. Z' . 3' . 1/6" W111 1. NSTALLATIONS FOR ALTRNATM OW. 9W 111 1001 ONLY VALID FDR BUiLD#JGS WITH &S.D. DESIGN LOADS UP TO +43.8. -48.0 P-0.1. AND PANWS LENGTH UP TO 1 2--4- L FOR NN WOOD FPAMIE rONSTAUCTION, WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECM DENSITY OF O.M OR EOUAL TOP & BOTTOM MOUINTINCS CAN K COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, I CIO -cu -0 > 2 2-6 2 cu -.0 a- .6-0 (D 0 4., cn m M -m CD -0 0 -0 2 -2 -= CD .0 u- cu 0 -cn -0 E 2 0 " CL M 0 CL cu 1-�-- -a - cn e< z z w mi C* 04 CL. -m -ex W j:; 25 3:2 cu 21" CL= W as 4D *5: CE CD u 4- C3 co.com ANCHDRS CONCIElf ANCHM FOR CONWM ANCHCIRS� SCE SCHEOLU ON SHM K (SEE scmim" ON (SEE SCHEIRKE a#- MR WON so"! SEE 21cm. ON Sw a 641NIL.. ALTERNATE /-0-) 14) 'A 2/4. 24/4 3/4 Or 4/4 All, I- - �-Al 1 PANEL 1. 2�JlI IW/15 8 UXATION guy 14) sw 2 1w/15 LOCATION 8 AT 1 INSTALLATION DETAILS FOR OPTION # I FOR UFE SAFETY STORM PANEL SYSUM Poum Cokemm PANEL INTO EXISTING WOOD STRUCTURES -T1 .5w tomcmm Sw . I I I I . . I r 5/a, uft Tom STUDS 0 EVEIrf 0 cD T To O.C) -m �sgt K.W" I f I ITT 7' 71 t SNEIT 14 PA c- Me Ids, SEPARWON TO am 0 G PANEL of 4� TOY-- y SEE SEE INTEROR PANEL 00 PANEL "NIERICIA PANEL END PANEL SCV4WW 11 SCHEDULE f 1/4' SEE SEEILE "m 3' FOR U., - FOR box CIR Y SCHEDULE 'i S1,1211m. WASE 1) 7 9" 4) �1 J III'] it, 1 1-1, 1 -11 1�11 -1 .0 U., Tv. @ ANCHON ANCHOR 3 OR DRECI MW SPACING SPACING JI! cu INSIAUKION (AEPUCABLE TO SCHEDULE 1) DETAIL 2 FLOOR MOUNTING INSTALLATION (APPUCABLE M SCHEDULE 21 I SCALL. 311ir - I" SPACING SPACING 1-31 1", - - -3- wii, 0 ScALL. 3/ior - I* ow 0 12 ALTERNATIVE I cm PrAiIs 1/14 MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING I G 19 L2 oNCREnIj, O,C*Mjl MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND /4,." AmIciamt WRED C L LF CORRESPONDING MAXIMUM ANCHOR SPACING SICHEDULE AT & FOR MAXIMUM PANE -NGTH "0 SCHEDULE UIPPI "ME ONLY TO SECTIDINS I A, , WrAnn LIFE SAFETY S7011M PAPE, Per, /14) LOH /4. 2/4, 21/4, IW/15 +1. 1& 1w/15 INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES 3/4 OR 4/4 L*I. 2' ALTER.It L=TM ASA six SCHIKU Mwt wu� mmw CONXnm Tw & BOTTOM am sw 14 -_j ON LIFE Wfm PANEL L- rom � W/mo LIFE Smm PANELS LOCATION OFZE (JSM NOTE IBROW) summum I . RED" PANELS W/ Olt SAFETY KNIA" AAA socow cr W-W I CIA" PANIUMIE MINE 0 PLUS WIO REGULAR TRAICKS (SEE "m I arm KCMG 0 & wxmw Pomm Eoi PM -AREA, BELOW) LAST PANEL (D TO K MISTALLED AS PNOSPAIF TO 10 To to III To 10 TO 10 1 10 COMOWM LD11M V PL) ED SCHEK" am eum SET mw 16 rm A"C"m TRIE & spot" Fm pav"MADUS wo aw row "tow CONCRETE Comcim CONCItm cowmm go COKWIT Aww" $Lax Co"Com CDNWIT M=tM ONCREIT = 9LOC, ALWAYS grow PANEL OPEAlm SMALL f-f.1 CREIT I= OF INN 60WAM Now SAACN011 me w"w am 009010E Am 001:410 am 7.6 3041MILL fm E? K pn:r N= N/A 1 4, 2 CTCP) TO K INSTALLED OR *900VED rMW IASW to . S.w TO SAFETY D) OR WEE KETY 9.0, LESS TV" MICATTO ON SM011141 MM MOM SPACPS In ALIVILY40 WRONS Eolt OPTION if I F s RM AV A'.W N/A N/A N/A 6' N/A 0- N/A a' PANEL (1) Ift (1A +55,0. -72.0 1. 5 -0* OR LESS 900% ON 909011LE by INE rQUAIGM FACIDW RW " OPOur" TO K POSSO.E. or STRUCIIINE 7- 9- 9- 9- 2' 2' 9, a' 1 (900 ) REDUCIED Sl Q&TA"M USING FACTOR SMALL MV N LESS IHAN M�N W%CNG SHEUT 14) -D ELEVATION N/A N/A N/A r N/A r N/A N/A I & 2 CYCP) mocAlm no Lw" New" Im Ar *Aoim LEQM eDW KATE WALE 3/32--1' +55.0 -72.0 J 11FOINIM le-vil im. Ile. Ile. WALL WOUNMG IOWAL.LATION v 7 1/2' 0' 9- 001111111111 vw9 am�-- SECWN I SCALL, 31r - I* SECTION 2 SCALE: 3/0' - I N/A N/A N/A 1. N/A I- N/A N. 7*-61 to stImIN a vv�omw� 4sp w Rx"m trocas W 3 3 2 I/P 'I've met PIP +55.0 -72PO 9. 1 8- 6* -L* "T'Dip NM ON I It SAM1z StORM PANEL SfSTEM INSTALLMION 3 1 31/2 30/1 4 ALTERNATIVE 3 ALTERNATIVE I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAS1 PANEL) -4 OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS). Amm ILL mono Ircm LIFE SAFETY PANELS MAY OR MAY NOT K INSTALLED AIDAACENT TO REGU-AR PANELS 2 - OW/ El" maw CoNottloms; AT SCITIMM W, ED, 3 112m w"m g4-- LAP 9CK" 0 T* PC W/ I In, co L T,0T4egP PoWnotttol m4fv mus" W/ -0-2Nr IL " 0 W " (M APPUC*W TO ,/-4 cu WAWKA� A&& M WIA 0 90- ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATION 2. LIFE PANM CONSISTS OF OLM "LypjatD SEM STORM PAWL AS SECTION B-8 DES" SECTIONS III & MA)0MuM PANIEL) I= 1/4-t-20 PANELAIATIL IDW 10 OR (W/ OR W/O REGULAR TWO.) SEE WR 1) --2 raw MP or N" am ma 0 r now XP w Amam PRESSAW -1 WY CDMINWATI01 LENGTH 'L' (I L "01111 PLIm 0 r PER SHIM 2 Of DRAWING. SCALE 3/32"- 1' =v - Of THEM lea Pe"I"WPO" 10 THIS ITSELF TO BE ROACIVED OR INSTALLED FRO&I THE INSIDE OF mum 1-, 3 an Am wwm Iwom "of S"0- MR MANT, 4 2 (BOTTOM) STRUCTURE .40.2 -511 1/2' 4 1/2* 7'-8' Ow7m, "00 1 gE K To K comPoNEwT M & soTrom TRAck To - 3- 4' 4 2 C80110M) 7'-G' 0 WALL MOUNTING INSTALLATION 1k. T TRAc'A .52:8 -56.0 1. ALTERNATIVE 1 ....... -fjw;g2 OF DRAWING. Lu COMPONENT Y BE INSTALLED MOUNTED FOLLOWING SECTIONS I & .55-0 -7zo 2 1/2- 2 1/2- A- 3 1/2- 2 (WITOM) 7--F OR No. 44167 LESS 3 WALL OR FLOOR E N 2 1/2" N/A N p7'- SCALS, 3/0' 1' 2 ON THIS SHEET, AS WELL AS DETAILS I a 2 ON SHEET 14. NU an* zons)l NY tHwu one Zono)l �7--r TO 8--s- .3m "Llm, m N/A s a-l. - FLORIDA WILDING CODE (Mgh Volow"My NU _ 1 FL=OA MUM CODE (0119h VolWty "Ity NU one Zen JA 2 (VO.) No. 167 C FLORIDA WILDING CODE (109h Voloc 4. Min.. LENGTH FOR COMPO*m 4D 5 Is'. c rp TILTIC0. VdL STEEL STORM PANEL < Max ANCHOR SPACING FOR COMPOWN1 4DANCHORArE AT WITTOM is GWEN ON 20 GAGE GALVANIZED STEEL STORM PANEL 20 CAM GALVANIZED STEEL StORM PANEL 20 GAR GALVANREO SCHEDULES JD& 2. SHIM f4. COMPONENT MAY BE PERMANENT 00 REMOVABLE s 14TE z GLOBAL PROTEMON I. SWALLA"MIS ARE OKY 010 FOR IR.P.00M WITH A.&O - DESIGN tDADS UP TO % PRODUCTS. LLC GLOBAL PROTECTION PRODUCTSI LLC. .9515. -72.0 w AND PANEL*s Wom UP 10 Y-r. GLOBAL. PROTECTION PRODUCTS, U.C. S. SEE DIETALS FOR INSTALLATION INTO WOOD fRAME BUILDINGS ON SHEET 15. OR L 11LIEC0,01c .400 Lw &I S"w 0i .. ... ... w S.W. 5 sum am z an ". 51 sww 2 MR mew wm rk" DAWL A. 3m.. ILUT rL 2"1. �w. fNHjeoI FAL (m)m-wm? 20 (sm)w-w" 20-176 pw 2. w/ w0wra4ca"w""00IN' OV maw Fw (SU)N*4m -176 p"Ima-m4S. not 20-176 6 SEE SHEET FOR OETAA APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF m. I MR SPACERS AT4TRACKS INSTALLED AD.JACENT AND BEYOND TO STUCCO/VMD BANDS, wio J1-Z --="- Poem - < PE WA^� CA'.40011719 PC %tra A flomw vu PL Scm./qwwVw,%m IT PX WALTER A OHM 11 or 36 t nAla &1# It I-E .,67 SHEET NO. SH 1 A Wei, MuLim REQUIRED w SPAM (R) TUBE MULLION 4 11-6. Z' . 3' . 1/6" C* 04 CL. -m -ex W j:; 25 3:2 cu 21" CL= W as 4D *5: CE CD u 4- C3 co.com ANCHDRS CONCIElf ANCHM FOR CONWM ANCHCIRS� SCE SCHEOLU ON SHM K (SEE scmim" ON (SEE SCHEIRKE a#- MR WON so"! SEE 21cm. ON Sw a 641NIL.. ALTERNATE /-0-) 14) 'A 2/4. 24/4 3/4 Or 4/4 All, I- - �-Al 1 PANEL 1. 2�JlI IW/15 8 UXATION guy 14) sw 2 1w/15 LOCATION 8 AT 1 INSTALLATION DETAILS FOR OPTION # I FOR UFE SAFETY STORM PANEL SYSUM Poum Cokemm PANEL INTO EXISTING WOOD STRUCTURES -T1 .5w tomcmm Sw . I I I I . . I r 5/a, uft Tom STUDS 0 EVEIrf 0 cD T To O.C) -m �sgt K.W" I f I ITT 7' 71 t SNEIT 14 PA c- Me Ids, SEPARWON TO am 0 G PANEL of 4� TOY-- y SEE SEE INTEROR PANEL 00 PANEL "NIERICIA PANEL END PANEL SCV4WW 11 SCHEDULE f 1/4' SEE SEEILE "m 3' FOR U., - FOR box CIR Y SCHEDULE 'i S1,1211m. WASE 1) 7 9" 4) �1 J III'] it, 1 1-1, 1 -11 1�11 -1 .0 U., Tv. @ ANCHON ANCHOR 3 OR DRECI MW SPACING SPACING JI! cu INSIAUKION (AEPUCABLE TO SCHEDULE 1) DETAIL 2 FLOOR MOUNTING INSTALLATION (APPUCABLE M SCHEDULE 21 I SCALL. 311ir - I" SPACING SPACING 1-31 1", - - -3- wii, 0 ScALL. 3/ior - I* ow 0 12 ALTERNATIVE I cm PrAiIs 1/14 MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING I G 19 L2 oNCREnIj, O,C*Mjl MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND /4,." AmIciamt WRED C L LF CORRESPONDING MAXIMUM ANCHOR SPACING SICHEDULE AT & FOR MAXIMUM PANE -NGTH "0 SCHEDULE UIPPI "ME ONLY TO SECTIDINS I A, , WrAnn LIFE SAFETY S7011M PAPE, Per, /14) LOH /4. 2/4, 21/4, IW/15 +1. 1& 1w/15 INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES 3/4 OR 4/4 L*I. 2' ALTER.It L=TM ASA six SCHIKU Mwt wu� mmw CONXnm Tw & BOTTOM am sw 14 -_j ON LIFE Wfm PANEL L- rom � W/mo LIFE Smm PANELS LOCATION OFZE (JSM NOTE IBROW) summum I . RED" PANELS W/ Olt SAFETY KNIA" AAA socow cr W-W I CIA" PANIUMIE MINE 0 PLUS WIO REGULAR TRAICKS (SEE "m I arm KCMG 0 & wxmw Pomm Eoi PM -AREA, BELOW) LAST PANEL (D TO K MISTALLED AS PNOSPAIF TO 10 To to III To 10 TO 10 1 10 COMOWM LD11M V PL) ED SCHEK" am eum SET mw 16 rm A"C"m TRIE & spot" Fm pav"MADUS wo aw row "tow CONCRETE Comcim CONCItm cowmm go COKWIT Aww" $Lax Co"Com CDNWIT M=tM ONCREIT = 9LOC, ALWAYS grow PANEL OPEAlm SMALL f-f.1 CREIT I= OF INN 60WAM Now SAACN011 me w"w am 009010E Am 001:410 am 7.6 3041MILL fm E? K pn:r N= N/A 1 4, 2 CTCP) TO K INSTALLED OR *900VED rMW IASW to . S.w TO SAFETY D) OR WEE KETY 9.0, LESS TV" MICATTO ON SM011141 MM MOM SPACPS In ALIVILY40 WRONS Eolt OPTION if I F s RM AV A'.W N/A N/A N/A 6' N/A 0- N/A a' PANEL (1) Ift (1A +55,0. -72.0 1. 5 -0* OR LESS 900% ON 909011LE by INE rQUAIGM FACIDW RW " OPOur" TO K POSSO.E. or STRUCIIINE 7- 9- 9- 9- 2' 2' 9, a' 1 (900 ) REDUCIED Sl Q&TA"M USING FACTOR SMALL MV N LESS IHAN M�N W%CNG SHEUT 14) -D ELEVATION N/A N/A N/A r N/A r N/A N/A I & 2 CYCP) mocAlm no Lw" New" Im Ar *Aoim LEQM eDW KATE WALE 3/32--1' +55.0 -72.0 J 11FOINIM le-vil im. Ile. Ile. WALL WOUNMG IOWAL.LATION v 7 1/2' 0' 9- 001111111111 vw9 am�-- SECWN I SCALL, 31r - I* SECTION 2 SCALE: 3/0' - I N/A N/A N/A 1. N/A I- N/A N. 7*-61 to stImIN a vv�omw� 4sp w Rx"m trocas W 3 3 2 I/P 'I've met PIP +55.0 -72PO 9. 1 8- 6* -L* "T'Dip NM ON I It SAM1z StORM PANEL SfSTEM INSTALLMION 3 1 31/2 30/1 4 ALTERNATIVE 3 ALTERNATIVE I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAS1 PANEL) -4 OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS). Amm ILL mono Ircm LIFE SAFETY PANELS MAY OR MAY NOT K INSTALLED AIDAACENT TO REGU-AR PANELS 2 - OW/ El" maw CoNottloms; AT SCITIMM W, ED, 3 112m w"m g4-- LAP 9CK" 0 T* PC W/ I In, co L T,0T4egP PoWnotttol m4fv mus" W/ -0-2Nr IL " 0 W " (M APPUC*W TO ,/-4 cu WAWKA� A&& M WIA 0 90- ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATION 2. LIFE PANM CONSISTS OF OLM "LypjatD SEM STORM PAWL AS SECTION B-8 DES" SECTIONS III & MA)0MuM PANIEL) I= 1/4-t-20 PANELAIATIL IDW 10 OR (W/ OR W/O REGULAR TWO.) SEE WR 1) --2 raw MP or N" am ma 0 r now XP w Amam PRESSAW -1 WY CDMINWATI01 LENGTH 'L' (I L "01111 PLIm 0 r PER SHIM 2 Of DRAWING. SCALE 3/32"- 1' =v - Of THEM lea Pe"I"WPO" 10 THIS ITSELF TO BE ROACIVED OR INSTALLED FRO&I THE INSIDE OF mum 1-, 3 an Am wwm Iwom "of S"0- MR MANT, 4 2 (BOTTOM) STRUCTURE .40.2 -511 1/2' 4 1/2* 7'-8' Ow7m, "00 1 gE K To K comPoNEwT M & soTrom TRAck To - 3- 4' 4 2 C80110M) 7'-G' 0 WALL MOUNTING INSTALLATION 1k. T TRAc'A .52:8 -56.0 1. ALTERNATIVE 1 ....... -fjw;g2 OF DRAWING. Lu COMPONENT Y BE INSTALLED MOUNTED FOLLOWING SECTIONS I & .55-0 -7zo 2 1/2- 2 1/2- A- 3 1/2- 2 (WITOM) 7--F OR No. 44167 LESS 3 WALL OR FLOOR E N 2 1/2" N/A N p7'- SCALS, 3/0' 1' 2 ON THIS SHEET, AS WELL AS DETAILS I a 2 ON SHEET 14. NU an* zons)l NY tHwu one Zono)l �7--r TO 8--s- .3m "Llm, m N/A s a-l. - FLORIDA WILDING CODE (Mgh Volow"My NU _ 1 FL=OA MUM CODE (0119h VolWty "Ity NU one Zen JA 2 (VO.) No. 167 C FLORIDA WILDING CODE (109h Voloc 4. Min.. LENGTH FOR COMPO*m 4D 5 Is'. c rp TILTIC0. VdL STEEL STORM PANEL < Max ANCHOR SPACING FOR COMPOWN1 4DANCHORArE AT WITTOM is GWEN ON 20 GAGE GALVANIZED STEEL STORM PANEL 20 CAM GALVANIZED STEEL StORM PANEL 20 GAR GALVANREO SCHEDULES JD& 2. SHIM f4. COMPONENT MAY BE PERMANENT 00 REMOVABLE s 14TE z GLOBAL PROTEMON I. SWALLA"MIS ARE OKY 010 FOR IR.P.00M WITH A.&O - DESIGN tDADS UP TO % PRODUCTS. LLC GLOBAL PROTECTION PRODUCTSI LLC. .9515. -72.0 w AND PANEL*s Wom UP 10 Y-r. GLOBAL. PROTECTION PRODUCTS, U.C. S. SEE DIETALS FOR INSTALLATION INTO WOOD fRAME BUILDINGS ON SHEET 15. OR L 11LIEC0,01c .400 Lw &I S"w 0i .. ... ... w S.W. 5 sum am z an ". 51 sww 2 MR mew wm rk" DAWL A. 3m.. ILUT rL 2"1. �w. fNHjeoI FAL (m)m-wm? 20 (sm)w-w" 20-176 pw 2. w/ w0wra4ca"w""00IN' OV maw Fw (SU)N*4m -176 p"Ima-m4S. not 20-176 6 SEE SHEET FOR OETAA APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF m. I MR SPACERS AT4TRACKS INSTALLED AD.JACENT AND BEYOND TO STUCCO/VMD BANDS, wio J1-Z --="- Poem - < PE WA^� CA'.40011719 PC %tra A flomw vu PL Scm./qwwVw,%m IT PX WALTER A OHM 11 or 36 t nAla &1# It I-E .,67 SHEET NO. SH 1 A Wei, MuLim REQUIRED w SPAM (R) TUBE MULLION 4 11-6. Z' . 3' . 1/6" SHEET NO. SH 1 A Wei, MuLim REQUIRED w SPAM (R) TUBE MULLION 4 11-6. Z' . 3' . 1/6" NOCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 A 20) - -- VAX. SAM. 4A/17, SAMAL 207. 40117. sem. 3' VAX MR. aw/11. FAW/11 a *W/n WWI% imew/19 wm/30 1. 0 0 0 6 , (DIWO c UP, ,�L PAWL LENGTH -14F MAX. 4�, _M"&LNe 1___T_!,� - _-, -- 001.111, N/?/$V . 3/39 W" %IT "Wev - (SEE SCHEDULE) p 7- , 4 X mAx. IT. IT zr Lopmm?. 4107. U/16. 3- W;XZ I' WIN. a SwIn IM/116 yw/to a M/ZD I' WIN. -- ANCHORS (SEE SECTIONS ON SHEVS 17. 18. 19 At 20) - OPTION #2 FOR UFE SAFETY STDRM PANELa ELEVATION /4- max. wo BAN a ~__oi1vkA "Ad (j)Lff Swm S,_ - xam SECTION A -A SCALE 3/14r-,- MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.t.f.) AND .;F CORRESPONDING MAXIMUM PANEL LENGTH -L- SCHEDULE No. 44167 Ity Hu one Zoo Max, PANEL LENGTH 1606 J_ FLORIDA BUILDING CODE (Wgh VotocHy Hu - S�?o . A MAXIMUM A.S.D. MINIMUM SEPARATION PANEL RI 20 GAGE GALVAMW STEEL STORM PANEL DESIGN PRESSURE L (ft.) am" IF, RATING (P-0 (SEE SECTIONS) TO GLASS CONDITION . ..... CLOM PWMCTKW PROMM Uc. 31 vow +55.0. -72.0 2 3/4- UNBOLTED MARE. M. JQ34 AN, mt� .Dw-. OwNew-M, 20-06 (NOW40-7i4s, FAK I'L NALTEN 4 nuAl P.E F09 ow is or III now Lk� It 4410 1 - I WOOD HEADER AEOUIRED 7 4-0 TAPOD" I I WIN. 1/4' 'a Nb�.-=- N, is., w SDOX" PANEL ON iman 'op j It - (SEE: NOTE I W SUVANNIN PANEL LENGTH TO ISEE NOTE I on -OW) mvwm 7/ro x 3/U. WNG NUT Lit' 0 or Ot. nWADED WOW G L-1=1 =ah._ . G EXISTING - StAmmam "I' V­ CLASS on? am sodwi PANEL LOCIM am I* (SEE NOTIE I BELOW) PANEL LENGTH I T I " (SEE NOW I BELOW) SS Vs %I/ 7/8'0 . 3/32' WIND NUT ED I1ei0­W414*SS- M.S. W/ NUT WS'401/3r "INS Mo 1/9*0 x 313r W" W!TO121 OC 3-C ow Immalmom (KVOW) 1 4 0 TAPOOM 0 Or D.C. r O.C. -9= 0 r O.C_ wk. THRIADED Wit STUD) At MCKNOTO (IF PLATE mewom WOOD RATE Or PLATE KA PLATE _. � _ . ja:�� PLATE UWALIATM WALL moumpm INSTAUATM WALL WK A= ALTERMA7NE I WALL Mm 0 PP17AW NUA No - _& _ AM SCALE 3/1r-1* PANEL a twrm NPARNEL SCALE 311r- I' SCALE 3/r. I" SCALE 318-- 1' FLORIDA BUILDING COI I MMA"Tchs Aim ONLY VALID MR BUILDINGS WTH A.S.O. DESIGN LOWS ww" two 20 GAGE "LVANIZE9 UP TO .563, -72.0 PSF AM PAMWS LENGTH UP TO W-r 2 FOR NEW WOW rIM1WE CONSTRILKCTION, WOOD IMEMBERS 70 ME SOUTHERN PIC NO. 2. All SMFC DIONSITY - Or OM OR fOUft_ I* . . % S3 r: _Lj - _1 � 1/4? S& Us W/ 712 ;SVV'IW MR WASHER (017#010)) INSTALLATION DETAILS FOR OPTION jJ2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1 4' IAPCOII ANCHORS 114;TAPCON ANCHORS I 4;TAPCON ANCHORS lj:4*. TAPCON 0000" 4.1 ir Ot. a D.C. oz� 0 9 D.C. POURED CONCItm POURED` POURED CONORM 00 CONCRETE a. Pal"'D INDCR ftQUPXD oft CONCRETE ON cowwm BLOCK REOURED BLOCK REN)UP" , . 1/4- rc vLOcw REQUIRED 1/-V We., f-c 6.0 Loe IL G NIAMALIE ex CLASS CLAM TIS,16; 0~ .eWW`N` _4 CD E.0 ED,* /2" W/ ALS6 W1 WNG MO WASHER �/121`WSIG MO WASHER 3/ 2* W)mG MO 12 Ilr O.C, (BEYOND) WA94ER 0 132 1/2- O.0 (DEVOIRI) _�4. IAPCON ANCHORS TAPOON ANCHONS ; 4 __W4* TAPOON ANCHORS _____r4' t/r ot. - - - ----- ;z.XCON =D.C. 4 11r O.C_ B/ CSIAGGIERED W/ STUD) 4 1/2- O.0 _POUKo CONCRETE POURED CONCRETE POURED CONCRETE OR CONCRETE BLOCK ---KMM COMEA-M OR CONCRETE BLOCK ON CONCRETE BLOCK OR CONCRETE BLOCK REWIRED REOURED REOUNIED REQUAM &TAUATM WAI I NO jtMNQ INMAI I ATION WALL MQUtMNQ IMTAUATMN WALL MQUIMNO RPUAWN SELTM " X 0 RMA&EL 0 u AM 6 REG" PAMU 9 LuT9mimpANIEL SCALE 310--l' SCALE 311r-l- SCALE 318*-1* SCALE 3/5'.1" SEE 04M 10 4 23 FOR &-CHM r,PE a 11!71! SPACINO MR MSzAUU0vm moo sm wom "Was NLKDM w Now woom W4 1 WON" ANCHOR VACIM Mo momw am DIFIANCE AK em"m ON THS 1-- 3 SCHOKAZ AM LO. LESS Two 04=10 ON AAIW I SCHEMAIL REDUCE AWCmOA i mLtWLYM $FACING 94M ON SCHEDULE "a CA ow mom my THE FOLLOWING FACTORS. F_ 1- To K POSSOM fWaLcm WMANS ONW" USM FNCWW SHALL MOT BE LESS THAN WINIMLM SPACKAG. `aA"M IN EACH ANCHOR TYPE ON THA SCHEDULE Ir CODE 1 4 0 O�C. TAPCON & Ir Q.C_ ==THREADED MIN. THREADED AY WOOD AT wow HEADER HEADER 1/2 1/4 1/4* WOOD HEADER WOOD HEADED; Ifin. REOUNIED Bb". OUT CORI. G 1,11-4011 NA 9 Leib's 111:4 F-111MVIAKI]JI ($11mmovilom TwTivi WAFRoMWO ing1wUlic MOW 6=4 tw-loallelom I v m­ PANEL LENGTH ON (SCE NOTE I KIM 3 E 1 0. ;ill 2-W WOW PLATE _?/ro . 3/32' WIND NUI REQUIRED �i N1%SAER 0 It 1/4' O.C. #14-10 PANELk%tE 6 "40.r_ */I ?fe WIN PENETRATION AT Adviiiio Of PLA11 WAU WOUMN INMA"TION &Z 0 REMMMPBAN&FL. SCALE 3/w.,. MM1. *61ALLATIONS ARE ONLY VAU0 FOR BUILDINGS WITH &SD+ DESIGN LOADS UP To +55.5. -72.0 PSF AND PAPOWS LEHM UP TO 8'-8* 2- FOR WW WOO15, FRAME CONISTRIA-TION, WOW MEMBERS TO BE SOUTHERN NNE No 2. W/ SPECIFIC DEIMSTTY OF 0.55 OR EOLAL to am (SEE sommm Ok BMW III) 'L, Mee. PANEL LENGTH (SEE NOW I BELOW) S's, w& Wj 3/32' NUT ED. 2'14' WOW -PLATE 71WO 3/32' WING NUT REOURED I WASHER 0 (BEYOND) O'C W1 f 0 G t/4 ei WIN THREADED PEWTIVITION AT MKIi&H OF PLATE WALL MW MTAj �AM SAFETY PAKIL SCALE 3/8-- 1 - FLORIDA BUILDING CODE fifich INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCREJE OR CONCRETE BLOCK STRUCTURES r,.1APCON MICHORS 1,14* 1APCOW AICHORS O.C, POURED OOMCmr E rE OR CONCRETE 14.11C PwoUm=T01cw REQUIRED REQUIRED M.A EZA EMA w- No Ample 4 ommue, EO 0 LAIAFE PLUS *1 4jio . 0 � srr W%XI NUT WASHM exam CONCRETE OR CONCRETE OLD" RMARto WALL MQVJ�LLATM III REGULAR PANEL vour jX-1, ME SWEET I a, 20 MR MANORS WK a TIME ---�/TtL ­'/". - svow VOR 6orALLCOS INTO WOO11 INNOW RUN ROME SULDIMIL IN, mom vemom go 3 3 Well" Now SPACON me AONKM CODE MUA.= AK &OCANIII ON wo; ON, *xwo momex J b SCNIVALE FOR ED. LM TIAN mawtv W. 31/2 SCH1DUUE RIDUCIF ANCHOR 9100110 In MLLTIPLY" ]FACING smowm ON SOMERALS AMA m mm on"" III THE fOLLMM FACRIM MR THIS OPERATION 10 K POSSIBLE. I== VACM MMM USMO FACION SmALL NOT 2 jtr� WE LOS TWA WOMAN SPACING MICATID I I FIX` FN`M ANCHOR TM a" THIS Soaka 3 vIr _fi4-10-0 PARELMATE PLUS W/ 7/Jrf - 3/3r WNG NUT WASHER (KYOND) -POURED CONCRETE OR CONCRETE KOCK REOL11110 WAU kjQytffW I A I ATION Mm IL URE PANQ SCAI E 3/0--1 - FLORMA 9EMN wm mom Row-mm I E-Z HAJ4C STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.LD.) HAS BM VERIFIED FOR COMPUMINCE IN IL 0) MINIMUM EMBEDMENT OF TAPCOk ANCHORS AND PANELMAII FICIA&LE 0 & PAKELMATE PLU5 INTO CONCRETE ACCORDANCE WITH THE 2020 (Aft EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4- OCSIGN WIND U)AOS SMALL BE DETERMINED AS MR SECTION 1620OF THE ABOVE MENTIONED CODL 9.2) MINIMUM EMOMMD(T OF 1/4-0 X 7/1r CAUK-0 ANCHORS SHALL BE 15 7/r WTO CONCRETE. FOR A wtw SPEED As REQUIRED BY THE AIRISDICTION WHEAE THESE SHUTTERS IMUL BE INSIAILLED Me NO EMBEDMENT Iwo ANY FINISH WATERVA. SHAILL BE PERMITTED, FOR A OWdrMHAUrV FACTOR Kd.0.65. USING ASIDE 7-16 AND SHALL NOT EXCEED THE WARJUM (A.So.) 1/4' 0-20 SS SIDEWALK BOLTS USED 94ALL BE LONG ENOL)GH(SHMO ANY FINISH MATERIAL EXIST) TO IN ON" TO VERIFY THE ABOVE CONDIFION, ULTIMATE MIGN WV40 LOADS DETERMINED PER A= 7-15 94ALL BE FIRST REDUCLM M A&D. DESIGN fto LONDS BY MULTIPLYING THDA BY 0.6 IN ON" To &3) A CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EMTLNG WALL To COMPARE THESE W1 MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 111 24. N"ORS SHALL BE LOW DMG14 TO REACH THE MAIN STRUCTIARIE BEHIND RICH FINCELS. ANCIMA" :N ORM TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TEM WERE NOT OVER STRESSED, A &14 INCREASE SMALL, BE AS M1147041) IN BA) AND 04 8.2). N AU.OWAKE STRW FOR WPM LOADS WAS AM USO IN "" ANALYSIS FASTENERS SPACING TO WOOD HAS KEN DUERMIMM IN ACCORDANCE WITH W.O.S� 2015 (C) ANCHOWS SHAa BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHM'S STORM PAWL'S ADEQLINCY FOR IMPACT AND FATIGUE RESISFAMM HAS BCEk VEWIED ft ACCORDANCE INTH SECTION 1626 or MANUFACTURER . THE ABOVE MENTIONIED CODE AS PER FINASTFULTION TESTING LABORATORY. INC REPORT f 2032. AS PROTOCOLS IAS-201, 11 IT SHALL BE THE RIESPONSIEPUTY OF THE CONTRA" TO VERIFY THE SOUNDNIESS OF THE STRI)CYLIRE 04M SHUTTER TAS-202 AND IAS-203. IS TO BE ATTACHED TO OSURE PROPER ANCHORIAGE. IN* SHUTTER SHALL ONLY BE ATTACHED To coo,� EALOCX 2 INS SYSTEM HAS KEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING INE OPENING FROM THE OR WOOD FRAME BUILDINGS INSIDE W/O THE USE OF A LADDER OR LWT THIS APPLICATION IS VWD WHEN INSTALLATION 5 INTENDED To BE PERFORMED 12. THE INSTALLATION CONTRACTOR is TO SEAL/CAULK ALL SHUTTER COMPOW)IT CODES WHICH REMAIN 00 CONTINUOUS FROM THE INSIDE: OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WNMD/RAVN INTRUSION CAULK AND MAIL. SHILIll'EIR TRACKS ALL AaCUW FULL 3. SERIES 1000 INSTALLATION 15 APPLICABLE To SINGLE AND DOUBLE HUNG STYLE WINDOWS WHM INSTALLATION ra REOUfto fo BE LTNM� PERFORMED FROM THE ASIDE Or STRUCTURE 13 STORM PANEL INSTALLATION 94AU COMPLY WITH SPECS WICATED IN THIS ORNWING PLUS ANY BUILDING AND ZONING 4. SERIES 200D INSTALLATION IS APPU1CA&E 70 SINGUE AND DOUBLE HUNG AND HORIZONTAL SLIOM STYLE WINDOWS WHEN REGULATIONS PROVIDED By THE JURISDICTION W4E1RE PERMIT IS APPLIED TO. INSTALLATION 5 REDUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. PC. E - Z HAND STORM PANEL SYSTEM- is FWW 00cm 5. ALL ALUMINUM EXTRUSIONS TO BE W63-75 ALLOY W TDAPM (UNUESS OTHMISE NOTED) 15.(G) THIS PRODUCT EVA"71ON MEUMENT (P.E-D.) PREPARED BY THIS ENGINEER is GDAM AND DM NOT PROVIDE fi� ALL ALUMINUM SHEET METAL USED AT CLOSURES SWILL HAVE 3105-MI4 ALADY, INFORMAIION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE Snr CONDITIONS OEVWITE FROM THE P.EZ (b) CONTRACTOR 10 BE RESPONSIBLE FOR THE SULDCTIGN. KOCHAM AND NWmjATWN1 MLUDIW, LIFE SAFETY OF I- ALL SIM SHEET METAL PANCUS SPALL HAVE STRUCTURAL QUALITY STEEL ASTM "S3 GRAM SO Min-, GALVANIZED STEEL THIS PRODUCT BASED ON THIS P-E.D. PROVIDED HE/SNE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/Fy- 58.3 kol (AFM ROULED)� THIS DOCUMENT CONSTRUCTION SAFETY AT SITE is THE CONTRACMn RESPONSMM. 8 ALL SCREWS TO BE STAINALM STEEL 304 OR 316 INS SEINES OR CORROSIOk RESISTANT CQ%TU CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL Of CONSIDERED RNAUD W mowim. $0018 */ 50 kbJ YIELD STRENGTH AND 90 b0i TENSILE PROWTH AL SHALL COMPLY W/ FLORIDA BUILDING CODE SEC71ON 2411.3.3-4 (d) SITE SPECIFIC PROJECTS SHVILL BE PREPARED BY A FLORIDA REGSTERM ENGINEER OR ARCKITM WHICH WILL 9. BOLTS TO BE ASTIA A-3117 GALVANIZED STM_ OR AM 304 SERIES STAINLESS STEEL. WITH 36 e. MINIMUM VIELD STRENGTH BECOME THE ENGINEER OF RECORD (F-O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E D. ENGINEER OF RECORD. ACTING AS A DEUGATED 04ONEER TO THE P.E.D. EPIGNMEM. SK%L1 10 ANCHORS TO WAU. SM01L BE AS FOLLOWS: suaw To THIS LATTO Y14E SITE SPECIFIC DRAIMINGS FOR REVIEW (e) TAG P ED. SHAILL BEAR THE DATE AND OR`GPW SEAL AND SIGNATURE OF THE PROFESSIONAL IDNOWER or t/00 TAPCO14 ANCHORS AS MANLIFACTURM BY ITW. &A.M. INC. (MIN. I*c-3112 p.&i) RECORD TN4T PREPARM (I 1 /4* 0 X 7/8' CALK -IN ANCHORS. AS MANLWACIURED BY DEWAIT W_ (MIN. 1.-Xm p,.Q 16. SMRM PANEL MANUFACIVRERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM FARtL IN 014-tO PANDAVIIE FEMALE 10 A PANaMATIE PUS ANICkOft. AS MANILWACTUM By EUCO CONSTRUCTION PRODucTs ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LAEIEL SK4L.L BE PLACED FOR EVERY OPENING (f,­3350 P.o) L40EUNG TO COMPLY WITH SECTION 17094.2 OF THE FLORIDA BUILDING CODE AA) MR4WUM EMBEDMENT OF TAPCON ANCHORS INTO POL%O CONICRETE SKALL BE 1 3/4- AND 2- FOR PAND.MATE FEMALE 10 & PANELMATE PLUS. AZ) MINIMUM EMINEDMIENT OF t/4-0 V 7/8- CALX-IN ANCHORS SK#,LL BE IS 715- INTO CONCRETE. No EMBEDMENT INTO ANY FINISH MOLTERMIL SK46LL BE PERMrTTM 1/4' P-20 SS SIDEWALX BOLTS USIED SHALL BE LONG ENMX;H(SHDULD ANY FINISH MATERIAL EXIST) To ENGAGE 3/4* 0111D ANCHORS. IN CASE THAT PRECAST STONE. PRECAST CONCRETE PAWI.S. OR PAVERS BE VOUNG ON THE DUSTING WALL OR '�GEN FLOOR. ANCHM SHALL BE LONG ENOUGH TO REACH THE NOUN STRUCTURE BEHIND SUCH PANELS. ANCMDRACE SMALL BE AS MENTINM IN A.1) AND IN A-2). 41 (8) 10 EXISTING CONCRETE BL&-, oft, NO. 44167 Ar - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY IT W, BURLOEX. WC S-0 FLORIDA OWLD" CODE (Mgh Velocity Nu am Zone) I rp -0, 20 UGE GALVANEEED STEEL STORM PANEL 1/4 ' 0 X 7/8" CALX-IN ANCHORS, AS MANUFACTURED By OEWALT INC (f.-I 500 p a i,) - #1 4-10 PANEL.MATE rEMAUt 0 AND PAN8jmTr PLUS ANICAM. AS MANUFACTURED BY ELCO CONSTRUCTION or PRODUCTS X�A:Jwkw�, .. __"I. - Pitow" PRWUM. Ut _4 �11_ IL EC0,wc em ILe 6 WRIXT Dow. FL &W. IN, - AKINKIL APN mom "")MO-75A FAA, ")on-Vw 20-175 -pom-� Ae am­- M-1 - WIANNA; ft $KIM A I" ti P.I_ FUS" Lk 0 1 11 OF a cn -cu > 2 CD_ ca. 0 cu (D p S_ o 0 U- L�m I,- cu cu 0 cu 0 ;:ob, E 2 0- Cnu 40- ce. m c U) z z w mi C*4 CL) L.0 C3 CL. - C= V� C= cm LL_ CL_ C=) Z 0, ,j 3c m L cu CL) CE 2 In CS u COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS Y/24 INSTALLATION '-D" FOR SERIES 2000 AND 1000 E-Z HANG STORM (SCAIJE 1/2-1 j_j* sm� V/24 r.'/2;""' (SEE "m 2 MOUNI, r mee 2'/24 le V/24 (m HIRE 3 BELOW) PANELCUINTO POURED CONCRETE OR CONCRETE BLOCK 0 Lw.H FDA CO11KAE7It SOL r CONCRETE ANC.0115 Iq '0w," (m $014mull ON sman a)- M. wo. wk a 2 IUAs an Z __,5.IW (TOTAL WK") 2.250' 600com Awm -9.w nz 4 4 cn 12100- (EFFECTIVE W01H1j- NO ow 30 1/4' -T ---I M , t Irp, 2 T SUM WON, I 3w- Ij PAPER) _500' 7­1 T 11 60 X . %, L. I Num "%*M= Sim EDGE J- AM -633 latem PANEL) FAMI� PANEL) of",eff'o A_ WAIVED ONCE 50 kW*" DETAIL wr HIM 2. S. 4 BOJIM DID PNCL) 4 BUD Nm 4 vR SEE NOW 2, 3, 4 mum 11 1. 1 r-10 ONLY. IIV,7 4 .1 "IMM) t - --- -------- vw-w 44Jr m cu IF W/ - I I I 1 H, 1 1 1 KIM, STORM PANE 2.-70' 40 X L. > 40 % -L' T REWRSFO *tJ* TRACK 11111 11 1 11 11 1 SEE eocuu, RIEVERSM *h' TRACK 0 1 N SEE soem" FAMELMAIT cryp.) FORM. new WE 1043NUE CL SET NOTE 4 9�aDw_ 3i SEPAPAXION SEPANum wzzw_ MR 10 MAIN. M CLAM ON ow m so. c WAY BE soopmroc Five;L's-poo UP co"C" 4404m. $a nor 11 m A. I %h a- W/ NOR" EDOE. SEE AV TO Guam. TooE OR WAO TO HE INSTALLED AT EACH AUNNIT An, ALIMAYS PAZ% TYPICAL ELEVATION FOR 2000 RIAP HANDLE TO FE Typr-AL E E-Z BING RM P IF XTENDEII TO WE INIFEALUED FIM mim of sfmUCTURE. I 4_0 ANEL LM Mis" OF SrRUCTLVW_ E-Z HANG STORM PANE % -1/4"Mu, UP :3 ISOMEIRIC VIEW DETAIL A oocr END UP W/ HEMMED EWE j ROL40M CORNER 0 ENDS OF PANE 'S SECTION 0 SEMON A SAM 2 ow Z \ 7 77 7 Z 7_7 -77"7/ j\_7 \_7 \17 . (N.T.S) NU VW - 11 mmum 006 (1). DMM= OLSENS-IffiDt E - Z HAND STORM PANEX SYSTEM COWJSW OF PAWL L TRACKS AT TOP A PMamAn nus OR is* LONG (rAY BOTTOM W/ PANim"Tts. cu (1). DEFINITICIN _2EMS-M: E - Z HAING STORM PANEL SYSTEM CONSISTING Of PANEX - C-1. TRACKS TOP & BOTTOM. (2)� END PAWLS SHAU ALWAYS WE CONW7 j. EXI NO, BY w to TRACK SMALL BE EAjE 2"x5*Adpx,) ALUM, PAWLMATES OR. MFUSM 0-m (2) 80,=SHAU. ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP 00 C.W I. PAN" IN, Iv PPOIADM AT TOP OF SLJCN PANELS cm) 6061-TS Aburn. ALLOY UK (3), IF END PANELS ARE WNG Pan WALL ANQ INRECT mawam IMT, r 125* TRACK. CONNECTION SHALL CONSIST OF DESCRIBEID 0 worn W7 cn "Z/r TO Nuy OR I/Z"6314" W. THUMBSCREW` WALL hMfmwo 11bw. /A*- le M.S. 'u, vm 7 TI Ay PROVIDED AT TOP OF SUCH PANELS cu I= BOTTOM TIC" OF FASTENERS AT EITHER OF TWO (3). FOR CASES WHEN END PANELS AM USE JOI FLOOR TO C EXTERIOR FLAT rIANGES OF END PANEL 00 PAWLS ARE NOT O0NNW.-Y.v.A�4c&TRA%.TS-TOP BAR SLUM S, a INST, &,1WW34' SCAM 3/11-1* WALE 3/8-1, - -------- PECS 00" ON NOTE (3) AMC IN SUCH CASE. CONNECTION OF PANELS EXISTING SILL ONE INTEVOlit PANEL IL m (4). IN CASE THAT TOM I- A STOP BAN 9".00 OU-11 IRJILE) IfiEdliMQUOTA IS ONLY USED 7 EAST AIDC=�Z BE CONNECTEDCA BOTTOM TRACK (4). M=RXALLA7= WWM DO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ME USING S MAY BE USED JOINTLY W/ TKR%NLCLK �CAT Z TO BOTTOM TRAC VAY OCCUR AT ANY PANEL LOCATION. BOTTOM TRACK TO WALL w a M; No If A. 11 TWO PANELAILAITIES FOLLOWING; i SHOWN ON ELEVATION 4 We 1 .1.4% lk WAKIL.I. row c v 055 (Trp.) (5) SEE SECTION 1'. 3. 4' ON SHM 24. SEE ANCHOR SCHEDULE ON SHEET 25� EDGE DISTANCE. FOR USED At I ft IONIC.. 750' NOT NEED TO BE CONNECTM I v rm WOOLLAT" net � 40 - ,, . 'u Xrw FIRS w SUCH THAT AMMENT PAM" Q LEFT At =3 % - I" OVERLAPS RETAINED BY (2), �J NO. 44167 't NO. 44167 FIMIDA BUILDING CODE (High Valwity Nu me to") FLORIDA BUILDING CODE (High Volochy Nu can* Zone)l 0 :!Atlm T=0uMr#M =CAN BE FLORIDA SUILDING CODE (1419h Velocity mu cans Zone) CoMeM Ix 0200 ft"m PC. rp 7 emna vum m TA Now IF o&". &I. am" Oft" 1w OF 20 GAGE GALVANIZED STEEL SM PANEL j No. 4 16 20 GM GALVANIZED STEEL STORM PANEL 20 WA G&VAMM STEEL PANEL z ORI EIL IVA W W/UAM QUAIL I I w::_ ST OF -QZE GLOUL MTECWN SCALL. Ilr I' vww 00L z STOP BAR OLDM MTECTM PROCILCM, ORE. FROCKIM LW. *F/m/mD mom mmam PRowim LLic. MOO S. a smw OWN, IUI, III SWEET, 4M 11.0. 51 R. JJOI. tbftlto FL 3XI 3*m3'(idoxj ALUM, ANGLE ONAL fl. 30314 0 FAM, ("a -am P.OpL. tio4ow-mm. ra, (WHWNW_eTei 20-176 < I I' LONG NAI 20-176 AN, AN N%1KE 20-176 6063-T5 Alum. AUJDY M-N PE, Wft/mcmnm/wx "'M 6w 00,01131 Aim A`�. P.C. awom ok-Owbrill 000 A. VILLA PL SAINT n or 31 1& 1 0167 L 4 ;,momr.orm; a - SHEET NO. SH 1.21 'a Nb�.-=- N, is., w SDOX" PANEL ON iman 'op j It - (SEE: NOTE I W SUVANNIN PANEL LENGTH TO ISEE NOTE I on -OW) mvwm 7/ro x 3/U. WNG NUT Lit' 0 or Ot. nWADED WOW G L-1=1 =ah._ . G EXISTING - StAmmam "I' V­ CLASS on? am sodwi PANEL LOCIM am I* (SEE NOTIE I BELOW) PANEL LENGTH I T I " (SEE NOW I BELOW) SS Vs %I/ 7/8'0 . 3/32' WIND NUT ED I1ei0­W414*SS- M.S. W/ NUT WS'401/3r "INS Mo 1/9*0 x 313r W" W!TO121 OC 3-C ow Immalmom (KVOW) 1 4 0 TAPOOM 0 Or D.C. r O.C. -9= 0 r O.C_ wk. THRIADED Wit STUD) At MCKNOTO (IF PLATE mewom WOOD RATE Or PLATE KA PLATE _. � _ . ja:�� PLATE UWALIATM WALL moumpm INSTAUATM WALL WK A= ALTERMA7NE I WALL Mm 0 PP17AW NUA No - _& _ AM SCALE 3/1r-1* PANEL a twrm NPARNEL SCALE 311r- I' SCALE 3/r. I" SCALE 318-- 1' FLORIDA BUILDING COI I MMA"Tchs Aim ONLY VALID MR BUILDINGS WTH A.S.O. DESIGN LOWS ww" two 20 GAGE "LVANIZE9 UP TO .563, -72.0 PSF AM PAMWS LENGTH UP TO W-r 2 FOR NEW WOW rIM1WE CONSTRILKCTION, WOOD IMEMBERS 70 ME SOUTHERN PIC NO. 2. All SMFC DIONSITY - Or OM OR fOUft_ I* . . % S3 r: _Lj - _1 � 1/4? S& Us W/ 712 ;SVV'IW MR WASHER (017#010)) INSTALLATION DETAILS FOR OPTION jJ2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1 4' IAPCOII ANCHORS 114;TAPCON ANCHORS I 4;TAPCON ANCHORS lj:4*. TAPCON 0000" 4.1 ir Ot. a D.C. oz� 0 9 D.C. POURED CONCItm POURED` POURED CONORM 00 CONCRETE a. Pal"'D INDCR ftQUPXD oft CONCRETE ON cowwm BLOCK REOURED BLOCK REN)UP" , . 1/4- rc vLOcw REQUIRED 1/-V We., f-c 6.0 Loe IL G NIAMALIE ex CLASS CLAM TIS,16; 0~ .eWW`N` _4 CD E.0 ED,* /2" W/ ALS6 W1 WNG MO WASHER �/121`WSIG MO WASHER 3/ 2* W)mG MO 12 Ilr O.C, (BEYOND) WA94ER 0 132 1/2- O.0 (DEVOIRI) _�4. IAPCON ANCHORS TAPOON ANCHONS ; 4 __W4* TAPOON ANCHORS _____r4' t/r ot. - - - ----- ;z.XCON =D.C. 4 11r O.C_ B/ CSIAGGIERED W/ STUD) 4 1/2- O.0 _POUKo CONCRETE POURED CONCRETE POURED CONCRETE OR CONCRETE BLOCK ---KMM COMEA-M OR CONCRETE BLOCK ON CONCRETE BLOCK OR CONCRETE BLOCK REWIRED REOURED REOUNIED REQUAM &TAUATM WAI I NO jtMNQ INMAI I ATION WALL MQUtMNQ IMTAUATMN WALL MQUIMNO RPUAWN SELTM " X 0 RMA&EL 0 u AM 6 REG" PAMU 9 LuT9mimpANIEL SCALE 310--l' SCALE 311r-l- SCALE 318*-1* SCALE 3/5'.1" SEE 04M 10 4 23 FOR &-CHM r,PE a 11!71! SPACINO MR MSzAUU0vm moo sm wom "Was NLKDM w Now woom W4 1 WON" ANCHOR VACIM Mo momw am DIFIANCE AK em"m ON THS 1-- 3 SCHOKAZ AM LO. LESS Two 04=10 ON AAIW I SCHEMAIL REDUCE AWCmOA i mLtWLYM $FACING 94M ON SCHEDULE "a CA ow mom my THE FOLLOWING FACTORS. F_ 1- To K POSSOM fWaLcm WMANS ONW" USM FNCWW SHALL MOT BE LESS THAN WINIMLM SPACKAG. `aA"M IN EACH ANCHOR TYPE ON THA SCHEDULE Ir CODE 1 4 0 O�C. TAPCON & Ir Q.C_ ==THREADED MIN. THREADED AY WOOD AT wow HEADER HEADER 1/2 1/4 1/4* WOOD HEADER WOOD HEADED; Ifin. REOUNIED Bb". OUT CORI. G 1,11-4011 NA 9 Leib's 111:4 F-111MVIAKI]JI ($11mmovilom TwTivi WAFRoMWO ing1wUlic MOW 6=4 tw-loallelom I v m­ PANEL LENGTH ON (SCE NOTE I KIM 3 E 1 0. ;ill 2-W WOW PLATE _?/ro . 3/32' WIND NUI REQUIRED �i N1%SAER 0 It 1/4' O.C. #14-10 PANELk%tE 6 "40.r_ */I ?fe WIN PENETRATION AT Adviiiio Of PLA11 WAU WOUMN INMA"TION &Z 0 REMMMPBAN&FL. SCALE 3/w.,. MM1. *61ALLATIONS ARE ONLY VAU0 FOR BUILDINGS WITH &SD+ DESIGN LOADS UP To +55.5. -72.0 PSF AND PAPOWS LEHM UP TO 8'-8* 2- FOR WW WOO15, FRAME CONISTRIA-TION, WOW MEMBERS TO BE SOUTHERN NNE No 2. W/ SPECIFIC DEIMSTTY OF 0.55 OR EOLAL to am (SEE sommm Ok BMW III) 'L, Mee. PANEL LENGTH (SEE NOW I BELOW) S's, w& Wj 3/32' NUT ED. 2'14' WOW -PLATE 71WO 3/32' WING NUT REOURED I WASHER 0 (BEYOND) O'C W1 f 0 G t/4 ei WIN THREADED PEWTIVITION AT MKIi&H OF PLATE WALL MW MTAj �AM SAFETY PAKIL SCALE 3/8-- 1 - FLORIDA BUILDING CODE fifich INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCREJE OR CONCRETE BLOCK STRUCTURES r,.1APCON MICHORS 1,14* 1APCOW AICHORS O.C, POURED OOMCmr E rE OR CONCRETE 14.11C PwoUm=T01cw REQUIRED REQUIRED M.A EZA EMA w- No Ample 4 ommue, EO 0 LAIAFE PLUS *1 4jio . 0 � srr W%XI NUT WASHM exam CONCRETE OR CONCRETE OLD" RMARto WALL MQVJ�LLATM III REGULAR PANEL vour jX-1, ME SWEET I a, 20 MR MANORS WK a TIME ---�/TtL ­'/". - svow VOR 6orALLCOS INTO WOO11 INNOW RUN ROME SULDIMIL IN, mom vemom go 3 3 Well" Now SPACON me AONKM CODE MUA.= AK &OCANIII ON wo; ON, *xwo momex J b SCNIVALE FOR ED. LM TIAN mawtv W. 31/2 SCH1DUUE RIDUCIF ANCHOR 9100110 In MLLTIPLY" ]FACING smowm ON SOMERALS AMA m mm on"" III THE fOLLMM FACRIM MR THIS OPERATION 10 K POSSIBLE. I== VACM MMM USMO FACION SmALL NOT 2 jtr� WE LOS TWA WOMAN SPACING MICATID I I FIX` FN`M ANCHOR TM a" THIS Soaka 3 vIr _fi4-10-0 PARELMATE PLUS W/ 7/Jrf - 3/3r WNG NUT WASHER (KYOND) -POURED CONCRETE OR CONCRETE KOCK REOL11110 WAU kjQytffW I A I ATION Mm IL URE PANQ SCAI E 3/0--1 - FLORMA 9EMN wm mom Row-mm I E-Z HAJ4C STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.LD.) HAS BM VERIFIED FOR COMPUMINCE IN IL 0) MINIMUM EMBEDMENT OF TAPCOk ANCHORS AND PANELMAII FICIA&LE 0 & PAKELMATE PLU5 INTO CONCRETE ACCORDANCE WITH THE 2020 (Aft EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4- OCSIGN WIND U)AOS SMALL BE DETERMINED AS MR SECTION 1620OF THE ABOVE MENTIONED CODL 9.2) MINIMUM EMOMMD(T OF 1/4-0 X 7/1r CAUK-0 ANCHORS SHALL BE 15 7/r WTO CONCRETE. FOR A wtw SPEED As REQUIRED BY THE AIRISDICTION WHEAE THESE SHUTTERS IMUL BE INSIAILLED Me NO EMBEDMENT Iwo ANY FINISH WATERVA. SHAILL BE PERMITTED, FOR A OWdrMHAUrV FACTOR Kd.0.65. USING ASIDE 7-16 AND SHALL NOT EXCEED THE WARJUM (A.So.) 1/4' 0-20 SS SIDEWALK BOLTS USED 94ALL BE LONG ENOL)GH(SHMO ANY FINISH MATERIAL EXIST) TO IN ON" TO VERIFY THE ABOVE CONDIFION, ULTIMATE MIGN WV40 LOADS DETERMINED PER A= 7-15 94ALL BE FIRST REDUCLM M A&D. DESIGN fto LONDS BY MULTIPLYING THDA BY 0.6 IN ON" To &3) A CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EMTLNG WALL To COMPARE THESE W1 MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 111 24. N"ORS SHALL BE LOW DMG14 TO REACH THE MAIN STRUCTIARIE BEHIND RICH FINCELS. ANCIMA" :N ORM TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TEM WERE NOT OVER STRESSED, A &14 INCREASE SMALL, BE AS M1147041) IN BA) AND 04 8.2). N AU.OWAKE STRW FOR WPM LOADS WAS AM USO IN "" ANALYSIS FASTENERS SPACING TO WOOD HAS KEN DUERMIMM IN ACCORDANCE WITH W.O.S� 2015 (C) ANCHOWS SHAa BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHM'S STORM PAWL'S ADEQLINCY FOR IMPACT AND FATIGUE RESISFAMM HAS BCEk VEWIED ft ACCORDANCE INTH SECTION 1626 or MANUFACTURER . THE ABOVE MENTIONIED CODE AS PER FINASTFULTION TESTING LABORATORY. INC REPORT f 2032. AS PROTOCOLS IAS-201, 11 IT SHALL BE THE RIESPONSIEPUTY OF THE CONTRA" TO VERIFY THE SOUNDNIESS OF THE STRI)CYLIRE 04M SHUTTER TAS-202 AND IAS-203. IS TO BE ATTACHED TO OSURE PROPER ANCHORIAGE. IN* SHUTTER SHALL ONLY BE ATTACHED To coo,� EALOCX 2 INS SYSTEM HAS KEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING INE OPENING FROM THE OR WOOD FRAME BUILDINGS INSIDE W/O THE USE OF A LADDER OR LWT THIS APPLICATION IS VWD WHEN INSTALLATION 5 INTENDED To BE PERFORMED 12. THE INSTALLATION CONTRACTOR is TO SEAL/CAULK ALL SHUTTER COMPOW)IT CODES WHICH REMAIN 00 CONTINUOUS FROM THE INSIDE: OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WNMD/RAVN INTRUSION CAULK AND MAIL. SHILIll'EIR TRACKS ALL AaCUW FULL 3. SERIES 1000 INSTALLATION 15 APPLICABLE To SINGLE AND DOUBLE HUNG STYLE WINDOWS WHM INSTALLATION ra REOUfto fo BE LTNM� PERFORMED FROM THE ASIDE Or STRUCTURE 13 STORM PANEL INSTALLATION 94AU COMPLY WITH SPECS WICATED IN THIS ORNWING PLUS ANY BUILDING AND ZONING 4. SERIES 200D INSTALLATION IS APPU1CA&E 70 SINGUE AND DOUBLE HUNG AND HORIZONTAL SLIOM STYLE WINDOWS WHEN REGULATIONS PROVIDED By THE JURISDICTION W4E1RE PERMIT IS APPLIED TO. INSTALLATION 5 REDUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. PC. E - Z HAND STORM PANEL SYSTEM- is FWW 00cm 5. ALL ALUMINUM EXTRUSIONS TO BE W63-75 ALLOY W TDAPM (UNUESS OTHMISE NOTED) 15.(G) THIS PRODUCT EVA"71ON MEUMENT (P.E-D.) PREPARED BY THIS ENGINEER is GDAM AND DM NOT PROVIDE fi� ALL ALUMINUM SHEET METAL USED AT CLOSURES SWILL HAVE 3105-MI4 ALADY, INFORMAIION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE Snr CONDITIONS OEVWITE FROM THE P.EZ (b) CONTRACTOR 10 BE RESPONSIBLE FOR THE SULDCTIGN. KOCHAM AND NWmjATWN1 MLUDIW, LIFE SAFETY OF I- ALL SIM SHEET METAL PANCUS SPALL HAVE STRUCTURAL QUALITY STEEL ASTM "S3 GRAM SO Min-, GALVANIZED STEEL THIS PRODUCT BASED ON THIS P-E.D. PROVIDED HE/SNE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/Fy- 58.3 kol (AFM ROULED)� THIS DOCUMENT CONSTRUCTION SAFETY AT SITE is THE CONTRACMn RESPONSMM. 8 ALL SCREWS TO BE STAINALM STEEL 304 OR 316 INS SEINES OR CORROSIOk RESISTANT CQ%TU CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL Of CONSIDERED RNAUD W mowim. $0018 */ 50 kbJ YIELD STRENGTH AND 90 b0i TENSILE PROWTH AL SHALL COMPLY W/ FLORIDA BUILDING CODE SEC71ON 2411.3.3-4 (d) SITE SPECIFIC PROJECTS SHVILL BE PREPARED BY A FLORIDA REGSTERM ENGINEER OR ARCKITM WHICH WILL 9. BOLTS TO BE ASTIA A-3117 GALVANIZED STM_ OR AM 304 SERIES STAINLESS STEEL. WITH 36 e. MINIMUM VIELD STRENGTH BECOME THE ENGINEER OF RECORD (F-O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E D. ENGINEER OF RECORD. ACTING AS A DEUGATED 04ONEER TO THE P.E.D. EPIGNMEM. SK%L1 10 ANCHORS TO WAU. SM01L BE AS FOLLOWS: suaw To THIS LATTO Y14E SITE SPECIFIC DRAIMINGS FOR REVIEW (e) TAG P ED. SHAILL BEAR THE DATE AND OR`GPW SEAL AND SIGNATURE OF THE PROFESSIONAL IDNOWER or t/00 TAPCO14 ANCHORS AS MANLIFACTURM BY ITW. &A.M. INC. (MIN. I*c-3112 p.&i) RECORD TN4T PREPARM (I 1 /4* 0 X 7/8' CALK -IN ANCHORS. AS MANLWACIURED BY DEWAIT W_ (MIN. 1.-Xm p,.Q 16. SMRM PANEL MANUFACIVRERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM FARtL IN 014-tO PANDAVIIE FEMALE 10 A PANaMATIE PUS ANICkOft. AS MANILWACTUM By EUCO CONSTRUCTION PRODucTs ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LAEIEL SK4L.L BE PLACED FOR EVERY OPENING (f,­3350 P.o) L40EUNG TO COMPLY WITH SECTION 17094.2 OF THE FLORIDA BUILDING CODE AA) MR4WUM EMBEDMENT OF TAPCON ANCHORS INTO POL%O CONICRETE SKALL BE 1 3/4- AND 2- FOR PAND.MATE FEMALE 10 & PANELMATE PLUS. AZ) MINIMUM EMINEDMIENT OF t/4-0 V 7/8- CALX-IN ANCHORS SK#,LL BE IS 715- INTO CONCRETE. No EMBEDMENT INTO ANY FINISH MOLTERMIL SK46LL BE PERMrTTM 1/4' P-20 SS SIDEWALX BOLTS USIED SHALL BE LONG ENMX;H(SHDULD ANY FINISH MATERIAL EXIST) To ENGAGE 3/4* 0111D ANCHORS. IN CASE THAT PRECAST STONE. PRECAST CONCRETE PAWI.S. OR PAVERS BE VOUNG ON THE DUSTING WALL OR '�GEN FLOOR. ANCHM SHALL BE LONG ENOUGH TO REACH THE NOUN STRUCTURE BEHIND SUCH PANELS. ANCMDRACE SMALL BE AS MENTINM IN A.1) AND IN A-2). 41 (8) 10 EXISTING CONCRETE BL&-, oft, NO. 44167 Ar - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY IT W, BURLOEX. WC S-0 FLORIDA OWLD" CODE (Mgh Velocity Nu am Zone) I rp -0, 20 UGE GALVANEEED STEEL STORM PANEL 1/4 ' 0 X 7/8" CALX-IN ANCHORS, AS MANUFACTURED By OEWALT INC (f.-I 500 p a i,) - #1 4-10 PANEL.MATE rEMAUt 0 AND PAN8jmTr PLUS ANICAM. AS MANUFACTURED BY ELCO CONSTRUCTION or PRODUCTS X�A:Jwkw�, .. __"I. - Pitow" PRWUM. Ut _4 �11_ IL EC0,wc em ILe 6 WRIXT Dow. FL &W. IN, - AKINKIL APN mom "")MO-75A FAA, ")on-Vw 20-175 -pom-� Ae am­- M-1 - WIANNA; ft $KIM A I" ti P.I_ FUS" Lk 0 1 11 OF a cn -cu > 2 CD_ ca. 0 cu (D p S_ o 0 U- L�m I,- cu cu 0 cu 0 ;:ob, E 2 0- Cnu 40- ce. m c U) z z w mi C*4 CL) L.0 C3 CL. - C= V� C= cm LL_ CL_ C=) Z 0, ,j 3c m L cu CL) CE 2 In CS u COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS Y/24 INSTALLATION '-D" FOR SERIES 2000 AND 1000 E-Z HANG STORM (SCAIJE 1/2-1 j_j* sm� V/24 r.'/2;""' (SEE "m 2 MOUNI, r mee 2'/24 le V/24 (m HIRE 3 BELOW) PANELCUINTO POURED CONCRETE OR CONCRETE BLOCK 0 Lw.H FDA CO11KAE7It SOL r CONCRETE ANC.0115 Iq '0w," (m $014mull ON sman a)- M. wo. wk a 2 IUAs an Z __,5.IW (TOTAL WK") 2.250' 600com Awm -9.w nz 4 4 cn 12100- (EFFECTIVE W01H1j- NO ow 30 1/4' -T ---I M , t Irp, 2 T SUM WON, I 3w- Ij PAPER) _500' 7­1 T 11 60 X . %, L. I Num "%*M= Sim EDGE J- AM -633 latem PANEL) FAMI� PANEL) of",eff'o A_ WAIVED ONCE 50 kW*" DETAIL wr HIM 2. S. 4 BOJIM DID PNCL) 4 BUD Nm 4 vR SEE NOW 2, 3, 4 mum 11 1. 1 r-10 ONLY. IIV,7 4 .1 "IMM) t - --- -------- vw-w 44Jr m cu IF W/ - I I I 1 H, 1 1 1 KIM, STORM PANE 2.-70' 40 X L. > 40 % -L' T REWRSFO *tJ* TRACK 11111 11 1 11 11 1 SEE eocuu, RIEVERSM *h' TRACK 0 1 N SEE soem" FAMELMAIT cryp.) FORM. new WE 1043NUE CL SET NOTE 4 9�aDw_ 3i SEPAPAXION SEPANum wzzw_ MR 10 MAIN. M CLAM ON ow m so. c WAY BE soopmroc Five;L's-poo UP co"C" 4404m. $a nor 11 m A. I %h a- W/ NOR" EDOE. SEE AV TO Guam. TooE OR WAO TO HE INSTALLED AT EACH AUNNIT An, ALIMAYS PAZ% TYPICAL ELEVATION FOR 2000 RIAP HANDLE TO FE Typr-AL E E-Z BING RM P IF XTENDEII TO WE INIFEALUED FIM mim of sfmUCTURE. I 4_0 ANEL LM Mis" OF SrRUCTLVW_ E-Z HANG STORM PANE % -1/4"Mu, UP :3 ISOMEIRIC VIEW DETAIL A oocr END UP W/ HEMMED EWE j ROL40M CORNER 0 ENDS OF PANE 'S SECTION 0 SEMON A SAM 2 ow Z \ 7 77 7 Z 7_7 -77"7/ j\_7 \_7 \17 . (N.T.S) NU VW - 11 mmum 006 (1). DMM= OLSENS-IffiDt E - Z HAND STORM PANEX SYSTEM COWJSW OF PAWL L TRACKS AT TOP A PMamAn nus OR is* LONG (rAY BOTTOM W/ PANim"Tts. cu (1). DEFINITICIN _2EMS-M: E - Z HAING STORM PANEL SYSTEM CONSISTING Of PANEX - C-1. TRACKS TOP & BOTTOM. (2)� END PAWLS SHAU ALWAYS WE CONW7 j. EXI NO, BY w to TRACK SMALL BE EAjE 2"x5*Adpx,) ALUM, PAWLMATES OR. MFUSM 0-m (2) 80,=SHAU. ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP 00 C.W I. PAN" IN, Iv PPOIADM AT TOP OF SLJCN PANELS cm) 6061-TS Aburn. ALLOY UK (3), IF END PANELS ARE WNG Pan WALL ANQ INRECT mawam IMT, r 125* TRACK. CONNECTION SHALL CONSIST OF DESCRIBEID 0 worn W7 cn "Z/r TO Nuy OR I/Z"6314" W. THUMBSCREW` WALL hMfmwo 11bw. /A*- le M.S. 'u, vm 7 TI Ay PROVIDED AT TOP OF SUCH PANELS cu I= BOTTOM TIC" OF FASTENERS AT EITHER OF TWO (3). FOR CASES WHEN END PANELS AM USE JOI FLOOR TO C EXTERIOR FLAT rIANGES OF END PANEL 00 PAWLS ARE NOT O0NNW.-Y.v.A�4c&TRA%.TS-TOP BAR SLUM S, a INST, &,1WW34' SCAM 3/11-1* WALE 3/8-1, - -------- PECS 00" ON NOTE (3) AMC IN SUCH CASE. CONNECTION OF PANELS EXISTING SILL ONE INTEVOlit PANEL IL m (4). IN CASE THAT TOM I- A STOP BAN 9".00 OU-11 IRJILE) IfiEdliMQUOTA IS ONLY USED 7 EAST AIDC=�Z BE CONNECTEDCA BOTTOM TRACK (4). M=RXALLA7= WWM DO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ME USING S MAY BE USED JOINTLY W/ TKR%NLCLK �CAT Z TO BOTTOM TRAC VAY OCCUR AT ANY PANEL LOCATION. BOTTOM TRACK TO WALL w a M; No If A. 11 TWO PANELAILAITIES FOLLOWING; i SHOWN ON ELEVATION 4 We 1 .1.4% lk WAKIL.I. row c v 055 (Trp.) (5) SEE SECTION 1'. 3. 4' ON SHM 24. SEE ANCHOR SCHEDULE ON SHEET 25� EDGE DISTANCE. FOR USED At I ft IONIC.. 750' NOT NEED TO BE CONNECTM I v rm WOOLLAT" net � 40 - ,, . 'u Xrw FIRS w SUCH THAT AMMENT PAM" Q LEFT At =3 % - I" OVERLAPS RETAINED BY (2), �J NO. 44167 't NO. 44167 FIMIDA BUILDING CODE (High Valwity Nu me to") FLORIDA BUILDING CODE (High Volochy Nu can* Zone)l 0 :!Atlm T=0uMr#M =CAN BE FLORIDA SUILDING CODE (1419h Velocity mu cans Zone) CoMeM Ix 0200 ft"m PC. rp 7 emna vum m TA Now IF o&". &I. am" Oft" 1w OF 20 GAGE GALVANIZED STEEL SM PANEL j No. 4 16 20 GM GALVANIZED STEEL STORM PANEL 20 WA G&VAMM STEEL PANEL z ORI EIL IVA W W/UAM QUAIL I I w::_ ST OF -QZE GLOUL MTECWN SCALL. Ilr I' vww 00L z STOP BAR OLDM MTECTM PROCILCM, ORE. FROCKIM LW. *F/m/mD mom mmam PRowim LLic. MOO S. a smw OWN, IUI, III SWEET, 4M 11.0. 51 R. JJOI. tbftlto FL 3XI 3*m3'(idoxj ALUM, ANGLE ONAL fl. 30314 0 FAM, ("a -am P.OpL. tio4ow-mm. ra, (WHWNW_eTei 20-176 < I I' LONG NAI 20-176 AN, AN N%1KE 20-176 6063-T5 Alum. AUJDY M-N PE, Wft/mcmnm/wx "'M 6w 00,01131 Aim A`�. P.C. awom ok-Owbrill 000 A. VILLA PL SAINT n or 31 1& 1 0167 L 4 ;,momr.orm; a - SHEET NO. SH 1.21 1 4 0 O�C. TAPCON & Ir Q.C_ ==THREADED MIN. THREADED AY WOOD AT wow HEADER HEADER 1/2 1/4 1/4* WOOD HEADER WOOD HEADED; Ifin. REOUNIED Bb". OUT CORI. G 1,11-4011 NA 9 Leib's 111:4 F-111MVIAKI]JI ($11mmovilom TwTivi WAFRoMWO ing1wUlic MOW 6=4 tw-loallelom I v m­ PANEL LENGTH ON (SCE NOTE I KIM 3 E 1 0. ;ill 2-W WOW PLATE _?/ro . 3/32' WIND NUI REQUIRED �i N1%SAER 0 It 1/4' O.C. #14-10 PANELk%tE 6 "40.r_ */I ?fe WIN PENETRATION AT Adviiiio Of PLA11 WAU WOUMN INMA"TION &Z 0 REMMMPBAN&FL. SCALE 3/w.,. MM1. *61ALLATIONS ARE ONLY VAU0 FOR BUILDINGS WITH &SD+ DESIGN LOADS UP To +55.5. -72.0 PSF AND PAPOWS LEHM UP TO 8'-8* 2- FOR WW WOO15, FRAME CONISTRIA-TION, WOW MEMBERS TO BE SOUTHERN NNE No 2. W/ SPECIFIC DEIMSTTY OF 0.55 OR EOLAL to am (SEE sommm Ok BMW III) 'L, Mee. PANEL LENGTH (SEE NOW I BELOW) S's, w& Wj 3/32' NUT ED. 2'14' WOW -PLATE 71WO 3/32' WING NUT REOURED I WASHER 0 (BEYOND) O'C W1 f 0 G t/4 ei WIN THREADED PEWTIVITION AT MKIi&H OF PLATE WALL MW MTAj �AM SAFETY PAKIL SCALE 3/8-- 1 - FLORIDA BUILDING CODE fifich INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCREJE OR CONCRETE BLOCK STRUCTURES r,.1APCON MICHORS 1,14* 1APCOW AICHORS O.C, POURED OOMCmr E rE OR CONCRETE 14.11C PwoUm=T01cw REQUIRED REQUIRED M.A EZA EMA w- No Ample 4 ommue, EO 0 LAIAFE PLUS *1 4jio . 0 � srr W%XI NUT WASHM exam CONCRETE OR CONCRETE OLD" RMARto WALL MQVJ�LLATM III REGULAR PANEL vour jX-1, ME SWEET I a, 20 MR MANORS WK a TIME ---�/TtL ­'/". - svow VOR 6orALLCOS INTO WOO11 INNOW RUN ROME SULDIMIL IN, mom vemom go 3 3 Well" Now SPACON me AONKM CODE MUA.= AK &OCANIII ON wo; ON, *xwo momex J b SCNIVALE FOR ED. LM TIAN mawtv W. 31/2 SCH1DUUE RIDUCIF ANCHOR 9100110 In MLLTIPLY" ]FACING smowm ON SOMERALS AMA m mm on"" III THE fOLLMM FACRIM MR THIS OPERATION 10 K POSSIBLE. I== VACM MMM USMO FACION SmALL NOT 2 jtr� WE LOS TWA WOMAN SPACING MICATID I I FIX` FN`M ANCHOR TM a" THIS Soaka 3 vIr _fi4-10-0 PARELMATE PLUS W/ 7/Jrf - 3/3r WNG NUT WASHER (KYOND) -POURED CONCRETE OR CONCRETE KOCK REOL11110 WAU kjQytffW I A I ATION Mm IL URE PANQ SCAI E 3/0--1 - FLORMA 9EMN wm mom Row-mm I E-Z HAJ4C STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.LD.) HAS BM VERIFIED FOR COMPUMINCE IN IL 0) MINIMUM EMBEDMENT OF TAPCOk ANCHORS AND PANELMAII FICIA&LE 0 & PAKELMATE PLU5 INTO CONCRETE ACCORDANCE WITH THE 2020 (Aft EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4- OCSIGN WIND U)AOS SMALL BE DETERMINED AS MR SECTION 1620OF THE ABOVE MENTIONED CODL 9.2) MINIMUM EMOMMD(T OF 1/4-0 X 7/1r CAUK-0 ANCHORS SHALL BE 15 7/r WTO CONCRETE. FOR A wtw SPEED As REQUIRED BY THE AIRISDICTION WHEAE THESE SHUTTERS IMUL BE INSIAILLED Me NO EMBEDMENT Iwo ANY FINISH WATERVA. SHAILL BE PERMITTED, FOR A OWdrMHAUrV FACTOR Kd.0.65. USING ASIDE 7-16 AND SHALL NOT EXCEED THE WARJUM (A.So.) 1/4' 0-20 SS SIDEWALK BOLTS USED 94ALL BE LONG ENOL)GH(SHMO ANY FINISH MATERIAL EXIST) TO IN ON" TO VERIFY THE ABOVE CONDIFION, ULTIMATE MIGN WV40 LOADS DETERMINED PER A= 7-15 94ALL BE FIRST REDUCLM M A&D. DESIGN fto LONDS BY MULTIPLYING THDA BY 0.6 IN ON" To &3) A CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EMTLNG WALL To COMPARE THESE W1 MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 111 24. N"ORS SHALL BE LOW DMG14 TO REACH THE MAIN STRUCTIARIE BEHIND RICH FINCELS. ANCIMA" :N ORM TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TEM WERE NOT OVER STRESSED, A &14 INCREASE SMALL, BE AS M1147041) IN BA) AND 04 8.2). N AU.OWAKE STRW FOR WPM LOADS WAS AM USO IN "" ANALYSIS FASTENERS SPACING TO WOOD HAS KEN DUERMIMM IN ACCORDANCE WITH W.O.S� 2015 (C) ANCHOWS SHAa BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHM'S STORM PAWL'S ADEQLINCY FOR IMPACT AND FATIGUE RESISFAMM HAS BCEk VEWIED ft ACCORDANCE INTH SECTION 1626 or MANUFACTURER . THE ABOVE MENTIONIED CODE AS PER FINASTFULTION TESTING LABORATORY. INC REPORT f 2032. AS PROTOCOLS IAS-201, 11 IT SHALL BE THE RIESPONSIEPUTY OF THE CONTRA" TO VERIFY THE SOUNDNIESS OF THE STRI)CYLIRE 04M SHUTTER TAS-202 AND IAS-203. IS TO BE ATTACHED TO OSURE PROPER ANCHORIAGE. IN* SHUTTER SHALL ONLY BE ATTACHED To coo,� EALOCX 2 INS SYSTEM HAS KEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING INE OPENING FROM THE OR WOOD FRAME BUILDINGS INSIDE W/O THE USE OF A LADDER OR LWT THIS APPLICATION IS VWD WHEN INSTALLATION 5 INTENDED To BE PERFORMED 12. THE INSTALLATION CONTRACTOR is TO SEAL/CAULK ALL SHUTTER COMPOW)IT CODES WHICH REMAIN 00 CONTINUOUS FROM THE INSIDE: OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WNMD/RAVN INTRUSION CAULK AND MAIL. SHILIll'EIR TRACKS ALL AaCUW FULL 3. SERIES 1000 INSTALLATION 15 APPLICABLE To SINGLE AND DOUBLE HUNG STYLE WINDOWS WHM INSTALLATION ra REOUfto fo BE LTNM� PERFORMED FROM THE ASIDE Or STRUCTURE 13 STORM PANEL INSTALLATION 94AU COMPLY WITH SPECS WICATED IN THIS ORNWING PLUS ANY BUILDING AND ZONING 4. SERIES 200D INSTALLATION IS APPU1CA&E 70 SINGUE AND DOUBLE HUNG AND HORIZONTAL SLIOM STYLE WINDOWS WHEN REGULATIONS PROVIDED By THE JURISDICTION W4E1RE PERMIT IS APPLIED TO. INSTALLATION 5 REDUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. PC. E - Z HAND STORM PANEL SYSTEM- is FWW 00cm 5. ALL ALUMINUM EXTRUSIONS TO BE W63-75 ALLOY W TDAPM (UNUESS OTHMISE NOTED) 15.(G) THIS PRODUCT EVA"71ON MEUMENT (P.E-D.) PREPARED BY THIS ENGINEER is GDAM AND DM NOT PROVIDE fi� ALL ALUMINUM SHEET METAL USED AT CLOSURES SWILL HAVE 3105-MI4 ALADY, INFORMAIION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE Snr CONDITIONS OEVWITE FROM THE P.EZ (b) CONTRACTOR 10 BE RESPONSIBLE FOR THE SULDCTIGN. KOCHAM AND NWmjATWN1 MLUDIW, LIFE SAFETY OF I- ALL SIM SHEET METAL PANCUS SPALL HAVE STRUCTURAL QUALITY STEEL ASTM "S3 GRAM SO Min-, GALVANIZED STEEL THIS PRODUCT BASED ON THIS P-E.D. PROVIDED HE/SNE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/Fy- 58.3 kol (AFM ROULED)� THIS DOCUMENT CONSTRUCTION SAFETY AT SITE is THE CONTRACMn RESPONSMM. 8 ALL SCREWS TO BE STAINALM STEEL 304 OR 316 INS SEINES OR CORROSIOk RESISTANT CQ%TU CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL Of CONSIDERED RNAUD W mowim. $0018 */ 50 kbJ YIELD STRENGTH AND 90 b0i TENSILE PROWTH AL SHALL COMPLY W/ FLORIDA BUILDING CODE SEC71ON 2411.3.3-4 (d) SITE SPECIFIC PROJECTS SHVILL BE PREPARED BY A FLORIDA REGSTERM ENGINEER OR ARCKITM WHICH WILL 9. BOLTS TO BE ASTIA A-3117 GALVANIZED STM_ OR AM 304 SERIES STAINLESS STEEL. WITH 36 e. MINIMUM VIELD STRENGTH BECOME THE ENGINEER OF RECORD (F-O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E D. ENGINEER OF RECORD. ACTING AS A DEUGATED 04ONEER TO THE P.E.D. EPIGNMEM. SK%L1 10 ANCHORS TO WAU. SM01L BE AS FOLLOWS: suaw To THIS LATTO Y14E SITE SPECIFIC DRAIMINGS FOR REVIEW (e) TAG P ED. SHAILL BEAR THE DATE AND OR`GPW SEAL AND SIGNATURE OF THE PROFESSIONAL IDNOWER or t/00 TAPCO14 ANCHORS AS MANLIFACTURM BY ITW. &A.M. INC. (MIN. I*c-3112 p.&i) RECORD TN4T PREPARM (I 1 /4* 0 X 7/8' CALK -IN ANCHORS. AS MANLWACIURED BY DEWAIT W_ (MIN. 1.-Xm p,.Q 16. SMRM PANEL MANUFACIVRERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM FARtL IN 014-tO PANDAVIIE FEMALE 10 A PANaMATIE PUS ANICkOft. AS MANILWACTUM By EUCO CONSTRUCTION PRODucTs ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LAEIEL SK4L.L BE PLACED FOR EVERY OPENING (f,­3350 P.o) L40EUNG TO COMPLY WITH SECTION 17094.2 OF THE FLORIDA BUILDING CODE AA) MR4WUM EMBEDMENT OF TAPCON ANCHORS INTO POL%O CONICRETE SKALL BE 1 3/4- AND 2- FOR PAND.MATE FEMALE 10 & PANELMATE PLUS. AZ) MINIMUM EMINEDMIENT OF t/4-0 V 7/8- CALX-IN ANCHORS SK#,LL BE IS 715- INTO CONCRETE. No EMBEDMENT INTO ANY FINISH MOLTERMIL SK46LL BE PERMrTTM 1/4' P-20 SS SIDEWALX BOLTS USIED SHALL BE LONG ENMX;H(SHDULD ANY FINISH MATERIAL EXIST) To ENGAGE 3/4* 0111D ANCHORS. IN CASE THAT PRECAST STONE. PRECAST CONCRETE PAWI.S. OR PAVERS BE VOUNG ON THE DUSTING WALL OR '�GEN FLOOR. ANCHM SHALL BE LONG ENOUGH TO REACH THE NOUN STRUCTURE BEHIND SUCH PANELS. ANCMDRACE SMALL BE AS MENTINM IN A.1) AND IN A-2). 41 (8) 10 EXISTING CONCRETE BL&-, oft, NO. 44167 Ar - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY IT W, BURLOEX. WC S-0 FLORIDA OWLD" CODE (Mgh Velocity Nu am Zone) I rp -0, 20 UGE GALVANEEED STEEL STORM PANEL 1/4 ' 0 X 7/8" CALX-IN ANCHORS, AS MANUFACTURED By OEWALT INC (f.-I 500 p a i,) - #1 4-10 PANEL.MATE rEMAUt 0 AND PAN8jmTr PLUS ANICAM. AS MANUFACTURED BY ELCO CONSTRUCTION or PRODUCTS X�A:Jwkw�, .. __"I. - Pitow" PRWUM. Ut _4 �11_ IL EC0,wc em ILe 6 WRIXT Dow. FL &W. IN, - AKINKIL APN mom "")MO-75A FAA, ")on-Vw 20-175 -pom-� Ae am­- M-1 - WIANNA; ft $KIM A I" ti P.I_ FUS" Lk 0 1 11 OF a cn -cu > 2 CD_ ca. 0 cu (D p S_ o 0 U- L�m I,- cu cu 0 cu 0 ;:ob, E 2 0- Cnu 40- ce. m c U) z z w mi C*4 CL) L.0 C3 CL. - C= V� C= cm LL_ CL_ C=) Z 0, ,j 3c m L cu CL) CE 2 In CS u COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS Y/24 INSTALLATION '-D" FOR SERIES 2000 AND 1000 E-Z HANG STORM (SCAIJE 1/2-1 j_j* sm� V/24 r.'/2;""' (SEE "m 2 MOUNI, r mee 2'/24 le V/24 (m HIRE 3 BELOW) PANELCUINTO POURED CONCRETE OR CONCRETE BLOCK 0 Lw.H FDA CO11KAE7It SOL r CONCRETE ANC.0115 Iq '0w," (m $014mull ON sman a)- M. wo. wk a 2 IUAs an Z __,5.IW (TOTAL WK") 2.250' 600com Awm -9.w nz 4 4 cn 12100- (EFFECTIVE W01H1j- NO ow 30 1/4' -T ---I M , t Irp, 2 T SUM WON, I 3w- Ij PAPER) _500' 7­1 T 11 60 X . %, L. I Num "%*M= Sim EDGE J- AM -633 latem PANEL) FAMI� PANEL) of",eff'o A_ WAIVED ONCE 50 kW*" DETAIL wr HIM 2. S. 4 BOJIM DID PNCL) 4 BUD Nm 4 vR SEE NOW 2, 3, 4 mum 11 1. 1 r-10 ONLY. IIV,7 4 .1 "IMM) t - --- -------- vw-w 44Jr m cu IF W/ - I I I 1 H, 1 1 1 KIM, STORM PANE 2.-70' 40 X L. > 40 % -L' T REWRSFO *tJ* TRACK 11111 11 1 11 11 1 SEE eocuu, RIEVERSM *h' TRACK 0 1 N SEE soem" FAMELMAIT cryp.) FORM. new WE 1043NUE CL SET NOTE 4 9�aDw_ 3i SEPAPAXION SEPANum wzzw_ MR 10 MAIN. M CLAM ON ow m so. c WAY BE soopmroc Five;L's-poo UP co"C" 4404m. $a nor 11 m A. I %h a- W/ NOR" EDOE. SEE AV TO Guam. TooE OR WAO TO HE INSTALLED AT EACH AUNNIT An, ALIMAYS PAZ% TYPICAL ELEVATION FOR 2000 RIAP HANDLE TO FE Typr-AL E E-Z BING RM P IF XTENDEII TO WE INIFEALUED FIM mim of sfmUCTURE. I 4_0 ANEL LM Mis" OF SrRUCTLVW_ E-Z HANG STORM PANE % -1/4"Mu, UP :3 ISOMEIRIC VIEW DETAIL A oocr END UP W/ HEMMED EWE j ROL40M CORNER 0 ENDS OF PANE 'S SECTION 0 SEMON A SAM 2 ow Z \ 7 77 7 Z 7_7 -77"7/ j\_7 \_7 \17 . (N.T.S) NU VW - 11 mmum 006 (1). DMM= OLSENS-IffiDt E - Z HAND STORM PANEX SYSTEM COWJSW OF PAWL L TRACKS AT TOP A PMamAn nus OR is* LONG (rAY BOTTOM W/ PANim"Tts. cu (1). DEFINITICIN _2EMS-M: E - Z HAING STORM PANEL SYSTEM CONSISTING Of PANEX - C-1. TRACKS TOP & BOTTOM. (2)� END PAWLS SHAU ALWAYS WE CONW7 j. EXI NO, BY w to TRACK SMALL BE EAjE 2"x5*Adpx,) ALUM, PAWLMATES OR. MFUSM 0-m (2) 80,=SHAU. ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP 00 C.W I. PAN" IN, Iv PPOIADM AT TOP OF SLJCN PANELS cm) 6061-TS Aburn. ALLOY UK (3), IF END PANELS ARE WNG Pan WALL ANQ INRECT mawam IMT, r 125* TRACK. CONNECTION SHALL CONSIST OF DESCRIBEID 0 worn W7 cn "Z/r TO Nuy OR I/Z"6314" W. THUMBSCREW` WALL hMfmwo 11bw. /A*- le M.S. 'u, vm 7 TI Ay PROVIDED AT TOP OF SUCH PANELS cu I= BOTTOM TIC" OF FASTENERS AT EITHER OF TWO (3). FOR CASES WHEN END PANELS AM USE JOI FLOOR TO C EXTERIOR FLAT rIANGES OF END PANEL 00 PAWLS ARE NOT O0NNW.-Y.v.A�4c&TRA%.TS-TOP BAR SLUM S, a INST, &,1WW34' SCAM 3/11-1* WALE 3/8-1, - -------- PECS 00" ON NOTE (3) AMC IN SUCH CASE. CONNECTION OF PANELS EXISTING SILL ONE INTEVOlit PANEL IL m (4). IN CASE THAT TOM I- A STOP BAN 9".00 OU-11 IRJILE) IfiEdliMQUOTA IS ONLY USED 7 EAST AIDC=�Z BE CONNECTEDCA BOTTOM TRACK (4). M=RXALLA7= WWM DO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ME USING S MAY BE USED JOINTLY W/ TKR%NLCLK �CAT Z TO BOTTOM TRAC VAY OCCUR AT ANY PANEL LOCATION. BOTTOM TRACK TO WALL w a M; No If A. 11 TWO PANELAILAITIES FOLLOWING; i SHOWN ON ELEVATION 4 We 1 .1.4% lk WAKIL.I. row c v 055 (Trp.) (5) SEE SECTION 1'. 3. 4' ON SHM 24. SEE ANCHOR SCHEDULE ON SHEET 25� EDGE DISTANCE. FOR USED At I ft IONIC.. 750' NOT NEED TO BE CONNECTM I v rm WOOLLAT" net � 40 - ,, . 'u Xrw FIRS w SUCH THAT AMMENT PAM" Q LEFT At =3 % - I" OVERLAPS RETAINED BY (2), �J NO. 44167 't NO. 44167 FIMIDA BUILDING CODE (High Valwity Nu me to") FLORIDA BUILDING CODE (High Volochy Nu can* Zone)l 0 :!Atlm T=0uMr#M =CAN BE FLORIDA SUILDING CODE (1419h Velocity mu cans Zone) CoMeM Ix 0200 ft"m PC. rp 7 emna vum m TA Now IF o&". &I. am" Oft" 1w OF 20 GAGE GALVANIZED STEEL SM PANEL j No. 4 16 20 GM GALVANIZED STEEL STORM PANEL 20 WA G&VAMM STEEL PANEL z ORI EIL IVA W W/UAM QUAIL I I w::_ ST OF -QZE GLOUL MTECWN SCALL. Ilr I' vww 00L z STOP BAR OLDM MTECTM PROCILCM, ORE. FROCKIM LW. *F/m/mD mom mmam PRowim LLic. MOO S. a smw OWN, IUI, III SWEET, 4M 11.0. 51 R. JJOI. tbftlto FL 3XI 3*m3'(idoxj ALUM, ANGLE ONAL fl. 30314 0 FAM, ("a -am P.OpL. tio4ow-mm. ra, (WHWNW_eTei 20-176 < I I' LONG NAI 20-176 AN, AN N%1KE 20-176 6063-T5 Alum. AUJDY M-N PE, Wft/mcmnm/wx "'M 6w 00,01131 Aim A`�. P.C. awom ok-Owbrill 000 A. VILLA PL SAINT n or 31 1& 1 0167 L 4 ;,momr.orm; a - SHEET NO. SH 1.21 E 1 0. ;ill 2-W WOW PLATE _?/ro . 3/32' WIND NUI REQUIRED �i N1%SAER 0 It 1/4' O.C. #14-10 PANELk%tE 6 "40.r_ */I ?fe WIN PENETRATION AT Adviiiio Of PLA11 WAU WOUMN INMA"TION &Z 0 REMMMPBAN&FL. SCALE 3/w.,. MM1. *61ALLATIONS ARE ONLY VAU0 FOR BUILDINGS WITH &SD+ DESIGN LOADS UP To +55.5. -72.0 PSF AND PAPOWS LEHM UP TO 8'-8* 2- FOR WW WOO15, FRAME CONISTRIA-TION, WOW MEMBERS TO BE SOUTHERN NNE No 2. W/ SPECIFIC DEIMSTTY OF 0.55 OR EOLAL to am (SEE sommm Ok BMW III) 'L, Mee. PANEL LENGTH (SEE NOW I BELOW) S's, w& Wj 3/32' NUT ED. 2'14' WOW -PLATE 71WO 3/32' WING NUT REOURED I WASHER 0 (BEYOND) O'C W1 f 0 G t/4 ei WIN THREADED PEWTIVITION AT MKIi&H OF PLATE WALL MW MTAj �AM SAFETY PAKIL SCALE 3/8-- 1 - FLORIDA BUILDING CODE fifich INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCREJE OR CONCRETE BLOCK STRUCTURES r,.1APCON MICHORS 1,14* 1APCOW AICHORS O.C, POURED OOMCmr E rE OR CONCRETE 14.11C PwoUm=T01cw REQUIRED REQUIRED M.A EZA EMA w- No Ample 4 ommue, EO 0 LAIAFE PLUS *1 4jio . 0 � srr W%XI NUT WASHM exam CONCRETE OR CONCRETE OLD" RMARto WALL MQVJ�LLATM III REGULAR PANEL vour jX-1, ME SWEET I a, 20 MR MANORS WK a TIME ---�/TtL ­'/". - svow VOR 6orALLCOS INTO WOO11 INNOW RUN ROME SULDIMIL IN, mom vemom go 3 3 Well" Now SPACON me AONKM CODE MUA.= AK &OCANIII ON wo; ON, *xwo momex J b SCNIVALE FOR ED. LM TIAN mawtv W. 31/2 SCH1DUUE RIDUCIF ANCHOR 9100110 In MLLTIPLY" ]FACING smowm ON SOMERALS AMA m mm on"" III THE fOLLMM FACRIM MR THIS OPERATION 10 K POSSIBLE. I== VACM MMM USMO FACION SmALL NOT 2 jtr� WE LOS TWA WOMAN SPACING MICATID I I FIX` FN`M ANCHOR TM a" THIS Soaka 3 vIr _fi4-10-0 PARELMATE PLUS W/ 7/Jrf - 3/3r WNG NUT WASHER (KYOND) -POURED CONCRETE OR CONCRETE KOCK REOL11110 WAU kjQytffW I A I ATION Mm IL URE PANQ SCAI E 3/0--1 - FLORMA 9EMN wm mom Row-mm I E-Z HAJ4C STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.LD.) HAS BM VERIFIED FOR COMPUMINCE IN IL 0) MINIMUM EMBEDMENT OF TAPCOk ANCHORS AND PANELMAII FICIA&LE 0 & PAKELMATE PLU5 INTO CONCRETE ACCORDANCE WITH THE 2020 (Aft EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4- OCSIGN WIND U)AOS SMALL BE DETERMINED AS MR SECTION 1620OF THE ABOVE MENTIONED CODL 9.2) MINIMUM EMOMMD(T OF 1/4-0 X 7/1r CAUK-0 ANCHORS SHALL BE 15 7/r WTO CONCRETE. FOR A wtw SPEED As REQUIRED BY THE AIRISDICTION WHEAE THESE SHUTTERS IMUL BE INSIAILLED Me NO EMBEDMENT Iwo ANY FINISH WATERVA. SHAILL BE PERMITTED, FOR A OWdrMHAUrV FACTOR Kd.0.65. USING ASIDE 7-16 AND SHALL NOT EXCEED THE WARJUM (A.So.) 1/4' 0-20 SS SIDEWALK BOLTS USED 94ALL BE LONG ENOL)GH(SHMO ANY FINISH MATERIAL EXIST) TO IN ON" TO VERIFY THE ABOVE CONDIFION, ULTIMATE MIGN WV40 LOADS DETERMINED PER A= 7-15 94ALL BE FIRST REDUCLM M A&D. DESIGN fto LONDS BY MULTIPLYING THDA BY 0.6 IN ON" To &3) A CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EMTLNG WALL To COMPARE THESE W1 MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 111 24. N"ORS SHALL BE LOW DMG14 TO REACH THE MAIN STRUCTIARIE BEHIND RICH FINCELS. ANCIMA" :N ORM TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TEM WERE NOT OVER STRESSED, A &14 INCREASE SMALL, BE AS M1147041) IN BA) AND 04 8.2). N AU.OWAKE STRW FOR WPM LOADS WAS AM USO IN "" ANALYSIS FASTENERS SPACING TO WOOD HAS KEN DUERMIMM IN ACCORDANCE WITH W.O.S� 2015 (C) ANCHOWS SHAa BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHM'S STORM PAWL'S ADEQLINCY FOR IMPACT AND FATIGUE RESISFAMM HAS BCEk VEWIED ft ACCORDANCE INTH SECTION 1626 or MANUFACTURER . THE ABOVE MENTIONIED CODE AS PER FINASTFULTION TESTING LABORATORY. INC REPORT f 2032. AS PROTOCOLS IAS-201, 11 IT SHALL BE THE RIESPONSIEPUTY OF THE CONTRA" TO VERIFY THE SOUNDNIESS OF THE STRI)CYLIRE 04M SHUTTER TAS-202 AND IAS-203. IS TO BE ATTACHED TO OSURE PROPER ANCHORIAGE. IN* SHUTTER SHALL ONLY BE ATTACHED To coo,� EALOCX 2 INS SYSTEM HAS KEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING INE OPENING FROM THE OR WOOD FRAME BUILDINGS INSIDE W/O THE USE OF A LADDER OR LWT THIS APPLICATION IS VWD WHEN INSTALLATION 5 INTENDED To BE PERFORMED 12. THE INSTALLATION CONTRACTOR is TO SEAL/CAULK ALL SHUTTER COMPOW)IT CODES WHICH REMAIN 00 CONTINUOUS FROM THE INSIDE: OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WNMD/RAVN INTRUSION CAULK AND MAIL. SHILIll'EIR TRACKS ALL AaCUW FULL 3. SERIES 1000 INSTALLATION 15 APPLICABLE To SINGLE AND DOUBLE HUNG STYLE WINDOWS WHM INSTALLATION ra REOUfto fo BE LTNM� PERFORMED FROM THE ASIDE Or STRUCTURE 13 STORM PANEL INSTALLATION 94AU COMPLY WITH SPECS WICATED IN THIS ORNWING PLUS ANY BUILDING AND ZONING 4. SERIES 200D INSTALLATION IS APPU1CA&E 70 SINGUE AND DOUBLE HUNG AND HORIZONTAL SLIOM STYLE WINDOWS WHEN REGULATIONS PROVIDED By THE JURISDICTION W4E1RE PERMIT IS APPLIED TO. INSTALLATION 5 REDUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. PC. E - Z HAND STORM PANEL SYSTEM- is FWW 00cm 5. ALL ALUMINUM EXTRUSIONS TO BE W63-75 ALLOY W TDAPM (UNUESS OTHMISE NOTED) 15.(G) THIS PRODUCT EVA"71ON MEUMENT (P.E-D.) PREPARED BY THIS ENGINEER is GDAM AND DM NOT PROVIDE fi� ALL ALUMINUM SHEET METAL USED AT CLOSURES SWILL HAVE 3105-MI4 ALADY, INFORMAIION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE Snr CONDITIONS OEVWITE FROM THE P.EZ (b) CONTRACTOR 10 BE RESPONSIBLE FOR THE SULDCTIGN. KOCHAM AND NWmjATWN1 MLUDIW, LIFE SAFETY OF I- ALL SIM SHEET METAL PANCUS SPALL HAVE STRUCTURAL QUALITY STEEL ASTM "S3 GRAM SO Min-, GALVANIZED STEEL THIS PRODUCT BASED ON THIS P-E.D. PROVIDED HE/SNE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/Fy- 58.3 kol (AFM ROULED)� THIS DOCUMENT CONSTRUCTION SAFETY AT SITE is THE CONTRACMn RESPONSMM. 8 ALL SCREWS TO BE STAINALM STEEL 304 OR 316 INS SEINES OR CORROSIOk RESISTANT CQ%TU CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL Of CONSIDERED RNAUD W mowim. $0018 */ 50 kbJ YIELD STRENGTH AND 90 b0i TENSILE PROWTH AL SHALL COMPLY W/ FLORIDA BUILDING CODE SEC71ON 2411.3.3-4 (d) SITE SPECIFIC PROJECTS SHVILL BE PREPARED BY A FLORIDA REGSTERM ENGINEER OR ARCKITM WHICH WILL 9. BOLTS TO BE ASTIA A-3117 GALVANIZED STM_ OR AM 304 SERIES STAINLESS STEEL. WITH 36 e. MINIMUM VIELD STRENGTH BECOME THE ENGINEER OF RECORD (F-O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E D. ENGINEER OF RECORD. ACTING AS A DEUGATED 04ONEER TO THE P.E.D. EPIGNMEM. SK%L1 10 ANCHORS TO WAU. SM01L BE AS FOLLOWS: suaw To THIS LATTO Y14E SITE SPECIFIC DRAIMINGS FOR REVIEW (e) TAG P ED. SHAILL BEAR THE DATE AND OR`GPW SEAL AND SIGNATURE OF THE PROFESSIONAL IDNOWER or t/00 TAPCO14 ANCHORS AS MANLIFACTURM BY ITW. &A.M. INC. (MIN. I*c-3112 p.&i) RECORD TN4T PREPARM (I 1 /4* 0 X 7/8' CALK -IN ANCHORS. AS MANLWACIURED BY DEWAIT W_ (MIN. 1.-Xm p,.Q 16. SMRM PANEL MANUFACIVRERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM FARtL IN 014-tO PANDAVIIE FEMALE 10 A PANaMATIE PUS ANICkOft. AS MANILWACTUM By EUCO CONSTRUCTION PRODucTs ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LAEIEL SK4L.L BE PLACED FOR EVERY OPENING (f,­3350 P.o) L40EUNG TO COMPLY WITH SECTION 17094.2 OF THE FLORIDA BUILDING CODE AA) MR4WUM EMBEDMENT OF TAPCON ANCHORS INTO POL%O CONICRETE SKALL BE 1 3/4- AND 2- FOR PAND.MATE FEMALE 10 & PANELMATE PLUS. AZ) MINIMUM EMINEDMIENT OF t/4-0 V 7/8- CALX-IN ANCHORS SK#,LL BE IS 715- INTO CONCRETE. No EMBEDMENT INTO ANY FINISH MOLTERMIL SK46LL BE PERMrTTM 1/4' P-20 SS SIDEWALX BOLTS USIED SHALL BE LONG ENMX;H(SHDULD ANY FINISH MATERIAL EXIST) To ENGAGE 3/4* 0111D ANCHORS. IN CASE THAT PRECAST STONE. PRECAST CONCRETE PAWI.S. OR PAVERS BE VOUNG ON THE DUSTING WALL OR '�GEN FLOOR. ANCHM SHALL BE LONG ENOUGH TO REACH THE NOUN STRUCTURE BEHIND SUCH PANELS. ANCMDRACE SMALL BE AS MENTINM IN A.1) AND IN A-2). 41 (8) 10 EXISTING CONCRETE BL&-, oft, NO. 44167 Ar - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY IT W, BURLOEX. WC S-0 FLORIDA OWLD" CODE (Mgh Velocity Nu am Zone) I rp -0, 20 UGE GALVANEEED STEEL STORM PANEL 1/4 ' 0 X 7/8" CALX-IN ANCHORS, AS MANUFACTURED By OEWALT INC (f.-I 500 p a i,) - #1 4-10 PANEL.MATE rEMAUt 0 AND PAN8jmTr PLUS ANICAM. AS MANUFACTURED BY ELCO CONSTRUCTION or PRODUCTS X�A:Jwkw�, .. __"I. - Pitow" PRWUM. Ut _4 �11_ IL EC0,wc em ILe 6 WRIXT Dow. FL &W. IN, - AKINKIL APN mom "")MO-75A FAA, ")on-Vw 20-175 -pom-� Ae am­- M-1 - WIANNA; ft $KIM A I" ti P.I_ FUS" Lk 0 1 11 OF a cn -cu > 2 CD_ ca. 0 cu (D p S_ o 0 U- L�m I,- cu cu 0 cu 0 ;:ob, E 2 0- Cnu 40- ce. m c U) z z w mi C*4 CL) L.0 C3 CL. - C= V� C= cm LL_ CL_ C=) Z 0, ,j 3c m L cu CL) CE 2 In CS u COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS Y/24 INSTALLATION '-D" FOR SERIES 2000 AND 1000 E-Z HANG STORM (SCAIJE 1/2-1 j_j* sm� V/24 r.'/2;""' (SEE "m 2 MOUNI, r mee 2'/24 le V/24 (m HIRE 3 BELOW) PANELCUINTO POURED CONCRETE OR CONCRETE BLOCK 0 Lw.H FDA CO11KAE7It SOL r CONCRETE ANC.0115 Iq '0w," (m $014mull ON sman a)- M. wo. wk a 2 IUAs an Z __,5.IW (TOTAL WK") 2.250' 600com Awm -9.w nz 4 4 cn 12100- (EFFECTIVE W01H1j- NO ow 30 1/4' -T ---I M , t Irp, 2 T SUM WON, I 3w- Ij PAPER) _500' 7­1 T 11 60 X . %, L. I Num "%*M= Sim EDGE J- AM -633 latem PANEL) FAMI� PANEL) of",eff'o A_ WAIVED ONCE 50 kW*" DETAIL wr HIM 2. S. 4 BOJIM DID PNCL) 4 BUD Nm 4 vR SEE NOW 2, 3, 4 mum 11 1. 1 r-10 ONLY. IIV,7 4 .1 "IMM) t - --- -------- vw-w 44Jr m cu IF W/ - I I I 1 H, 1 1 1 KIM, STORM PANE 2.-70' 40 X L. > 40 % -L' T REWRSFO *tJ* TRACK 11111 11 1 11 11 1 SEE eocuu, RIEVERSM *h' TRACK 0 1 N SEE soem" FAMELMAIT cryp.) FORM. new WE 1043NUE CL SET NOTE 4 9�aDw_ 3i SEPAPAXION SEPANum wzzw_ MR 10 MAIN. M CLAM ON ow m so. c WAY BE soopmroc Five;L's-poo UP co"C" 4404m. $a nor 11 m A. I %h a- W/ NOR" EDOE. SEE AV TO Guam. TooE OR WAO TO HE INSTALLED AT EACH AUNNIT An, ALIMAYS PAZ% TYPICAL ELEVATION FOR 2000 RIAP HANDLE TO FE Typr-AL E E-Z BING RM P IF XTENDEII TO WE INIFEALUED FIM mim of sfmUCTURE. I 4_0 ANEL LM Mis" OF SrRUCTLVW_ E-Z HANG STORM PANE % -1/4"Mu, UP :3 ISOMEIRIC VIEW DETAIL A oocr END UP W/ HEMMED EWE j ROL40M CORNER 0 ENDS OF PANE 'S SECTION 0 SEMON A SAM 2 ow Z \ 7 77 7 Z 7_7 -77"7/ j\_7 \_7 \17 . (N.T.S) NU VW - 11 mmum 006 (1). DMM= OLSENS-IffiDt E - Z HAND STORM PANEX SYSTEM COWJSW OF PAWL L TRACKS AT TOP A PMamAn nus OR is* LONG (rAY BOTTOM W/ PANim"Tts. cu (1). DEFINITICIN _2EMS-M: E - Z HAING STORM PANEL SYSTEM CONSISTING Of PANEX - C-1. TRACKS TOP & BOTTOM. (2)� END PAWLS SHAU ALWAYS WE CONW7 j. EXI NO, BY w to TRACK SMALL BE EAjE 2"x5*Adpx,) ALUM, PAWLMATES OR. MFUSM 0-m (2) 80,=SHAU. ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP 00 C.W I. PAN" IN, Iv PPOIADM AT TOP OF SLJCN PANELS cm) 6061-TS Aburn. ALLOY UK (3), IF END PANELS ARE WNG Pan WALL ANQ INRECT mawam IMT, r 125* TRACK. CONNECTION SHALL CONSIST OF DESCRIBEID 0 worn W7 cn "Z/r TO Nuy OR I/Z"6314" W. THUMBSCREW` WALL hMfmwo 11bw. /A*- le M.S. 'u, vm 7 TI Ay PROVIDED AT TOP OF SUCH PANELS cu I= BOTTOM TIC" OF FASTENERS AT EITHER OF TWO (3). FOR CASES WHEN END PANELS AM USE JOI FLOOR TO C EXTERIOR FLAT rIANGES OF END PANEL 00 PAWLS ARE NOT O0NNW.-Y.v.A�4c&TRA%.TS-TOP BAR SLUM S, a INST, &,1WW34' SCAM 3/11-1* WALE 3/8-1, - -------- PECS 00" ON NOTE (3) AMC IN SUCH CASE. CONNECTION OF PANELS EXISTING SILL ONE INTEVOlit PANEL IL m (4). IN CASE THAT TOM I- A STOP BAN 9".00 OU-11 IRJILE) IfiEdliMQUOTA IS ONLY USED 7 EAST AIDC=�Z BE CONNECTEDCA BOTTOM TRACK (4). M=RXALLA7= WWM DO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ME USING S MAY BE USED JOINTLY W/ TKR%NLCLK �CAT Z TO BOTTOM TRAC VAY OCCUR AT ANY PANEL LOCATION. BOTTOM TRACK TO WALL w a M; No If A. 11 TWO PANELAILAITIES FOLLOWING; i SHOWN ON ELEVATION 4 We 1 .1.4% lk WAKIL.I. row c v 055 (Trp.) (5) SEE SECTION 1'. 3. 4' ON SHM 24. SEE ANCHOR SCHEDULE ON SHEET 25� EDGE DISTANCE. FOR USED At I ft IONIC.. 750' NOT NEED TO BE CONNECTM I v rm WOOLLAT" net � 40 - ,, . 'u Xrw FIRS w SUCH THAT AMMENT PAM" Q LEFT At =3 % - I" OVERLAPS RETAINED BY (2), �J NO. 44167 't NO. 44167 FIMIDA BUILDING CODE (High Valwity Nu me to") FLORIDA BUILDING CODE (High Volochy Nu can* Zone)l 0 :!Atlm T=0uMr#M =CAN BE FLORIDA SUILDING CODE (1419h Velocity mu cans Zone) CoMeM Ix 0200 ft"m PC. rp 7 emna vum m TA Now IF o&". &I. am" Oft" 1w OF 20 GAGE GALVANIZED STEEL SM PANEL j No. 4 16 20 GM GALVANIZED STEEL STORM PANEL 20 WA G&VAMM STEEL PANEL z ORI EIL IVA W W/UAM QUAIL I I w::_ ST OF -QZE GLOUL MTECWN SCALL. Ilr I' vww 00L z STOP BAR OLDM MTECTM PROCILCM, ORE. FROCKIM LW. *F/m/mD mom mmam PRowim LLic. MOO S. a smw OWN, IUI, III SWEET, 4M 11.0. 51 R. JJOI. tbftlto FL 3XI 3*m3'(idoxj ALUM, ANGLE ONAL fl. 30314 0 FAM, ("a -am P.OpL. tio4ow-mm. ra, (WHWNW_eTei 20-176 < I I' LONG NAI 20-176 AN, AN N%1KE 20-176 6063-T5 Alum. AUJDY M-N PE, Wft/mcmnm/wx "'M 6w 00,01131 Aim A`�. P.C. awom ok-Owbrill 000 A. VILLA PL SAINT n or 31 1& 1 0167 L 4 ;,momr.orm; a - SHEET NO. SH 1.21 to am (SEE sommm Ok BMW III) 'L, Mee. PANEL LENGTH (SEE NOW I BELOW) S's, w& Wj 3/32' NUT ED. 2'14' WOW -PLATE 71WO 3/32' WING NUT REOURED I WASHER 0 (BEYOND) O'C W1 f 0 G t/4 ei WIN THREADED PEWTIVITION AT MKIi&H OF PLATE WALL MW MTAj �AM SAFETY PAKIL SCALE 3/8-- 1 - FLORIDA BUILDING CODE fifich INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCREJE OR CONCRETE BLOCK STRUCTURES r,.1APCON MICHORS 1,14* 1APCOW AICHORS O.C, POURED OOMCmr E rE OR CONCRETE 14.11C PwoUm=T01cw REQUIRED REQUIRED M.A EZA EMA w- No Ample 4 ommue, EO 0 LAIAFE PLUS *1 4jio . 0 � srr W%XI NUT WASHM exam CONCRETE OR CONCRETE OLD" RMARto WALL MQVJ�LLATM III REGULAR PANEL vour jX-1, ME SWEET I a, 20 MR MANORS WK a TIME ---�/TtL ­'/". - svow VOR 6orALLCOS INTO WOO11 INNOW RUN ROME SULDIMIL IN, mom vemom go 3 3 Well" Now SPACON me AONKM CODE MUA.= AK &OCANIII ON wo; ON, *xwo momex J b SCNIVALE FOR ED. LM TIAN mawtv W. 31/2 SCH1DUUE RIDUCIF ANCHOR 9100110 In MLLTIPLY" ]FACING smowm ON SOMERALS AMA m mm on"" III THE fOLLMM FACRIM MR THIS OPERATION 10 K POSSIBLE. I== VACM MMM USMO FACION SmALL NOT 2 jtr� WE LOS TWA WOMAN SPACING MICATID I I FIX` FN`M ANCHOR TM a" THIS Soaka 3 vIr _fi4-10-0 PARELMATE PLUS W/ 7/Jrf - 3/3r WNG NUT WASHER (KYOND) -POURED CONCRETE OR CONCRETE KOCK REOL11110 WAU kjQytffW I A I ATION Mm IL URE PANQ SCAI E 3/0--1 - FLORMA 9EMN wm mom Row-mm I E-Z HAJ4C STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.LD.) HAS BM VERIFIED FOR COMPUMINCE IN IL 0) MINIMUM EMBEDMENT OF TAPCOk ANCHORS AND PANELMAII FICIA&LE 0 & PAKELMATE PLU5 INTO CONCRETE ACCORDANCE WITH THE 2020 (Aft EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4- OCSIGN WIND U)AOS SMALL BE DETERMINED AS MR SECTION 1620OF THE ABOVE MENTIONED CODL 9.2) MINIMUM EMOMMD(T OF 1/4-0 X 7/1r CAUK-0 ANCHORS SHALL BE 15 7/r WTO CONCRETE. FOR A wtw SPEED As REQUIRED BY THE AIRISDICTION WHEAE THESE SHUTTERS IMUL BE INSIAILLED Me NO EMBEDMENT Iwo ANY FINISH WATERVA. SHAILL BE PERMITTED, FOR A OWdrMHAUrV FACTOR Kd.0.65. USING ASIDE 7-16 AND SHALL NOT EXCEED THE WARJUM (A.So.) 1/4' 0-20 SS SIDEWALK BOLTS USED 94ALL BE LONG ENOL)GH(SHMO ANY FINISH MATERIAL EXIST) TO IN ON" TO VERIFY THE ABOVE CONDIFION, ULTIMATE MIGN WV40 LOADS DETERMINED PER A= 7-15 94ALL BE FIRST REDUCLM M A&D. DESIGN fto LONDS BY MULTIPLYING THDA BY 0.6 IN ON" To &3) A CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EMTLNG WALL To COMPARE THESE W1 MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 111 24. N"ORS SHALL BE LOW DMG14 TO REACH THE MAIN STRUCTIARIE BEHIND RICH FINCELS. ANCIMA" :N ORM TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TEM WERE NOT OVER STRESSED, A &14 INCREASE SMALL, BE AS M1147041) IN BA) AND 04 8.2). N AU.OWAKE STRW FOR WPM LOADS WAS AM USO IN "" ANALYSIS FASTENERS SPACING TO WOOD HAS KEN DUERMIMM IN ACCORDANCE WITH W.O.S� 2015 (C) ANCHOWS SHAa BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHM'S STORM PAWL'S ADEQLINCY FOR IMPACT AND FATIGUE RESISFAMM HAS BCEk VEWIED ft ACCORDANCE INTH SECTION 1626 or MANUFACTURER . THE ABOVE MENTIONIED CODE AS PER FINASTFULTION TESTING LABORATORY. INC REPORT f 2032. AS PROTOCOLS IAS-201, 11 IT SHALL BE THE RIESPONSIEPUTY OF THE CONTRA" TO VERIFY THE SOUNDNIESS OF THE STRI)CYLIRE 04M SHUTTER TAS-202 AND IAS-203. IS TO BE ATTACHED TO OSURE PROPER ANCHORIAGE. IN* SHUTTER SHALL ONLY BE ATTACHED To coo,� EALOCX 2 INS SYSTEM HAS KEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING INE OPENING FROM THE OR WOOD FRAME BUILDINGS INSIDE W/O THE USE OF A LADDER OR LWT THIS APPLICATION IS VWD WHEN INSTALLATION 5 INTENDED To BE PERFORMED 12. THE INSTALLATION CONTRACTOR is TO SEAL/CAULK ALL SHUTTER COMPOW)IT CODES WHICH REMAIN 00 CONTINUOUS FROM THE INSIDE: OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WNMD/RAVN INTRUSION CAULK AND MAIL. SHILIll'EIR TRACKS ALL AaCUW FULL 3. SERIES 1000 INSTALLATION 15 APPLICABLE To SINGLE AND DOUBLE HUNG STYLE WINDOWS WHM INSTALLATION ra REOUfto fo BE LTNM� PERFORMED FROM THE ASIDE Or STRUCTURE 13 STORM PANEL INSTALLATION 94AU COMPLY WITH SPECS WICATED IN THIS ORNWING PLUS ANY BUILDING AND ZONING 4. SERIES 200D INSTALLATION IS APPU1CA&E 70 SINGUE AND DOUBLE HUNG AND HORIZONTAL SLIOM STYLE WINDOWS WHEN REGULATIONS PROVIDED By THE JURISDICTION W4E1RE PERMIT IS APPLIED TO. INSTALLATION 5 REDUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. PC. E - Z HAND STORM PANEL SYSTEM- is FWW 00cm 5. ALL ALUMINUM EXTRUSIONS TO BE W63-75 ALLOY W TDAPM (UNUESS OTHMISE NOTED) 15.(G) THIS PRODUCT EVA"71ON MEUMENT (P.E-D.) PREPARED BY THIS ENGINEER is GDAM AND DM NOT PROVIDE fi� ALL ALUMINUM SHEET METAL USED AT CLOSURES SWILL HAVE 3105-MI4 ALADY, INFORMAIION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE Snr CONDITIONS OEVWITE FROM THE P.EZ (b) CONTRACTOR 10 BE RESPONSIBLE FOR THE SULDCTIGN. KOCHAM AND NWmjATWN1 MLUDIW, LIFE SAFETY OF I- ALL SIM SHEET METAL PANCUS SPALL HAVE STRUCTURAL QUALITY STEEL ASTM "S3 GRAM SO Min-, GALVANIZED STEEL THIS PRODUCT BASED ON THIS P-E.D. PROVIDED HE/SNE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/Fy- 58.3 kol (AFM ROULED)� THIS DOCUMENT CONSTRUCTION SAFETY AT SITE is THE CONTRACMn RESPONSMM. 8 ALL SCREWS TO BE STAINALM STEEL 304 OR 316 INS SEINES OR CORROSIOk RESISTANT CQ%TU CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL Of CONSIDERED RNAUD W mowim. $0018 */ 50 kbJ YIELD STRENGTH AND 90 b0i TENSILE PROWTH AL SHALL COMPLY W/ FLORIDA BUILDING CODE SEC71ON 2411.3.3-4 (d) SITE SPECIFIC PROJECTS SHVILL BE PREPARED BY A FLORIDA REGSTERM ENGINEER OR ARCKITM WHICH WILL 9. BOLTS TO BE ASTIA A-3117 GALVANIZED STM_ OR AM 304 SERIES STAINLESS STEEL. WITH 36 e. MINIMUM VIELD STRENGTH BECOME THE ENGINEER OF RECORD (F-O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E D. ENGINEER OF RECORD. ACTING AS A DEUGATED 04ONEER TO THE P.E.D. EPIGNMEM. SK%L1 10 ANCHORS TO WAU. SM01L BE AS FOLLOWS: suaw To THIS LATTO Y14E SITE SPECIFIC DRAIMINGS FOR REVIEW (e) TAG P ED. SHAILL BEAR THE DATE AND OR`GPW SEAL AND SIGNATURE OF THE PROFESSIONAL IDNOWER or t/00 TAPCO14 ANCHORS AS MANLIFACTURM BY ITW. &A.M. INC. (MIN. I*c-3112 p.&i) RECORD TN4T PREPARM (I 1 /4* 0 X 7/8' CALK -IN ANCHORS. AS MANLWACIURED BY DEWAIT W_ (MIN. 1.-Xm p,.Q 16. SMRM PANEL MANUFACIVRERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM FARtL IN 014-tO PANDAVIIE FEMALE 10 A PANaMATIE PUS ANICkOft. AS MANILWACTUM By EUCO CONSTRUCTION PRODucTs ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LAEIEL SK4L.L BE PLACED FOR EVERY OPENING (f,­3350 P.o) L40EUNG TO COMPLY WITH SECTION 17094.2 OF THE FLORIDA BUILDING CODE AA) MR4WUM EMBEDMENT OF TAPCON ANCHORS INTO POL%O CONICRETE SKALL BE 1 3/4- AND 2- FOR PAND.MATE FEMALE 10 & PANELMATE PLUS. AZ) MINIMUM EMINEDMIENT OF t/4-0 V 7/8- CALX-IN ANCHORS SK#,LL BE IS 715- INTO CONCRETE. No EMBEDMENT INTO ANY FINISH MOLTERMIL SK46LL BE PERMrTTM 1/4' P-20 SS SIDEWALX BOLTS USIED SHALL BE LONG ENMX;H(SHDULD ANY FINISH MATERIAL EXIST) To ENGAGE 3/4* 0111D ANCHORS. IN CASE THAT PRECAST STONE. PRECAST CONCRETE PAWI.S. OR PAVERS BE VOUNG ON THE DUSTING WALL OR '�GEN FLOOR. ANCHM SHALL BE LONG ENOUGH TO REACH THE NOUN STRUCTURE BEHIND SUCH PANELS. ANCMDRACE SMALL BE AS MENTINM IN A.1) AND IN A-2). 41 (8) 10 EXISTING CONCRETE BL&-, oft, NO. 44167 Ar - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY IT W, BURLOEX. WC S-0 FLORIDA OWLD" CODE (Mgh Velocity Nu am Zone) I rp -0, 20 UGE GALVANEEED STEEL STORM PANEL 1/4 ' 0 X 7/8" CALX-IN ANCHORS, AS MANUFACTURED By OEWALT INC (f.-I 500 p a i,) - #1 4-10 PANEL.MATE rEMAUt 0 AND PAN8jmTr PLUS ANICAM. AS MANUFACTURED BY ELCO CONSTRUCTION or PRODUCTS X�A:Jwkw�, .. __"I. - Pitow" PRWUM. Ut _4 �11_ IL EC0,wc em ILe 6 WRIXT Dow. FL &W. IN, - AKINKIL APN mom "")MO-75A FAA, ")on-Vw 20-175 -pom-� Ae am­- M-1 - WIANNA; ft $KIM A I" ti P.I_ FUS" Lk 0 1 11 OF a cn -cu > 2 CD_ ca. 0 cu (D p S_ o 0 U- L�m I,- cu cu 0 cu 0 ;:ob, E 2 0- Cnu 40- ce. m c U) z z w mi C*4 CL) L.0 C3 CL. - C= V� C= cm LL_ CL_ C=) Z 0, ,j 3c m L cu CL) CE 2 In CS u COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS Y/24 INSTALLATION '-D" FOR SERIES 2000 AND 1000 E-Z HANG STORM (SCAIJE 1/2-1 j_j* sm� V/24 r.'/2;""' (SEE "m 2 MOUNI, r mee 2'/24 le V/24 (m HIRE 3 BELOW) PANELCUINTO POURED CONCRETE OR CONCRETE BLOCK 0 Lw.H FDA CO11KAE7It SOL r CONCRETE ANC.0115 Iq '0w," (m $014mull ON sman a)- M. wo. wk a 2 IUAs an Z __,5.IW (TOTAL WK") 2.250' 600com Awm -9.w nz 4 4 cn 12100- (EFFECTIVE W01H1j- NO ow 30 1/4' -T ---I M , t Irp, 2 T SUM WON, I 3w- Ij PAPER) _500' 7­1 T 11 60 X . %, L. I Num "%*M= Sim EDGE J- AM -633 latem PANEL) FAMI� PANEL) of",eff'o A_ WAIVED ONCE 50 kW*" DETAIL wr HIM 2. S. 4 BOJIM DID PNCL) 4 BUD Nm 4 vR SEE NOW 2, 3, 4 mum 11 1. 1 r-10 ONLY. IIV,7 4 .1 "IMM) t - --- -------- vw-w 44Jr m cu IF W/ - I I I 1 H, 1 1 1 KIM, STORM PANE 2.-70' 40 X L. > 40 % -L' T REWRSFO *tJ* TRACK 11111 11 1 11 11 1 SEE eocuu, RIEVERSM *h' TRACK 0 1 N SEE soem" FAMELMAIT cryp.) FORM. new WE 1043NUE CL SET NOTE 4 9�aDw_ 3i SEPAPAXION SEPANum wzzw_ MR 10 MAIN. M CLAM ON ow m so. c WAY BE soopmroc Five;L's-poo UP co"C" 4404m. $a nor 11 m A. I %h a- W/ NOR" EDOE. SEE AV TO Guam. TooE OR WAO TO HE INSTALLED AT EACH AUNNIT An, ALIMAYS PAZ% TYPICAL ELEVATION FOR 2000 RIAP HANDLE TO FE Typr-AL E E-Z BING RM P IF XTENDEII TO WE INIFEALUED FIM mim of sfmUCTURE. I 4_0 ANEL LM Mis" OF SrRUCTLVW_ E-Z HANG STORM PANE % -1/4"Mu, UP :3 ISOMEIRIC VIEW DETAIL A oocr END UP W/ HEMMED EWE j ROL40M CORNER 0 ENDS OF PANE 'S SECTION 0 SEMON A SAM 2 ow Z \ 7 77 7 Z 7_7 -77"7/ j\_7 \_7 \17 . (N.T.S) NU VW - 11 mmum 006 (1). DMM= OLSENS-IffiDt E - Z HAND STORM PANEX SYSTEM COWJSW OF PAWL L TRACKS AT TOP A PMamAn nus OR is* LONG (rAY BOTTOM W/ PANim"Tts. cu (1). DEFINITICIN _2EMS-M: E - Z HAING STORM PANEL SYSTEM CONSISTING Of PANEX - C-1. TRACKS TOP & BOTTOM. (2)� END PAWLS SHAU ALWAYS WE CONW7 j. EXI NO, BY w to TRACK SMALL BE EAjE 2"x5*Adpx,) ALUM, PAWLMATES OR. MFUSM 0-m (2) 80,=SHAU. ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP 00 C.W I. PAN" IN, Iv PPOIADM AT TOP OF SLJCN PANELS cm) 6061-TS Aburn. ALLOY UK (3), IF END PANELS ARE WNG Pan WALL ANQ INRECT mawam IMT, r 125* TRACK. CONNECTION SHALL CONSIST OF DESCRIBEID 0 worn W7 cn "Z/r TO Nuy OR I/Z"6314" W. THUMBSCREW` WALL hMfmwo 11bw. /A*- le M.S. 'u, vm 7 TI Ay PROVIDED AT TOP OF SUCH PANELS cu I= BOTTOM TIC" OF FASTENERS AT EITHER OF TWO (3). FOR CASES WHEN END PANELS AM USE JOI FLOOR TO C EXTERIOR FLAT rIANGES OF END PANEL 00 PAWLS ARE NOT O0NNW.-Y.v.A�4c&TRA%.TS-TOP BAR SLUM S, a INST, &,1WW34' SCAM 3/11-1* WALE 3/8-1, - -------- PECS 00" ON NOTE (3) AMC IN SUCH CASE. CONNECTION OF PANELS EXISTING SILL ONE INTEVOlit PANEL IL m (4). IN CASE THAT TOM I- A STOP BAN 9".00 OU-11 IRJILE) IfiEdliMQUOTA IS ONLY USED 7 EAST AIDC=�Z BE CONNECTEDCA BOTTOM TRACK (4). M=RXALLA7= WWM DO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ME USING S MAY BE USED JOINTLY W/ TKR%NLCLK �CAT Z TO BOTTOM TRAC VAY OCCUR AT ANY PANEL LOCATION. BOTTOM TRACK TO WALL w a M; No If A. 11 TWO PANELAILAITIES FOLLOWING; i SHOWN ON ELEVATION 4 We 1 .1.4% lk WAKIL.I. row c v 055 (Trp.) (5) SEE SECTION 1'. 3. 4' ON SHM 24. SEE ANCHOR SCHEDULE ON SHEET 25� EDGE DISTANCE. FOR USED At I ft IONIC.. 750' NOT NEED TO BE CONNECTM I v rm WOOLLAT" net � 40 - ,, . 'u Xrw FIRS w SUCH THAT AMMENT PAM" Q LEFT At =3 % - I" OVERLAPS RETAINED BY (2), �J NO. 44167 't NO. 44167 FIMIDA BUILDING CODE (High Valwity Nu me to") FLORIDA BUILDING CODE (High Volochy Nu can* Zone)l 0 :!Atlm T=0uMr#M =CAN BE FLORIDA SUILDING CODE (1419h Velocity mu cans Zone) CoMeM Ix 0200 ft"m PC. rp 7 emna vum m TA Now IF o&". &I. am" Oft" 1w OF 20 GAGE GALVANIZED STEEL SM PANEL j No. 4 16 20 GM GALVANIZED STEEL STORM PANEL 20 WA G&VAMM STEEL PANEL z ORI EIL IVA W W/UAM QUAIL I I w::_ ST OF -QZE GLOUL MTECWN SCALL. Ilr I' vww 00L z STOP BAR OLDM MTECTM PROCILCM, ORE. FROCKIM LW. *F/m/mD mom mmam PRowim LLic. MOO S. a smw OWN, IUI, III SWEET, 4M 11.0. 51 R. JJOI. tbftlto FL 3XI 3*m3'(idoxj ALUM, ANGLE ONAL fl. 30314 0 FAM, ("a -am P.OpL. tio4ow-mm. ra, (WHWNW_eTei 20-176 < I I' LONG NAI 20-176 AN, AN N%1KE 20-176 6063-T5 Alum. AUJDY M-N PE, Wft/mcmnm/wx "'M 6w 00,01131 Aim A`�. P.C. awom ok-Owbrill 000 A. VILLA PL SAINT n or 31 1& 1 0167 L 4 ;,momr.orm; a - SHEET NO. SH 1.21 0 LAIAFE PLUS *1 4jio . 0 � srr W%XI NUT WASHM exam CONCRETE OR CONCRETE OLD" RMARto WALL MQVJ�LLATM III REGULAR PANEL vour jX-1, ME SWEET I a, 20 MR MANORS WK a TIME ---�/TtL ­'/". - svow VOR 6orALLCOS INTO WOO11 INNOW RUN ROME SULDIMIL IN, mom vemom go 3 3 Well" Now SPACON me AONKM CODE MUA.= AK &OCANIII ON wo; ON, *xwo momex J b SCNIVALE FOR ED. LM TIAN mawtv W. 31/2 SCH1DUUE RIDUCIF ANCHOR 9100110 In MLLTIPLY" ]FACING smowm ON SOMERALS AMA m mm on"" III THE fOLLMM FACRIM MR THIS OPERATION 10 K POSSIBLE. I== VACM MMM USMO FACION SmALL NOT 2 jtr� WE LOS TWA WOMAN SPACING MICATID I I FIX` FN`M ANCHOR TM a" THIS Soaka 3 vIr _fi4-10-0 PARELMATE PLUS W/ 7/Jrf - 3/3r WNG NUT WASHER (KYOND) -POURED CONCRETE OR CONCRETE KOCK REOL11110 WAU kjQytffW I A I ATION Mm IL URE PANQ SCAI E 3/0--1 - FLORMA 9EMN wm mom Row-mm I E-Z HAJ4C STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.LD.) HAS BM VERIFIED FOR COMPUMINCE IN IL 0) MINIMUM EMBEDMENT OF TAPCOk ANCHORS AND PANELMAII FICIA&LE 0 & PAKELMATE PLU5 INTO CONCRETE ACCORDANCE WITH THE 2020 (Aft EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4- OCSIGN WIND U)AOS SMALL BE DETERMINED AS MR SECTION 1620OF THE ABOVE MENTIONED CODL 9.2) MINIMUM EMOMMD(T OF 1/4-0 X 7/1r CAUK-0 ANCHORS SHALL BE 15 7/r WTO CONCRETE. FOR A wtw SPEED As REQUIRED BY THE AIRISDICTION WHEAE THESE SHUTTERS IMUL BE INSIAILLED Me NO EMBEDMENT Iwo ANY FINISH WATERVA. SHAILL BE PERMITTED, FOR A OWdrMHAUrV FACTOR Kd.0.65. USING ASIDE 7-16 AND SHALL NOT EXCEED THE WARJUM (A.So.) 1/4' 0-20 SS SIDEWALK BOLTS USED 94ALL BE LONG ENOL)GH(SHMO ANY FINISH MATERIAL EXIST) TO IN ON" TO VERIFY THE ABOVE CONDIFION, ULTIMATE MIGN WV40 LOADS DETERMINED PER A= 7-15 94ALL BE FIRST REDUCLM M A&D. DESIGN fto LONDS BY MULTIPLYING THDA BY 0.6 IN ON" To &3) A CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EMTLNG WALL To COMPARE THESE W1 MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 111 24. N"ORS SHALL BE LOW DMG14 TO REACH THE MAIN STRUCTIARIE BEHIND RICH FINCELS. ANCIMA" :N ORM TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TEM WERE NOT OVER STRESSED, A &14 INCREASE SMALL, BE AS M1147041) IN BA) AND 04 8.2). N AU.OWAKE STRW FOR WPM LOADS WAS AM USO IN "" ANALYSIS FASTENERS SPACING TO WOOD HAS KEN DUERMIMM IN ACCORDANCE WITH W.O.S� 2015 (C) ANCHOWS SHAa BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHM'S STORM PAWL'S ADEQLINCY FOR IMPACT AND FATIGUE RESISFAMM HAS BCEk VEWIED ft ACCORDANCE INTH SECTION 1626 or MANUFACTURER . THE ABOVE MENTIONIED CODE AS PER FINASTFULTION TESTING LABORATORY. INC REPORT f 2032. AS PROTOCOLS IAS-201, 11 IT SHALL BE THE RIESPONSIEPUTY OF THE CONTRA" TO VERIFY THE SOUNDNIESS OF THE STRI)CYLIRE 04M SHUTTER TAS-202 AND IAS-203. IS TO BE ATTACHED TO OSURE PROPER ANCHORIAGE. IN* SHUTTER SHALL ONLY BE ATTACHED To coo,� EALOCX 2 INS SYSTEM HAS KEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING INE OPENING FROM THE OR WOOD FRAME BUILDINGS INSIDE W/O THE USE OF A LADDER OR LWT THIS APPLICATION IS VWD WHEN INSTALLATION 5 INTENDED To BE PERFORMED 12. THE INSTALLATION CONTRACTOR is TO SEAL/CAULK ALL SHUTTER COMPOW)IT CODES WHICH REMAIN 00 CONTINUOUS FROM THE INSIDE: OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WNMD/RAVN INTRUSION CAULK AND MAIL. SHILIll'EIR TRACKS ALL AaCUW FULL 3. SERIES 1000 INSTALLATION 15 APPLICABLE To SINGLE AND DOUBLE HUNG STYLE WINDOWS WHM INSTALLATION ra REOUfto fo BE LTNM� PERFORMED FROM THE ASIDE Or STRUCTURE 13 STORM PANEL INSTALLATION 94AU COMPLY WITH SPECS WICATED IN THIS ORNWING PLUS ANY BUILDING AND ZONING 4. SERIES 200D INSTALLATION IS APPU1CA&E 70 SINGUE AND DOUBLE HUNG AND HORIZONTAL SLIOM STYLE WINDOWS WHEN REGULATIONS PROVIDED By THE JURISDICTION W4E1RE PERMIT IS APPLIED TO. INSTALLATION 5 REDUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. PC. E - Z HAND STORM PANEL SYSTEM- is FWW 00cm 5. ALL ALUMINUM EXTRUSIONS TO BE W63-75 ALLOY W TDAPM (UNUESS OTHMISE NOTED) 15.(G) THIS PRODUCT EVA"71ON MEUMENT (P.E-D.) PREPARED BY THIS ENGINEER is GDAM AND DM NOT PROVIDE fi� ALL ALUMINUM SHEET METAL USED AT CLOSURES SWILL HAVE 3105-MI4 ALADY, INFORMAIION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE Snr CONDITIONS OEVWITE FROM THE P.EZ (b) CONTRACTOR 10 BE RESPONSIBLE FOR THE SULDCTIGN. KOCHAM AND NWmjATWN1 MLUDIW, LIFE SAFETY OF I- ALL SIM SHEET METAL PANCUS SPALL HAVE STRUCTURAL QUALITY STEEL ASTM "S3 GRAM SO Min-, GALVANIZED STEEL THIS PRODUCT BASED ON THIS P-E.D. PROVIDED HE/SNE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/Fy- 58.3 kol (AFM ROULED)� THIS DOCUMENT CONSTRUCTION SAFETY AT SITE is THE CONTRACMn RESPONSMM. 8 ALL SCREWS TO BE STAINALM STEEL 304 OR 316 INS SEINES OR CORROSIOk RESISTANT CQ%TU CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL Of CONSIDERED RNAUD W mowim. $0018 */ 50 kbJ YIELD STRENGTH AND 90 b0i TENSILE PROWTH AL SHALL COMPLY W/ FLORIDA BUILDING CODE SEC71ON 2411.3.3-4 (d) SITE SPECIFIC PROJECTS SHVILL BE PREPARED BY A FLORIDA REGSTERM ENGINEER OR ARCKITM WHICH WILL 9. BOLTS TO BE ASTIA A-3117 GALVANIZED STM_ OR AM 304 SERIES STAINLESS STEEL. WITH 36 e. MINIMUM VIELD STRENGTH BECOME THE ENGINEER OF RECORD (F-O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E D. ENGINEER OF RECORD. ACTING AS A DEUGATED 04ONEER TO THE P.E.D. EPIGNMEM. SK%L1 10 ANCHORS TO WAU. SM01L BE AS FOLLOWS: suaw To THIS LATTO Y14E SITE SPECIFIC DRAIMINGS FOR REVIEW (e) TAG P ED. SHAILL BEAR THE DATE AND OR`GPW SEAL AND SIGNATURE OF THE PROFESSIONAL IDNOWER or t/00 TAPCO14 ANCHORS AS MANLIFACTURM BY ITW. &A.M. INC. (MIN. I*c-3112 p.&i) RECORD TN4T PREPARM (I 1 /4* 0 X 7/8' CALK -IN ANCHORS. AS MANLWACIURED BY DEWAIT W_ (MIN. 1.-Xm p,.Q 16. SMRM PANEL MANUFACIVRERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM FARtL IN 014-tO PANDAVIIE FEMALE 10 A PANaMATIE PUS ANICkOft. AS MANILWACTUM By EUCO CONSTRUCTION PRODucTs ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LAEIEL SK4L.L BE PLACED FOR EVERY OPENING (f,­3350 P.o) L40EUNG TO COMPLY WITH SECTION 17094.2 OF THE FLORIDA BUILDING CODE AA) MR4WUM EMBEDMENT OF TAPCON ANCHORS INTO POL%O CONICRETE SKALL BE 1 3/4- AND 2- FOR PAND.MATE FEMALE 10 & PANELMATE PLUS. AZ) MINIMUM EMINEDMIENT OF t/4-0 V 7/8- CALX-IN ANCHORS SK#,LL BE IS 715- INTO CONCRETE. No EMBEDMENT INTO ANY FINISH MOLTERMIL SK46LL BE PERMrTTM 1/4' P-20 SS SIDEWALX BOLTS USIED SHALL BE LONG ENMX;H(SHDULD ANY FINISH MATERIAL EXIST) To ENGAGE 3/4* 0111D ANCHORS. IN CASE THAT PRECAST STONE. PRECAST CONCRETE PAWI.S. OR PAVERS BE VOUNG ON THE DUSTING WALL OR '�GEN FLOOR. ANCHM SHALL BE LONG ENOUGH TO REACH THE NOUN STRUCTURE BEHIND SUCH PANELS. ANCMDRACE SMALL BE AS MENTINM IN A.1) AND IN A-2). 41 (8) 10 EXISTING CONCRETE BL&-, oft, NO. 44167 Ar - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY IT W, BURLOEX. WC S-0 FLORIDA OWLD" CODE (Mgh Velocity Nu am Zone) I rp -0, 20 UGE GALVANEEED STEEL STORM PANEL 1/4 ' 0 X 7/8" CALX-IN ANCHORS, AS MANUFACTURED By OEWALT INC (f.-I 500 p a i,) - #1 4-10 PANEL.MATE rEMAUt 0 AND PAN8jmTr PLUS ANICAM. AS MANUFACTURED BY ELCO CONSTRUCTION or PRODUCTS X�A:Jwkw�, .. __"I. - Pitow" PRWUM. Ut _4 �11_ IL EC0,wc em ILe 6 WRIXT Dow. FL &W. IN, - AKINKIL APN mom "")MO-75A FAA, ")on-Vw 20-175 -pom-� Ae am­- M-1 - WIANNA; ft $KIM A I" ti P.I_ FUS" Lk 0 1 11 OF a cn -cu > 2 CD_ ca. 0 cu (D p S_ o 0 U- L�m I,- cu cu 0 cu 0 ;:ob, E 2 0- Cnu 40- ce. m c U) z z w mi C*4 CL) L.0 C3 CL. - C= V� C= cm LL_ CL_ C=) Z 0, ,j 3c m L cu CL) CE 2 In CS u COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS Y/24 INSTALLATION '-D" FOR SERIES 2000 AND 1000 E-Z HANG STORM (SCAIJE 1/2-1 j_j* sm� V/24 r.'/2;""' (SEE "m 2 MOUNI, r mee 2'/24 le V/24 (m HIRE 3 BELOW) PANELCUINTO POURED CONCRETE OR CONCRETE BLOCK 0 Lw.H FDA CO11KAE7It SOL r CONCRETE ANC.0115 Iq '0w," (m $014mull ON sman a)- M. wo. wk a 2 IUAs an Z __,5.IW (TOTAL WK") 2.250' 600com Awm -9.w nz 4 4 cn 12100- (EFFECTIVE W01H1j- NO ow 30 1/4' -T ---I M , t Irp, 2 T SUM WON, I 3w- Ij PAPER) _500' 7­1 T 11 60 X . %, L. I Num "%*M= Sim EDGE J- AM -633 latem PANEL) FAMI� PANEL) of",eff'o A_ WAIVED ONCE 50 kW*" DETAIL wr HIM 2. S. 4 BOJIM DID PNCL) 4 BUD Nm 4 vR SEE NOW 2, 3, 4 mum 11 1. 1 r-10 ONLY. IIV,7 4 .1 "IMM) t - --- -------- vw-w 44Jr m cu IF W/ - I I I 1 H, 1 1 1 KIM, STORM PANE 2.-70' 40 X L. > 40 % -L' T REWRSFO *tJ* TRACK 11111 11 1 11 11 1 SEE eocuu, RIEVERSM *h' TRACK 0 1 N SEE soem" FAMELMAIT cryp.) FORM. new WE 1043NUE CL SET NOTE 4 9�aDw_ 3i SEPAPAXION SEPANum wzzw_ MR 10 MAIN. M CLAM ON ow m so. c WAY BE soopmroc Five;L's-poo UP co"C" 4404m. $a nor 11 m A. I %h a- W/ NOR" EDOE. SEE AV TO Guam. TooE OR WAO TO HE INSTALLED AT EACH AUNNIT An, ALIMAYS PAZ% TYPICAL ELEVATION FOR 2000 RIAP HANDLE TO FE Typr-AL E E-Z BING RM P IF XTENDEII TO WE INIFEALUED FIM mim of sfmUCTURE. I 4_0 ANEL LM Mis" OF SrRUCTLVW_ E-Z HANG STORM PANE % -1/4"Mu, UP :3 ISOMEIRIC VIEW DETAIL A oocr END UP W/ HEMMED EWE j ROL40M CORNER 0 ENDS OF PANE 'S SECTION 0 SEMON A SAM 2 ow Z \ 7 77 7 Z 7_7 -77"7/ j\_7 \_7 \17 . (N.T.S) NU VW - 11 mmum 006 (1). DMM= OLSENS-IffiDt E - Z HAND STORM PANEX SYSTEM COWJSW OF PAWL L TRACKS AT TOP A PMamAn nus OR is* LONG (rAY BOTTOM W/ PANim"Tts. cu (1). DEFINITICIN _2EMS-M: E - Z HAING STORM PANEL SYSTEM CONSISTING Of PANEX - C-1. TRACKS TOP & BOTTOM. (2)� END PAWLS SHAU ALWAYS WE CONW7 j. EXI NO, BY w to TRACK SMALL BE EAjE 2"x5*Adpx,) ALUM, PAWLMATES OR. MFUSM 0-m (2) 80,=SHAU. ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP 00 C.W I. PAN" IN, Iv PPOIADM AT TOP OF SLJCN PANELS cm) 6061-TS Aburn. ALLOY UK (3), IF END PANELS ARE WNG Pan WALL ANQ INRECT mawam IMT, r 125* TRACK. CONNECTION SHALL CONSIST OF DESCRIBEID 0 worn W7 cn "Z/r TO Nuy OR I/Z"6314" W. THUMBSCREW` WALL hMfmwo 11bw. /A*- le M.S. 'u, vm 7 TI Ay PROVIDED AT TOP OF SUCH PANELS cu I= BOTTOM TIC" OF FASTENERS AT EITHER OF TWO (3). FOR CASES WHEN END PANELS AM USE JOI FLOOR TO C EXTERIOR FLAT rIANGES OF END PANEL 00 PAWLS ARE NOT O0NNW.-Y.v.A�4c&TRA%.TS-TOP BAR SLUM S, a INST, &,1WW34' SCAM 3/11-1* WALE 3/8-1, - -------- PECS 00" ON NOTE (3) AMC IN SUCH CASE. CONNECTION OF PANELS EXISTING SILL ONE INTEVOlit PANEL IL m (4). IN CASE THAT TOM I- A STOP BAN 9".00 OU-11 IRJILE) IfiEdliMQUOTA IS ONLY USED 7 EAST AIDC=�Z BE CONNECTEDCA BOTTOM TRACK (4). M=RXALLA7= WWM DO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ME USING S MAY BE USED JOINTLY W/ TKR%NLCLK �CAT Z TO BOTTOM TRAC VAY OCCUR AT ANY PANEL LOCATION. BOTTOM TRACK TO WALL w a M; No If A. 11 TWO PANELAILAITIES FOLLOWING; i SHOWN ON ELEVATION 4 We 1 .1.4% lk WAKIL.I. row c v 055 (Trp.) (5) SEE SECTION 1'. 3. 4' ON SHM 24. SEE ANCHOR SCHEDULE ON SHEET 25� EDGE DISTANCE. FOR USED At I ft IONIC.. 750' NOT NEED TO BE CONNECTM I v rm WOOLLAT" net � 40 - ,, . 'u Xrw FIRS w SUCH THAT AMMENT PAM" Q LEFT At =3 % - I" OVERLAPS RETAINED BY (2), �J NO. 44167 't NO. 44167 FIMIDA BUILDING CODE (High Valwity Nu me to") FLORIDA BUILDING CODE (High Volochy Nu can* Zone)l 0 :!Atlm T=0uMr#M =CAN BE FLORIDA SUILDING CODE (1419h Velocity mu cans Zone) CoMeM Ix 0200 ft"m PC. rp 7 emna vum m TA Now IF o&". &I. am" Oft" 1w OF 20 GAGE GALVANIZED STEEL SM PANEL j No. 4 16 20 GM GALVANIZED STEEL STORM PANEL 20 WA G&VAMM STEEL PANEL z ORI EIL IVA W W/UAM QUAIL I I w::_ ST OF -QZE GLOUL MTECWN SCALL. Ilr I' vww 00L z STOP BAR OLDM MTECTM PROCILCM, ORE. FROCKIM LW. *F/m/mD mom mmam PRowim LLic. MOO S. a smw OWN, IUI, III SWEET, 4M 11.0. 51 R. JJOI. tbftlto FL 3XI 3*m3'(idoxj ALUM, ANGLE ONAL fl. 30314 0 FAM, ("a -am P.OpL. tio4ow-mm. ra, (WHWNW_eTei 20-176 < I I' LONG NAI 20-176 AN, AN N%1KE 20-176 6063-T5 Alum. AUJDY M-N PE, Wft/mcmnm/wx "'M 6w 00,01131 Aim A`�. P.C. awom ok-Owbrill 000 A. VILLA PL SAINT n or 31 1& 1 0167 L 4 ;,momr.orm; a - SHEET NO. SH 1.21 ME SWEET I a, 20 MR MANORS WK a TIME ---�/TtL ­'/". - svow VOR 6orALLCOS INTO WOO11 INNOW RUN ROME SULDIMIL IN, mom vemom go 3 3 Well" Now SPACON me AONKM CODE MUA.= AK &OCANIII ON wo; ON, *xwo momex J b SCNIVALE FOR ED. LM TIAN mawtv W. 31/2 SCH1DUUE RIDUCIF ANCHOR 9100110 In MLLTIPLY" ]FACING smowm ON SOMERALS AMA m mm on"" III THE fOLLMM FACRIM MR THIS OPERATION 10 K POSSIBLE. I== VACM MMM USMO FACION SmALL NOT 2 jtr� WE LOS TWA WOMAN SPACING MICATID I I FIX` FN`M ANCHOR TM a" THIS Soaka 3 vIr _fi4-10-0 PARELMATE PLUS W/ 7/Jrf - 3/3r WNG NUT WASHER (KYOND) -POURED CONCRETE OR CONCRETE KOCK REOL11110 WAU kjQytffW I A I ATION Mm IL URE PANQ SCAI E 3/0--1 - FLORMA 9EMN wm mom Row-mm I E-Z HAJ4C STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.LD.) HAS BM VERIFIED FOR COMPUMINCE IN IL 0) MINIMUM EMBEDMENT OF TAPCOk ANCHORS AND PANELMAII FICIA&LE 0 & PAKELMATE PLU5 INTO CONCRETE ACCORDANCE WITH THE 2020 (Aft EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4- OCSIGN WIND U)AOS SMALL BE DETERMINED AS MR SECTION 1620OF THE ABOVE MENTIONED CODL 9.2) MINIMUM EMOMMD(T OF 1/4-0 X 7/1r CAUK-0 ANCHORS SHALL BE 15 7/r WTO CONCRETE. FOR A wtw SPEED As REQUIRED BY THE AIRISDICTION WHEAE THESE SHUTTERS IMUL BE INSIAILLED Me NO EMBEDMENT Iwo ANY FINISH WATERVA. SHAILL BE PERMITTED, FOR A OWdrMHAUrV FACTOR Kd.0.65. USING ASIDE 7-16 AND SHALL NOT EXCEED THE WARJUM (A.So.) 1/4' 0-20 SS SIDEWALK BOLTS USED 94ALL BE LONG ENOL)GH(SHMO ANY FINISH MATERIAL EXIST) TO IN ON" TO VERIFY THE ABOVE CONDIFION, ULTIMATE MIGN WV40 LOADS DETERMINED PER A= 7-15 94ALL BE FIRST REDUCLM M A&D. DESIGN fto LONDS BY MULTIPLYING THDA BY 0.6 IN ON" To &3) A CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EMTLNG WALL To COMPARE THESE W1 MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 111 24. N"ORS SHALL BE LOW DMG14 TO REACH THE MAIN STRUCTIARIE BEHIND RICH FINCELS. ANCIMA" :N ORM TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TEM WERE NOT OVER STRESSED, A &14 INCREASE SMALL, BE AS M1147041) IN BA) AND 04 8.2). N AU.OWAKE STRW FOR WPM LOADS WAS AM USO IN "" ANALYSIS FASTENERS SPACING TO WOOD HAS KEN DUERMIMM IN ACCORDANCE WITH W.O.S� 2015 (C) ANCHOWS SHAa BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHM'S STORM PAWL'S ADEQLINCY FOR IMPACT AND FATIGUE RESISFAMM HAS BCEk VEWIED ft ACCORDANCE INTH SECTION 1626 or MANUFACTURER . THE ABOVE MENTIONIED CODE AS PER FINASTFULTION TESTING LABORATORY. INC REPORT f 2032. AS PROTOCOLS IAS-201, 11 IT SHALL BE THE RIESPONSIEPUTY OF THE CONTRA" TO VERIFY THE SOUNDNIESS OF THE STRI)CYLIRE 04M SHUTTER TAS-202 AND IAS-203. IS TO BE ATTACHED TO OSURE PROPER ANCHORIAGE. IN* SHUTTER SHALL ONLY BE ATTACHED To coo,� EALOCX 2 INS SYSTEM HAS KEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING INE OPENING FROM THE OR WOOD FRAME BUILDINGS INSIDE W/O THE USE OF A LADDER OR LWT THIS APPLICATION IS VWD WHEN INSTALLATION 5 INTENDED To BE PERFORMED 12. THE INSTALLATION CONTRACTOR is TO SEAL/CAULK ALL SHUTTER COMPOW)IT CODES WHICH REMAIN 00 CONTINUOUS FROM THE INSIDE: OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WNMD/RAVN INTRUSION CAULK AND MAIL. SHILIll'EIR TRACKS ALL AaCUW FULL 3. SERIES 1000 INSTALLATION 15 APPLICABLE To SINGLE AND DOUBLE HUNG STYLE WINDOWS WHM INSTALLATION ra REOUfto fo BE LTNM� PERFORMED FROM THE ASIDE Or STRUCTURE 13 STORM PANEL INSTALLATION 94AU COMPLY WITH SPECS WICATED IN THIS ORNWING PLUS ANY BUILDING AND ZONING 4. SERIES 200D INSTALLATION IS APPU1CA&E 70 SINGUE AND DOUBLE HUNG AND HORIZONTAL SLIOM STYLE WINDOWS WHEN REGULATIONS PROVIDED By THE JURISDICTION W4E1RE PERMIT IS APPLIED TO. INSTALLATION 5 REDUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. PC. E - Z HAND STORM PANEL SYSTEM- is FWW 00cm 5. ALL ALUMINUM EXTRUSIONS TO BE W63-75 ALLOY W TDAPM (UNUESS OTHMISE NOTED) 15.(G) THIS PRODUCT EVA"71ON MEUMENT (P.E-D.) PREPARED BY THIS ENGINEER is GDAM AND DM NOT PROVIDE fi� ALL ALUMINUM SHEET METAL USED AT CLOSURES SWILL HAVE 3105-MI4 ALADY, INFORMAIION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE Snr CONDITIONS OEVWITE FROM THE P.EZ (b) CONTRACTOR 10 BE RESPONSIBLE FOR THE SULDCTIGN. KOCHAM AND NWmjATWN1 MLUDIW, LIFE SAFETY OF I- ALL SIM SHEET METAL PANCUS SPALL HAVE STRUCTURAL QUALITY STEEL ASTM "S3 GRAM SO Min-, GALVANIZED STEEL THIS PRODUCT BASED ON THIS P-E.D. PROVIDED HE/SNE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/Fy- 58.3 kol (AFM ROULED)� THIS DOCUMENT CONSTRUCTION SAFETY AT SITE is THE CONTRACMn RESPONSMM. 8 ALL SCREWS TO BE STAINALM STEEL 304 OR 316 INS SEINES OR CORROSIOk RESISTANT CQ%TU CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL Of CONSIDERED RNAUD W mowim. $0018 */ 50 kbJ YIELD STRENGTH AND 90 b0i TENSILE PROWTH AL SHALL COMPLY W/ FLORIDA BUILDING CODE SEC71ON 2411.3.3-4 (d) SITE SPECIFIC PROJECTS SHVILL BE PREPARED BY A FLORIDA REGSTERM ENGINEER OR ARCKITM WHICH WILL 9. BOLTS TO BE ASTIA A-3117 GALVANIZED STM_ OR AM 304 SERIES STAINLESS STEEL. WITH 36 e. MINIMUM VIELD STRENGTH BECOME THE ENGINEER OF RECORD (F-O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E D. ENGINEER OF RECORD. ACTING AS A DEUGATED 04ONEER TO THE P.E.D. EPIGNMEM. SK%L1 10 ANCHORS TO WAU. SM01L BE AS FOLLOWS: suaw To THIS LATTO Y14E SITE SPECIFIC DRAIMINGS FOR REVIEW (e) TAG P ED. SHAILL BEAR THE DATE AND OR`GPW SEAL AND SIGNATURE OF THE PROFESSIONAL IDNOWER or t/00 TAPCO14 ANCHORS AS MANLIFACTURM BY ITW. &A.M. INC. (MIN. I*c-3112 p.&i) RECORD TN4T PREPARM (I 1 /4* 0 X 7/8' CALK -IN ANCHORS. AS MANLWACIURED BY DEWAIT W_ (MIN. 1.-Xm p,.Q 16. SMRM PANEL MANUFACIVRERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM FARtL IN 014-tO PANDAVIIE FEMALE 10 A PANaMATIE PUS ANICkOft. AS MANILWACTUM By EUCO CONSTRUCTION PRODucTs ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LAEIEL SK4L.L BE PLACED FOR EVERY OPENING (f,­3350 P.o) L40EUNG TO COMPLY WITH SECTION 17094.2 OF THE FLORIDA BUILDING CODE AA) MR4WUM EMBEDMENT OF TAPCON ANCHORS INTO POL%O CONICRETE SKALL BE 1 3/4- AND 2- FOR PAND.MATE FEMALE 10 & PANELMATE PLUS. AZ) MINIMUM EMINEDMIENT OF t/4-0 V 7/8- CALX-IN ANCHORS SK#,LL BE IS 715- INTO CONCRETE. No EMBEDMENT INTO ANY FINISH MOLTERMIL SK46LL BE PERMrTTM 1/4' P-20 SS SIDEWALX BOLTS USIED SHALL BE LONG ENMX;H(SHDULD ANY FINISH MATERIAL EXIST) To ENGAGE 3/4* 0111D ANCHORS. IN CASE THAT PRECAST STONE. PRECAST CONCRETE PAWI.S. OR PAVERS BE VOUNG ON THE DUSTING WALL OR '�GEN FLOOR. ANCHM SHALL BE LONG ENOUGH TO REACH THE NOUN STRUCTURE BEHIND SUCH PANELS. ANCMDRACE SMALL BE AS MENTINM IN A.1) AND IN A-2). 41 (8) 10 EXISTING CONCRETE BL&-, oft, NO. 44167 Ar - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY IT W, BURLOEX. WC S-0 FLORIDA OWLD" CODE (Mgh Velocity Nu am Zone) I rp -0, 20 UGE GALVANEEED STEEL STORM PANEL 1/4 ' 0 X 7/8" CALX-IN ANCHORS, AS MANUFACTURED By OEWALT INC (f.-I 500 p a i,) - #1 4-10 PANEL.MATE rEMAUt 0 AND PAN8jmTr PLUS ANICAM. AS MANUFACTURED BY ELCO CONSTRUCTION or PRODUCTS X�A:Jwkw�, .. __"I. - Pitow" PRWUM. Ut _4 �11_ IL EC0,wc em ILe 6 WRIXT Dow. FL &W. IN, - AKINKIL APN mom "")MO-75A FAA, ")on-Vw 20-175 -pom-� Ae am­- M-1 - WIANNA; ft $KIM A I" ti P.I_ FUS" Lk 0 1 11 OF a cn -cu > 2 CD_ ca. 0 cu (D p S_ o 0 U- L�m I,- cu cu 0 cu 0 ;:ob, E 2 0- Cnu 40- ce. m c U) z z w mi C*4 CL) L.0 C3 CL. - C= V� C= cm LL_ CL_ C=) Z 0, ,j 3c m L cu CL) CE 2 In CS u COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS Y/24 INSTALLATION '-D" FOR SERIES 2000 AND 1000 E-Z HANG STORM (SCAIJE 1/2-1 j_j* sm� V/24 r.'/2;""' (SEE "m 2 MOUNI, r mee 2'/24 le V/24 (m HIRE 3 BELOW) PANELCUINTO POURED CONCRETE OR CONCRETE BLOCK 0 Lw.H FDA CO11KAE7It SOL r CONCRETE ANC.0115 Iq '0w," (m $014mull ON sman a)- M. wo. wk a 2 IUAs an Z __,5.IW (TOTAL WK") 2.250' 600com Awm -9.w nz 4 4 cn 12100- (EFFECTIVE W01H1j- NO ow 30 1/4' -T ---I M , t Irp, 2 T SUM WON, I 3w- Ij PAPER) _500' 7­1 T 11 60 X . %, L. I Num "%*M= Sim EDGE J- AM -633 latem PANEL) FAMI� PANEL) of",eff'o A_ WAIVED ONCE 50 kW*" DETAIL wr HIM 2. S. 4 BOJIM DID PNCL) 4 BUD Nm 4 vR SEE NOW 2, 3, 4 mum 11 1. 1 r-10 ONLY. IIV,7 4 .1 "IMM) t - --- -------- vw-w 44Jr m cu IF W/ - I I I 1 H, 1 1 1 KIM, STORM PANE 2.-70' 40 X L. > 40 % -L' T REWRSFO *tJ* TRACK 11111 11 1 11 11 1 SEE eocuu, RIEVERSM *h' TRACK 0 1 N SEE soem" FAMELMAIT cryp.) FORM. new WE 1043NUE CL SET NOTE 4 9�aDw_ 3i SEPAPAXION SEPANum wzzw_ MR 10 MAIN. M CLAM ON ow m so. c WAY BE soopmroc Five;L's-poo UP co"C" 4404m. $a nor 11 m A. I %h a- W/ NOR" EDOE. SEE AV TO Guam. TooE OR WAO TO HE INSTALLED AT EACH AUNNIT An, ALIMAYS PAZ% TYPICAL ELEVATION FOR 2000 RIAP HANDLE TO FE Typr-AL E E-Z BING RM P IF XTENDEII TO WE INIFEALUED FIM mim of sfmUCTURE. I 4_0 ANEL LM Mis" OF SrRUCTLVW_ E-Z HANG STORM PANE % -1/4"Mu, UP :3 ISOMEIRIC VIEW DETAIL A oocr END UP W/ HEMMED EWE j ROL40M CORNER 0 ENDS OF PANE 'S SECTION 0 SEMON A SAM 2 ow Z \ 7 77 7 Z 7_7 -77"7/ j\_7 \_7 \17 . (N.T.S) NU VW - 11 mmum 006 (1). DMM= OLSENS-IffiDt E - Z HAND STORM PANEX SYSTEM COWJSW OF PAWL L TRACKS AT TOP A PMamAn nus OR is* LONG (rAY BOTTOM W/ PANim"Tts. cu (1). DEFINITICIN _2EMS-M: E - Z HAING STORM PANEL SYSTEM CONSISTING Of PANEX - C-1. TRACKS TOP & BOTTOM. (2)� END PAWLS SHAU ALWAYS WE CONW7 j. EXI NO, BY w to TRACK SMALL BE EAjE 2"x5*Adpx,) ALUM, PAWLMATES OR. MFUSM 0-m (2) 80,=SHAU. ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP 00 C.W I. PAN" IN, Iv PPOIADM AT TOP OF SLJCN PANELS cm) 6061-TS Aburn. ALLOY UK (3), IF END PANELS ARE WNG Pan WALL ANQ INRECT mawam IMT, r 125* TRACK. CONNECTION SHALL CONSIST OF DESCRIBEID 0 worn W7 cn "Z/r TO Nuy OR I/Z"6314" W. THUMBSCREW` WALL hMfmwo 11bw. /A*- le M.S. 'u, vm 7 TI Ay PROVIDED AT TOP OF SUCH PANELS cu I= BOTTOM TIC" OF FASTENERS AT EITHER OF TWO (3). FOR CASES WHEN END PANELS AM USE JOI FLOOR TO C EXTERIOR FLAT rIANGES OF END PANEL 00 PAWLS ARE NOT O0NNW.-Y.v.A�4c&TRA%.TS-TOP BAR SLUM S, a INST, &,1WW34' SCAM 3/11-1* WALE 3/8-1, - -------- PECS 00" ON NOTE (3) AMC IN SUCH CASE. CONNECTION OF PANELS EXISTING SILL ONE INTEVOlit PANEL IL m (4). IN CASE THAT TOM I- A STOP BAN 9".00 OU-11 IRJILE) IfiEdliMQUOTA IS ONLY USED 7 EAST AIDC=�Z BE CONNECTEDCA BOTTOM TRACK (4). M=RXALLA7= WWM DO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ME USING S MAY BE USED JOINTLY W/ TKR%NLCLK �CAT Z TO BOTTOM TRAC VAY OCCUR AT ANY PANEL LOCATION. BOTTOM TRACK TO WALL w a M; No If A. 11 TWO PANELAILAITIES FOLLOWING; i SHOWN ON ELEVATION 4 We 1 .1.4% lk WAKIL.I. row c v 055 (Trp.) (5) SEE SECTION 1'. 3. 4' ON SHM 24. SEE ANCHOR SCHEDULE ON SHEET 25� EDGE DISTANCE. FOR USED At I ft IONIC.. 750' NOT NEED TO BE CONNECTM I v rm WOOLLAT" net � 40 - ,, . 'u Xrw FIRS w SUCH THAT AMMENT PAM" Q LEFT At =3 % - I" OVERLAPS RETAINED BY (2), �J NO. 44167 't NO. 44167 FIMIDA BUILDING CODE (High Valwity Nu me to") FLORIDA BUILDING CODE (High Volochy Nu can* Zone)l 0 :!Atlm T=0uMr#M =CAN BE FLORIDA SUILDING CODE (1419h Velocity mu cans Zone) CoMeM Ix 0200 ft"m PC. rp 7 emna vum m TA Now IF o&". &I. am" Oft" 1w OF 20 GAGE GALVANIZED STEEL SM PANEL j No. 4 16 20 GM GALVANIZED STEEL STORM PANEL 20 WA G&VAMM STEEL PANEL z ORI EIL IVA W W/UAM QUAIL I I w::_ ST OF -QZE GLOUL MTECWN SCALL. Ilr I' vww 00L z STOP BAR OLDM MTECTM PROCILCM, ORE. FROCKIM LW. *F/m/mD mom mmam PRowim LLic. MOO S. a smw OWN, IUI, III SWEET, 4M 11.0. 51 R. JJOI. tbftlto FL 3XI 3*m3'(idoxj ALUM, ANGLE ONAL fl. 30314 0 FAM, ("a -am P.OpL. tio4ow-mm. ra, (WHWNW_eTei 20-176 < I I' LONG NAI 20-176 AN, AN N%1KE 20-176 6063-T5 Alum. AUJDY M-N PE, Wft/mcmnm/wx "'M 6w 00,01131 Aim A`�. P.C. awom ok-Owbrill 000 A. VILLA PL SAINT n or 31 1& 1 0167 L 4 ;,momr.orm; a - SHEET NO. SH 1.21 FLORMA 9EMN wm mom Row-mm I E-Z HAJ4C STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.LD.) HAS BM VERIFIED FOR COMPUMINCE IN IL 0) MINIMUM EMBEDMENT OF TAPCOk ANCHORS AND PANELMAII FICIA&LE 0 & PAKELMATE PLU5 INTO CONCRETE ACCORDANCE WITH THE 2020 (Aft EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4- OCSIGN WIND U)AOS SMALL BE DETERMINED AS MR SECTION 1620OF THE ABOVE MENTIONED CODL 9.2) MINIMUM EMOMMD(T OF 1/4-0 X 7/1r CAUK-0 ANCHORS SHALL BE 15 7/r WTO CONCRETE. FOR A wtw SPEED As REQUIRED BY THE AIRISDICTION WHEAE THESE SHUTTERS IMUL BE INSIAILLED Me NO EMBEDMENT Iwo ANY FINISH WATERVA. SHAILL BE PERMITTED, FOR A OWdrMHAUrV FACTOR Kd.0.65. USING ASIDE 7-16 AND SHALL NOT EXCEED THE WARJUM (A.So.) 1/4' 0-20 SS SIDEWALK BOLTS USED 94ALL BE LONG ENOL)GH(SHMO ANY FINISH MATERIAL EXIST) TO IN ON" TO VERIFY THE ABOVE CONDIFION, ULTIMATE MIGN WV40 LOADS DETERMINED PER A= 7-15 94ALL BE FIRST REDUCLM M A&D. DESIGN fto LONDS BY MULTIPLYING THDA BY 0.6 IN ON" To &3) A CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EMTLNG WALL To COMPARE THESE W1 MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 111 24. N"ORS SHALL BE LOW DMG14 TO REACH THE MAIN STRUCTIARIE BEHIND RICH FINCELS. ANCIMA" :N ORM TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TEM WERE NOT OVER STRESSED, A &14 INCREASE SMALL, BE AS M1147041) IN BA) AND 04 8.2). N AU.OWAKE STRW FOR WPM LOADS WAS AM USO IN "" ANALYSIS FASTENERS SPACING TO WOOD HAS KEN DUERMIMM IN ACCORDANCE WITH W.O.S� 2015 (C) ANCHOWS SHAa BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHM'S STORM PAWL'S ADEQLINCY FOR IMPACT AND FATIGUE RESISFAMM HAS BCEk VEWIED ft ACCORDANCE INTH SECTION 1626 or MANUFACTURER . THE ABOVE MENTIONIED CODE AS PER FINASTFULTION TESTING LABORATORY. INC REPORT f 2032. AS PROTOCOLS IAS-201, 11 IT SHALL BE THE RIESPONSIEPUTY OF THE CONTRA" TO VERIFY THE SOUNDNIESS OF THE STRI)CYLIRE 04M SHUTTER TAS-202 AND IAS-203. IS TO BE ATTACHED TO OSURE PROPER ANCHORIAGE. IN* SHUTTER SHALL ONLY BE ATTACHED To coo,� EALOCX 2 INS SYSTEM HAS KEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING INE OPENING FROM THE OR WOOD FRAME BUILDINGS INSIDE W/O THE USE OF A LADDER OR LWT THIS APPLICATION IS VWD WHEN INSTALLATION 5 INTENDED To BE PERFORMED 12. THE INSTALLATION CONTRACTOR is TO SEAL/CAULK ALL SHUTTER COMPOW)IT CODES WHICH REMAIN 00 CONTINUOUS FROM THE INSIDE: OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WNMD/RAVN INTRUSION CAULK AND MAIL. SHILIll'EIR TRACKS ALL AaCUW FULL 3. SERIES 1000 INSTALLATION 15 APPLICABLE To SINGLE AND DOUBLE HUNG STYLE WINDOWS WHM INSTALLATION ra REOUfto fo BE LTNM� PERFORMED FROM THE ASIDE Or STRUCTURE 13 STORM PANEL INSTALLATION 94AU COMPLY WITH SPECS WICATED IN THIS ORNWING PLUS ANY BUILDING AND ZONING 4. SERIES 200D INSTALLATION IS APPU1CA&E 70 SINGUE AND DOUBLE HUNG AND HORIZONTAL SLIOM STYLE WINDOWS WHEN REGULATIONS PROVIDED By THE JURISDICTION W4E1RE PERMIT IS APPLIED TO. INSTALLATION 5 REDUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. PC. E - Z HAND STORM PANEL SYSTEM- is FWW 00cm 5. ALL ALUMINUM EXTRUSIONS TO BE W63-75 ALLOY W TDAPM (UNUESS OTHMISE NOTED) 15.(G) THIS PRODUCT EVA"71ON MEUMENT (P.E-D.) PREPARED BY THIS ENGINEER is GDAM AND DM NOT PROVIDE fi� ALL ALUMINUM SHEET METAL USED AT CLOSURES SWILL HAVE 3105-MI4 ALADY, INFORMAIION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE Snr CONDITIONS OEVWITE FROM THE P.EZ (b) CONTRACTOR 10 BE RESPONSIBLE FOR THE SULDCTIGN. KOCHAM AND NWmjATWN1 MLUDIW, LIFE SAFETY OF I- ALL SIM SHEET METAL PANCUS SPALL HAVE STRUCTURAL QUALITY STEEL ASTM "S3 GRAM SO Min-, GALVANIZED STEEL THIS PRODUCT BASED ON THIS P-E.D. PROVIDED HE/SNE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/Fy- 58.3 kol (AFM ROULED)� THIS DOCUMENT CONSTRUCTION SAFETY AT SITE is THE CONTRACMn RESPONSMM. 8 ALL SCREWS TO BE STAINALM STEEL 304 OR 316 INS SEINES OR CORROSIOk RESISTANT CQ%TU CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL Of CONSIDERED RNAUD W mowim. $0018 */ 50 kbJ YIELD STRENGTH AND 90 b0i TENSILE PROWTH AL SHALL COMPLY W/ FLORIDA BUILDING CODE SEC71ON 2411.3.3-4 (d) SITE SPECIFIC PROJECTS SHVILL BE PREPARED BY A FLORIDA REGSTERM ENGINEER OR ARCKITM WHICH WILL 9. BOLTS TO BE ASTIA A-3117 GALVANIZED STM_ OR AM 304 SERIES STAINLESS STEEL. WITH 36 e. MINIMUM VIELD STRENGTH BECOME THE ENGINEER OF RECORD (F-O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E D. ENGINEER OF RECORD. ACTING AS A DEUGATED 04ONEER TO THE P.E.D. EPIGNMEM. SK%L1 10 ANCHORS TO WAU. SM01L BE AS FOLLOWS: suaw To THIS LATTO Y14E SITE SPECIFIC DRAIMINGS FOR REVIEW (e) TAG P ED. SHAILL BEAR THE DATE AND OR`GPW SEAL AND SIGNATURE OF THE PROFESSIONAL IDNOWER or t/00 TAPCO14 ANCHORS AS MANLIFACTURM BY ITW. &A.M. INC. (MIN. I*c-3112 p.&i) RECORD TN4T PREPARM (I 1 /4* 0 X 7/8' CALK -IN ANCHORS. AS MANLWACIURED BY DEWAIT W_ (MIN. 1.-Xm p,.Q 16. SMRM PANEL MANUFACIVRERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM FARtL IN 014-tO PANDAVIIE FEMALE 10 A PANaMATIE PUS ANICkOft. AS MANILWACTUM By EUCO CONSTRUCTION PRODucTs ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LAEIEL SK4L.L BE PLACED FOR EVERY OPENING (f,­3350 P.o) L40EUNG TO COMPLY WITH SECTION 17094.2 OF THE FLORIDA BUILDING CODE AA) MR4WUM EMBEDMENT OF TAPCON ANCHORS INTO POL%O CONICRETE SKALL BE 1 3/4- AND 2- FOR PAND.MATE FEMALE 10 & PANELMATE PLUS. AZ) MINIMUM EMINEDMIENT OF t/4-0 V 7/8- CALX-IN ANCHORS SK#,LL BE IS 715- INTO CONCRETE. No EMBEDMENT INTO ANY FINISH MOLTERMIL SK46LL BE PERMrTTM 1/4' P-20 SS SIDEWALX BOLTS USIED SHALL BE LONG ENMX;H(SHDULD ANY FINISH MATERIAL EXIST) To ENGAGE 3/4* 0111D ANCHORS. IN CASE THAT PRECAST STONE. PRECAST CONCRETE PAWI.S. OR PAVERS BE VOUNG ON THE DUSTING WALL OR '�GEN FLOOR. ANCHM SHALL BE LONG ENOUGH TO REACH THE NOUN STRUCTURE BEHIND SUCH PANELS. ANCMDRACE SMALL BE AS MENTINM IN A.1) AND IN A-2). 41 (8) 10 EXISTING CONCRETE BL&-, oft, NO. 44167 Ar - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY IT W, BURLOEX. WC S-0 FLORIDA OWLD" CODE (Mgh Velocity Nu am Zone) I rp -0, 20 UGE GALVANEEED STEEL STORM PANEL 1/4 ' 0 X 7/8" CALX-IN ANCHORS, AS MANUFACTURED By OEWALT INC (f.-I 500 p a i,) - #1 4-10 PANEL.MATE rEMAUt 0 AND PAN8jmTr PLUS ANICAM. AS MANUFACTURED BY ELCO CONSTRUCTION or PRODUCTS X�A:Jwkw�, .. __"I. - Pitow" PRWUM. Ut _4 �11_ IL EC0,wc em ILe 6 WRIXT Dow. FL &W. IN, - AKINKIL APN mom "")MO-75A FAA, ")on-Vw 20-175 -pom-� Ae am­- M-1 - WIANNA; ft $KIM A I" ti P.I_ FUS" Lk 0 1 11 OF a cn -cu > 2 CD_ ca. 0 cu (D p S_ o 0 U- L�m I,- cu cu 0 cu 0 ;:ob, E 2 0- Cnu 40- ce. m c U) z z w mi C*4 CL) L.0 C3 CL. - C= V� C= cm LL_ CL_ C=) Z 0, ,j 3c m L cu CL) CE 2 In CS u COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS Y/24 INSTALLATION '-D" FOR SERIES 2000 AND 1000 E-Z HANG STORM (SCAIJE 1/2-1 j_j* sm� V/24 r.'/2;""' (SEE "m 2 MOUNI, r mee 2'/24 le V/24 (m HIRE 3 BELOW) PANELCUINTO POURED CONCRETE OR CONCRETE BLOCK 0 Lw.H FDA CO11KAE7It SOL r CONCRETE ANC.0115 Iq '0w," (m $014mull ON sman a)- M. wo. wk a 2 IUAs an Z __,5.IW (TOTAL WK") 2.250' 600com Awm -9.w nz 4 4 cn 12100- (EFFECTIVE W01H1j- NO ow 30 1/4' -T ---I M , t Irp, 2 T SUM WON, I 3w- Ij PAPER) _500' 7­1 T 11 60 X . %, L. I Num "%*M= Sim EDGE J- AM -633 latem PANEL) FAMI� PANEL) of",eff'o A_ WAIVED ONCE 50 kW*" DETAIL wr HIM 2. S. 4 BOJIM DID PNCL) 4 BUD Nm 4 vR SEE NOW 2, 3, 4 mum 11 1. 1 r-10 ONLY. IIV,7 4 .1 "IMM) t - --- -------- vw-w 44Jr m cu IF W/ - I I I 1 H, 1 1 1 KIM, STORM PANE 2.-70' 40 X L. > 40 % -L' T REWRSFO *tJ* TRACK 11111 11 1 11 11 1 SEE eocuu, RIEVERSM *h' TRACK 0 1 N SEE soem" FAMELMAIT cryp.) FORM. new WE 1043NUE CL SET NOTE 4 9�aDw_ 3i SEPAPAXION SEPANum wzzw_ MR 10 MAIN. M CLAM ON ow m so. c WAY BE soopmroc Five;L's-poo UP co"C" 4404m. $a nor 11 m A. I %h a- W/ NOR" EDOE. SEE AV TO Guam. TooE OR WAO TO HE INSTALLED AT EACH AUNNIT An, ALIMAYS PAZ% TYPICAL ELEVATION FOR 2000 RIAP HANDLE TO FE Typr-AL E E-Z BING RM P IF XTENDEII TO WE INIFEALUED FIM mim of sfmUCTURE. I 4_0 ANEL LM Mis" OF SrRUCTLVW_ E-Z HANG STORM PANE % -1/4"Mu, UP :3 ISOMEIRIC VIEW DETAIL A oocr END UP W/ HEMMED EWE j ROL40M CORNER 0 ENDS OF PANE 'S SECTION 0 SEMON A SAM 2 ow Z \ 7 77 7 Z 7_7 -77"7/ j\_7 \_7 \17 . (N.T.S) NU VW - 11 mmum 006 (1). DMM= OLSENS-IffiDt E - Z HAND STORM PANEX SYSTEM COWJSW OF PAWL L TRACKS AT TOP A PMamAn nus OR is* LONG (rAY BOTTOM W/ PANim"Tts. cu (1). DEFINITICIN _2EMS-M: E - Z HAING STORM PANEL SYSTEM CONSISTING Of PANEX - C-1. TRACKS TOP & BOTTOM. (2)� END PAWLS SHAU ALWAYS WE CONW7 j. EXI NO, BY w to TRACK SMALL BE EAjE 2"x5*Adpx,) ALUM, PAWLMATES OR. MFUSM 0-m (2) 80,=SHAU. ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP 00 C.W I. PAN" IN, Iv PPOIADM AT TOP OF SLJCN PANELS cm) 6061-TS Aburn. ALLOY UK (3), IF END PANELS ARE WNG Pan WALL ANQ INRECT mawam IMT, r 125* TRACK. CONNECTION SHALL CONSIST OF DESCRIBEID 0 worn W7 cn "Z/r TO Nuy OR I/Z"6314" W. THUMBSCREW` WALL hMfmwo 11bw. /A*- le M.S. 'u, vm 7 TI Ay PROVIDED AT TOP OF SUCH PANELS cu I= BOTTOM TIC" OF FASTENERS AT EITHER OF TWO (3). FOR CASES WHEN END PANELS AM USE JOI FLOOR TO C EXTERIOR FLAT rIANGES OF END PANEL 00 PAWLS ARE NOT O0NNW.-Y.v.A�4c&TRA%.TS-TOP BAR SLUM S, a INST, &,1WW34' SCAM 3/11-1* WALE 3/8-1, - -------- PECS 00" ON NOTE (3) AMC IN SUCH CASE. CONNECTION OF PANELS EXISTING SILL ONE INTEVOlit PANEL IL m (4). IN CASE THAT TOM I- A STOP BAN 9".00 OU-11 IRJILE) IfiEdliMQUOTA IS ONLY USED 7 EAST AIDC=�Z BE CONNECTEDCA BOTTOM TRACK (4). M=RXALLA7= WWM DO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ME USING S MAY BE USED JOINTLY W/ TKR%NLCLK �CAT Z TO BOTTOM TRAC VAY OCCUR AT ANY PANEL LOCATION. BOTTOM TRACK TO WALL w a M; No If A. 11 TWO PANELAILAITIES FOLLOWING; i SHOWN ON ELEVATION 4 We 1 .1.4% lk WAKIL.I. row c v 055 (Trp.) (5) SEE SECTION 1'. 3. 4' ON SHM 24. SEE ANCHOR SCHEDULE ON SHEET 25� EDGE DISTANCE. FOR USED At I ft IONIC.. 750' NOT NEED TO BE CONNECTM I v rm WOOLLAT" net � 40 - ,, . 'u Xrw FIRS w SUCH THAT AMMENT PAM" Q LEFT At =3 % - I" OVERLAPS RETAINED BY (2), �J NO. 44167 't NO. 44167 FIMIDA BUILDING CODE (High Valwity Nu me to") FLORIDA BUILDING CODE (High Volochy Nu can* Zone)l 0 :!Atlm T=0uMr#M =CAN BE FLORIDA SUILDING CODE (1419h Velocity mu cans Zone) CoMeM Ix 0200 ft"m PC. rp 7 emna vum m TA Now IF o&". &I. am" Oft" 1w OF 20 GAGE GALVANIZED STEEL SM PANEL j No. 4 16 20 GM GALVANIZED STEEL STORM PANEL 20 WA G&VAMM STEEL PANEL z ORI EIL IVA W W/UAM QUAIL I I w::_ ST OF -QZE GLOUL MTECWN SCALL. Ilr I' vww 00L z STOP BAR OLDM MTECTM PROCILCM, ORE. FROCKIM LW. *F/m/mD mom mmam PRowim LLic. MOO S. a smw OWN, IUI, III SWEET, 4M 11.0. 51 R. JJOI. tbftlto FL 3XI 3*m3'(idoxj ALUM, ANGLE ONAL fl. 30314 0 FAM, ("a -am P.OpL. tio4ow-mm. ra, (WHWNW_eTei 20-176 < I I' LONG NAI 20-176 AN, AN N%1KE 20-176 6063-T5 Alum. AUJDY M-N PE, Wft/mcmnm/wx "'M 6w 00,01131 Aim A`�. P.C. awom ok-Owbrill 000 A. VILLA PL SAINT n or 31 1& 1 0167 L 4 ;,momr.orm; a - SHEET NO. SH 1.21 z z w mi C*4 CL) L.0 C3 CL. - C= V� C= cm LL_ CL_ C=) Z 0, ,j 3c m L cu CL) CE 2 In CS u COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS Y/24 INSTALLATION '-D" FOR SERIES 2000 AND 1000 E-Z HANG STORM (SCAIJE 1/2-1 j_j* sm� V/24 r.'/2;""' (SEE "m 2 MOUNI, r mee 2'/24 le V/24 (m HIRE 3 BELOW) PANELCUINTO POURED CONCRETE OR CONCRETE BLOCK 0 Lw.H FDA CO11KAE7It SOL r CONCRETE ANC.0115 Iq '0w," (m $014mull ON sman a)- M. wo. wk a 2 IUAs an Z __,5.IW (TOTAL WK") 2.250' 600com Awm -9.w nz 4 4 cn 12100- (EFFECTIVE W01H1j- NO ow 30 1/4' -T ---I M , t Irp, 2 T SUM WON, I 3w- Ij PAPER) _500' 7­1 T 11 60 X . %, L. I Num "%*M= Sim EDGE J- AM -633 latem PANEL) FAMI� PANEL) of",eff'o A_ WAIVED ONCE 50 kW*" DETAIL wr HIM 2. S. 4 BOJIM DID PNCL) 4 BUD Nm 4 vR SEE NOW 2, 3, 4 mum 11 1. 1 r-10 ONLY. IIV,7 4 .1 "IMM) t - --- -------- vw-w 44Jr m cu IF W/ - I I I 1 H, 1 1 1 KIM, STORM PANE 2.-70' 40 X L. > 40 % -L' T REWRSFO *tJ* TRACK 11111 11 1 11 11 1 SEE eocuu, RIEVERSM *h' TRACK 0 1 N SEE soem" FAMELMAIT cryp.) FORM. new WE 1043NUE CL SET NOTE 4 9�aDw_ 3i SEPAPAXION SEPANum wzzw_ MR 10 MAIN. M CLAM ON ow m so. c WAY BE soopmroc Five;L's-poo UP co"C" 4404m. $a nor 11 m A. I %h a- W/ NOR" EDOE. SEE AV TO Guam. TooE OR WAO TO HE INSTALLED AT EACH AUNNIT An, ALIMAYS PAZ% TYPICAL ELEVATION FOR 2000 RIAP HANDLE TO FE Typr-AL E E-Z BING RM P IF XTENDEII TO WE INIFEALUED FIM mim of sfmUCTURE. I 4_0 ANEL LM Mis" OF SrRUCTLVW_ E-Z HANG STORM PANE % -1/4"Mu, UP :3 ISOMEIRIC VIEW DETAIL A oocr END UP W/ HEMMED EWE j ROL40M CORNER 0 ENDS OF PANE 'S SECTION 0 SEMON A SAM 2 ow Z \ 7 77 7 Z 7_7 -77"7/ j\_7 \_7 \17 . (N.T.S) NU VW - 11 mmum 006 (1). DMM= OLSENS-IffiDt E - Z HAND STORM PANEX SYSTEM COWJSW OF PAWL L TRACKS AT TOP A PMamAn nus OR is* LONG (rAY BOTTOM W/ PANim"Tts. cu (1). DEFINITICIN _2EMS-M: E - Z HAING STORM PANEL SYSTEM CONSISTING Of PANEX - C-1. TRACKS TOP & BOTTOM. (2)� END PAWLS SHAU ALWAYS WE CONW7 j. EXI NO, BY w to TRACK SMALL BE EAjE 2"x5*Adpx,) ALUM, PAWLMATES OR. MFUSM 0-m (2) 80,=SHAU. ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP 00 C.W I. PAN" IN, Iv PPOIADM AT TOP OF SLJCN PANELS cm) 6061-TS Aburn. ALLOY UK (3), IF END PANELS ARE WNG Pan WALL ANQ INRECT mawam IMT, r 125* TRACK. CONNECTION SHALL CONSIST OF DESCRIBEID 0 worn W7 cn "Z/r TO Nuy OR I/Z"6314" W. THUMBSCREW` WALL hMfmwo 11bw. /A*- le M.S. 'u, vm 7 TI Ay PROVIDED AT TOP OF SUCH PANELS cu I= BOTTOM TIC" OF FASTENERS AT EITHER OF TWO (3). FOR CASES WHEN END PANELS AM USE JOI FLOOR TO C EXTERIOR FLAT rIANGES OF END PANEL 00 PAWLS ARE NOT O0NNW.-Y.v.A�4c&TRA%.TS-TOP BAR SLUM S, a INST, &,1WW34' SCAM 3/11-1* WALE 3/8-1, - -------- PECS 00" ON NOTE (3) AMC IN SUCH CASE. CONNECTION OF PANELS EXISTING SILL ONE INTEVOlit PANEL IL m (4). IN CASE THAT TOM I- A STOP BAN 9".00 OU-11 IRJILE) IfiEdliMQUOTA IS ONLY USED 7 EAST AIDC=�Z BE CONNECTEDCA BOTTOM TRACK (4). M=RXALLA7= WWM DO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ME USING S MAY BE USED JOINTLY W/ TKR%NLCLK �CAT Z TO BOTTOM TRAC VAY OCCUR AT ANY PANEL LOCATION. BOTTOM TRACK TO WALL w a M; No If A. 11 TWO PANELAILAITIES FOLLOWING; i SHOWN ON ELEVATION 4 We 1 .1.4% lk WAKIL.I. row c v 055 (Trp.) (5) SEE SECTION 1'. 3. 4' ON SHM 24. SEE ANCHOR SCHEDULE ON SHEET 25� EDGE DISTANCE. FOR USED At I ft IONIC.. 750' NOT NEED TO BE CONNECTM I v rm WOOLLAT" net � 40 - ,, . 'u Xrw FIRS w SUCH THAT AMMENT PAM" Q LEFT At =3 % - I" OVERLAPS RETAINED BY (2), �J NO. 44167 't NO. 44167 FIMIDA BUILDING CODE (High Valwity Nu me to") FLORIDA BUILDING CODE (High Volochy Nu can* Zone)l 0 :!Atlm T=0uMr#M =CAN BE FLORIDA SUILDING CODE (1419h Velocity mu cans Zone) CoMeM Ix 0200 ft"m PC. rp 7 emna vum m TA Now IF o&". &I. am" Oft" 1w OF 20 GAGE GALVANIZED STEEL SM PANEL j No. 4 16 20 GM GALVANIZED STEEL STORM PANEL 20 WA G&VAMM STEEL PANEL z ORI EIL IVA W W/UAM QUAIL I I w::_ ST OF -QZE GLOUL MTECWN SCALL. Ilr I' vww 00L z STOP BAR OLDM MTECTM PROCILCM, ORE. FROCKIM LW. *F/m/mD mom mmam PRowim LLic. MOO S. a smw OWN, IUI, III SWEET, 4M 11.0. 51 R. JJOI. tbftlto FL 3XI 3*m3'(idoxj ALUM, ANGLE ONAL fl. 30314 0 FAM, ("a -am P.OpL. tio4ow-mm. ra, (WHWNW_eTei 20-176 < I I' LONG NAI 20-176 AN, AN N%1KE 20-176 6063-T5 Alum. AUJDY M-N PE, Wft/mcmnm/wx "'M 6w 00,01131 Aim A`�. P.C. awom ok-Owbrill 000 A. VILLA PL SAINT n or 31 1& 1 0167 L 4 ;,momr.orm; a - SHEET NO. SH 1.21 C*4 CL) L.0 C3 CL. - C= V� C= cm LL_ CL_ C=) Z 0, ,j 3c m L cu CL) CE 2 In CS u COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS Y/24 INSTALLATION '-D" FOR SERIES 2000 AND 1000 E-Z HANG STORM (SCAIJE 1/2-1 j_j* sm� V/24 r.'/2;""' (SEE "m 2 MOUNI, r mee 2'/24 le V/24 (m HIRE 3 BELOW) PANELCUINTO POURED CONCRETE OR CONCRETE BLOCK 0 Lw.H FDA CO11KAE7It SOL r CONCRETE ANC.0115 Iq '0w," (m $014mull ON sman a)- M. wo. wk a 2 IUAs an Z __,5.IW (TOTAL WK") 2.250' 600com Awm -9.w nz 4 4 cn 12100- (EFFECTIVE W01H1j- NO ow 30 1/4' -T ---I M , t Irp, 2 T SUM WON, I 3w- Ij PAPER) _500' 7­1 T 11 60 X . %, L. I Num "%*M= Sim EDGE J- AM -633 latem PANEL) FAMI� PANEL) of",eff'o A_ WAIVED ONCE 50 kW*" DETAIL wr HIM 2. S. 4 BOJIM DID PNCL) 4 BUD Nm 4 vR SEE NOW 2, 3, 4 mum 11 1. 1 r-10 ONLY. IIV,7 4 .1 "IMM) t - --- -------- vw-w 44Jr m cu IF W/ - I I I 1 H, 1 1 1 KIM, STORM PANE 2.-70' 40 X L. > 40 % -L' T REWRSFO *tJ* TRACK 11111 11 1 11 11 1 SEE eocuu, RIEVERSM *h' TRACK 0 1 N SEE soem" FAMELMAIT cryp.) FORM. new WE 1043NUE CL SET NOTE 4 9�aDw_ 3i SEPAPAXION SEPANum wzzw_ MR 10 MAIN. M CLAM ON ow m so. c WAY BE soopmroc Five;L's-poo UP co"C" 4404m. $a nor 11 m A. I %h a- W/ NOR" EDOE. SEE AV TO Guam. TooE OR WAO TO HE INSTALLED AT EACH AUNNIT An, ALIMAYS PAZ% TYPICAL ELEVATION FOR 2000 RIAP HANDLE TO FE Typr-AL E E-Z BING RM P IF XTENDEII TO WE INIFEALUED FIM mim of sfmUCTURE. I 4_0 ANEL LM Mis" OF SrRUCTLVW_ E-Z HANG STORM PANE % -1/4"Mu, UP :3 ISOMEIRIC VIEW DETAIL A oocr END UP W/ HEMMED EWE j ROL40M CORNER 0 ENDS OF PANE 'S SECTION 0 SEMON A SAM 2 ow Z \ 7 77 7 Z 7_7 -77"7/ j\_7 \_7 \17 . (N.T.S) NU VW - 11 mmum 006 (1). DMM= OLSENS-IffiDt E - Z HAND STORM PANEX SYSTEM COWJSW OF PAWL L TRACKS AT TOP A PMamAn nus OR is* LONG (rAY BOTTOM W/ PANim"Tts. cu (1). DEFINITICIN _2EMS-M: E - Z HAING STORM PANEL SYSTEM CONSISTING Of PANEX - C-1. TRACKS TOP & BOTTOM. (2)� END PAWLS SHAU ALWAYS WE CONW7 j. EXI NO, BY w to TRACK SMALL BE EAjE 2"x5*Adpx,) ALUM, PAWLMATES OR. MFUSM 0-m (2) 80,=SHAU. ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP 00 C.W I. PAN" IN, Iv PPOIADM AT TOP OF SLJCN PANELS cm) 6061-TS Aburn. ALLOY UK (3), IF END PANELS ARE WNG Pan WALL ANQ INRECT mawam IMT, r 125* TRACK. CONNECTION SHALL CONSIST OF DESCRIBEID 0 worn W7 cn "Z/r TO Nuy OR I/Z"6314" W. THUMBSCREW` WALL hMfmwo 11bw. /A*- le M.S. 'u, vm 7 TI Ay PROVIDED AT TOP OF SUCH PANELS cu I= BOTTOM TIC" OF FASTENERS AT EITHER OF TWO (3). FOR CASES WHEN END PANELS AM USE JOI FLOOR TO C EXTERIOR FLAT rIANGES OF END PANEL 00 PAWLS ARE NOT O0NNW.-Y.v.A�4c&TRA%.TS-TOP BAR SLUM S, a INST, &,1WW34' SCAM 3/11-1* WALE 3/8-1, - -------- PECS 00" ON NOTE (3) AMC IN SUCH CASE. CONNECTION OF PANELS EXISTING SILL ONE INTEVOlit PANEL IL m (4). IN CASE THAT TOM I- A STOP BAN 9".00 OU-11 IRJILE) IfiEdliMQUOTA IS ONLY USED 7 EAST AIDC=�Z BE CONNECTEDCA BOTTOM TRACK (4). M=RXALLA7= WWM DO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ME USING S MAY BE USED JOINTLY W/ TKR%NLCLK �CAT Z TO BOTTOM TRAC VAY OCCUR AT ANY PANEL LOCATION. BOTTOM TRACK TO WALL w a M; No If A. 11 TWO PANELAILAITIES FOLLOWING; i SHOWN ON ELEVATION 4 We 1 .1.4% lk WAKIL.I. row c v 055 (Trp.) (5) SEE SECTION 1'. 3. 4' ON SHM 24. SEE ANCHOR SCHEDULE ON SHEET 25� EDGE DISTANCE. FOR USED At I ft IONIC.. 750' NOT NEED TO BE CONNECTM I v rm WOOLLAT" net � 40 - ,, . 'u Xrw FIRS w SUCH THAT AMMENT PAM" Q LEFT At =3 % - I" OVERLAPS RETAINED BY (2), �J NO. 44167 't NO. 44167 FIMIDA BUILDING CODE (High Valwity Nu me to") FLORIDA BUILDING CODE (High Volochy Nu can* Zone)l 0 :!Atlm T=0uMr#M =CAN BE FLORIDA SUILDING CODE (1419h Velocity mu cans Zone) CoMeM Ix 0200 ft"m PC. rp 7 emna vum m TA Now IF o&". &I. am" Oft" 1w OF 20 GAGE GALVANIZED STEEL SM PANEL j No. 4 16 20 GM GALVANIZED STEEL STORM PANEL 20 WA G&VAMM STEEL PANEL z ORI EIL IVA W W/UAM QUAIL I I w::_ ST OF -QZE GLOUL MTECWN SCALL. Ilr I' vww 00L z STOP BAR OLDM MTECTM PROCILCM, ORE. FROCKIM LW. *F/m/mD mom mmam PRowim LLic. MOO S. a smw OWN, IUI, III SWEET, 4M 11.0. 51 R. JJOI. tbftlto FL 3XI 3*m3'(idoxj ALUM, ANGLE ONAL fl. 30314 0 FAM, ("a -am P.OpL. tio4ow-mm. ra, (WHWNW_eTei 20-176 < I I' LONG NAI 20-176 AN, AN N%1KE 20-176 6063-T5 Alum. AUJDY M-N PE, Wft/mcmnm/wx "'M 6w 00,01131 Aim A`�. P.C. awom ok-Owbrill 000 A. VILLA PL SAINT n or 31 1& 1 0167 L 4 ;,momr.orm; a - SHEET NO. SH 1.21 SHEET NO. SH 1.21 i INSTALLATION DETAILS FOR SERIES 2000 & 1 000 E-Z HANG STORM PANEL in GMERAL NaIES INTO EXISTING WOOD STRUCTURES M�, As -at NAPM AA�� �u (C TO DwMmnfil G .... G Gawn m - ,:�� � T SHOWN ON THIS DOCUMENT (PLO.) HAS BEEN VERIFIED FOR COWRJANCE IN ACCORDANCE I ) - . L�A 55 WIN M!"Whil A.&D. DIESM PNIESSURIE RA71W ("j-1 - I '/A's LAC SCREWS 9 I* aC W/ - . Sl NOT BE POSTAL" AT HIGH I/A"# TAPCON ANCHORS. AS MANIUFAVU m By tym OUNLELI, INC - . ­ - q ,� I T WON THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. YMIS STORM PANEL MALL I - 014-10 PANDAIATE FEMALE ID AND PANELMAFE PLUS ANCHORS, AS MANUFACTURED BY fL.CO CONSTRUCTION PIRCOUCTS. � . .. - , ,/I* W. THADAVED PCAC,vA?XvA . VELOCITY HURIWANE ZONES (MMMO-OADE / BROINARD COUNTIES). - 1/4-0 LAC SCREWS PER AIDS, CORRIESPONOM I - 77 � 1/4'0 LAC SCREWS mi 61 oz W/ ,. �__�_ � I -To b.srec vow MEADER L. '* � - - =. 21W WOOD "I LAC LOVE NED . � � � . - I . r MAX111,01.01 PAWL LENM -0 AQUM RATM JiLm.f.1 AND NO WAXNM ANICHOR - __ '­ 1 1/2' k4l THREADED PENEIPATION . ! I I -fL REOLARID DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1669 OF THE A - 7/19'0 A 5/8' WOOD VUSAING. AS DISTRIBUTED W ALL POINT SCREW, SOLT a SPECIALTY CO 1. 0 _& - . I . I FLAT OR V6 SCREWS 4 6' cc W/ MENTIO CODE FOR A BASIC WIND - I I ON EDGE T , mP, THREADED PnermAtiom SPEED AS REQUIRED BY THE JUIRISOCTION WHERE STORM PANEL WRI BE INSTALLED, AM FOR A DIAlECTIONALM FACTOR -_ I Em I QMi= E-7 HMO VM PAM fn SMING scmtm_r fm I CONCRETIE k K= SVAX'WM,& I L . - - - I I I - - �.__- I'- �TO EXISTING WOOD HEADS, \1 � le i , i ) ---.Og C.,,t. #I.. " 3'. 5, , , I I i i � .4 - _�� womm KD.o,a5, usom; AscE i-iG wo smAtt No EXCM THE mwmUm [A,$Oj DESIGN PRESSURE RATINGS INDICATED ON SHEETS f 1) MINIMUM THREADED PEWMTION INTO VOW OF TAPCON ANCHORS SHALL BE 1 112- AND 2- FOR FICO PANELMATE PLUS EA END . , i \ I . I , IN OF QD I , , I . j . .- ., - - INS 3. 0 DIM 12 & 17, to. AND PANELMALE FEMALE RD � � a , � - THRU 4- , -M 0,14.1" sm � �, - i I.., " . --@ . I - MLID DNLV FOR PAJAII 067ALIATIOR AS PER SECIMS I SMEET-211 06MID ONLY FOR PANEL @67m, ATOMS AS PER sF nom I' Tmw 4' SHEET -"I �� , � , / 4 4 S 4 i 1, - � � 1 6 Cwt iV - IN ORDER TO YMW THE ABOVE CONDITION. ULTUMV OCSION WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST . I , � REDUCED To ALSO. DES" PRESSURE RATING BY MIATIPLYNG THEM By DA IN ORDER TO COMPARE THESE Wil WX (&SO J CI) MINIMUM T14READM PENIEPRATICh OF LAC SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2' NO THREADED , No OF 0 � 5 - ,� 4� . -, � " 4 NO� a h � � _� I , , I IF I , ' : , � ., A A , 7 CoAL #44.1, SMS, DESIGN PRESSURE RATINGS INDICATIED ON SHEETS 3. 9 TMRU 12 BE 17. IS PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REOUIRED THREADED PENETRATION MAXIMUM A-10. MAXIMUM ANCHORS IMPOOM MR L OL . � 1/2' - APPUCAKV TO , , '/.-­10�f TRUSS , 1 ,4 '. LAC SCAM a 5* cc. W/ , C%W PTSLIRE 70 MAX=G. - I i T I I � . . RIM, ISID , . 1�2* W .HREAPOD PENETRATION � I' EIL END 01 E) IN ORDER TO VERIFY THAT ANCHORS ON 11455 P.LD AS TESTED WERE NOT OVER STRESISCO, A SA INCREASE IN ALLOMWE I) - W) I Maesew MATIOM I --. & I ­ I & :4 (SCE MAIL. 112. It . - , , , I I. I PRESSURE UPC" I GREA-Am PO4LVATE FICANUC 0 FAMICLAMME PLUS I ANY CMOUTCN toxmum PANEL I ,r , 4=4e. -M MS.IiW/32' , � TO EXISTING YNOW MEADER ,.I= I SIR= FOR WM LOADS *IS = USED IN THOR ANALYSIS, FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN CJ) MIMIMUN EDGE DISTANCE OF LAC SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS OFLAWWCC RAT" LOW" 'L* (m.) - WAG MUT ACCORDANCE W17H N.G.S. 2018 IN 110 COMM'i, 1­1 OF THEN � I . I . � T #IFIE-lA-"- I . OF EVERY I - - 0 , BLOCK BLOCK To CONCRETE BLOM To SLOCK CPPL � I STORM PANECS ADEWICY MR IMPACT AM WAO RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1602.1.2 OF CA) MINIMUM PENETRATION OF WOOD WSHING SHAIJ. BE 5/11 1/4 -20 SCRM USED SKALL K I I12` LONG MINIMUM +416A. -75-3 70, OR LESS 2 11114' BOLTEC, A , I a a a a , ISEE DICIAL 1/24 4, 2,w a 31W , * I - - 3/ 4 #,ft" SIMS I I a L. _N-r�f 10I-W-A-w SHOULD SrUCCO EXIST. AND I' WMWN FOR WALLS WITH NO STUCCO I I I I` "'. 3* I. , V (TOP) 5 = 7v= 0 1. I- THE ABOYTIMENTIONED CODE AS PER AMMICAN TEST LAS OF SOUT" FLORIDA REPORTS fOO1401-01 AND jW19-02-09, AS W NIA 12" N/A 12" N/A 12* M/A 0 1 � I I IF. PER SM 2-99 At ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT #112301-10 AS PER CS) IN CASE THAT PRECAST STOW- OR PRECASO CONCRETE PANELS STUCCO OR WOOD BOWS BE FOUND ON THE EXISTING. .66.0. -75.3 70" OR LESS 2 7/8- 4' & 4'W I C'.) 0 EA END OF 0 " , I I - - I )I' 3'* Ile 3' 1. 4. 1. . I Bottom : __I"� . i 7 CP,I I . 5 TAS-20i AND TAS-203 PROTOCOLS. VC As PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE WALL. ANCHORS 94ALL BE LOW 010OUGH TO REACH THE WM � BEHIND SUCH PANELS. 4 ) - - - --Iy T 0 ., FLORIDA BUILDING Cox 2000 . (SEC C�T:4. a - mwr;6�� 14;S's. W& S, weemur ski on" & 6ax or PANEL urmam - 3. '. 1. 1. - v (BOTTOM) i - - I - I 2 ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 2) III CA) am il,Al A PANEL. 12 12* 1 a, . SE1013 1000 4. - - : I I- -, _-NOPCI, � - __ "Go HEADS REWANCID I ---n_l ALL ALUMINUM EXTRUSIONS 10 BE 600-16 ALLOY AND VEMPER (UNLESS OTHENRISE NOTED) SEE 94M 2 (D) ANCHORS SHALL BE INSIALLED FOLLOWING ALI OF THE RECOMMUNKILTIONS AND SPIECIFICAtIOM OF THE ANCHOR'S MANUFACTURER N/A "/A N/A N/A N/A N/A 12 1/2- - - 2,gwirz : - 1 4`*_m.y ! 5 4 I it* 2' (BOTTOM) - - 1 , A. ,�/2W/.' § - SCREW ,4' - 3 ALL ALUMINUM SAW METAL USED AT CLOSURES SHALL HAVE 3IOS-H11 ALLOY 8 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING kNSTALAAlM DETAILS SlIOWN ON SECTION I TMPOUGM 6 (SWETS 4 'a 446.0. -75-3 - 70" ON LESS 2 ./w - 41, I I v : I THROUGH, 5) EXCEPT THAT WADICRso &(0 SHALL NOT BE usEQ I - i .. .. . ­ I - 1. , I /1. - SEPARATION - 32. 70 CLASS I ,/a-. %3 33 - 4 ALI STEEL SHEET METAL PANELS SHALL HAW STINXTURAL QUALITY STEEL. ASTIM A-653 GRACE 60 MINIMUM. 0-60 GALVANIZED I I N/A 1 4 1/2' N/A 3' (TOP) TO GLASS � - m, W2, 12' OC 0 ::: " F .., -FER ROLUED). - _ _ _ - � =, g - . 1 2 qa- wV, STEEL DESIGNATION W/FY- 12 2 k. (AF 9 ff SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERSIFY THE SOUNDNESS Or THE STRUCTIME WHERE SHUTTER 15 TO BE I . N/A 12* N/A 9 I/Z- N/A 1 2 1/2. N/A 3. (BOTTOM) 5 �-j .- SEPARATION i § ATTACHED TO 04SM PROPER ANCHORAGE THIS SNUFFER SHALL ONLY BE ATTACHED TO CONCKM BLOCK OR WOOD FRAME _ it 1 - I I/.,._2w/., - TO GLASS � 5 ALL SCREWS TO BE SrAVNUCSS STEEL 304 OR 316 ,MS1 SERIES OR CORROSION RESISTANT COATED CARD014 STEEL AS PER DIN . ,-, v I ,/.*o- BUILDINGS 12' -/- 1 12" N/A i2' !2 1 N/A , A- (TOP) 1� 1. I � 1:1 z vt,e, wii, I , �3/. 9 50018 W1 50 k,1 YIELD STRENGTH AND SO Im TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECT" . - - - - SEPARAJIDN - 93-11 � " 1 241133-4 10 EACH REGULAR STOM PANEL WITH LENGTHS OYER W. AS PER SECTIONS 1, 7, 4, 5, 6 AND ALTERNAITITS IS. 3* k AN ON I S@ ; - L . =j Is 6. 2. TO GLASS EVERY 06SuW` SWEETS 4. 5. 6 A 7 RESPECTNEM SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER 00 TENANT TO 12- 1 12- 9 112' 12' ! p I j ­ - _iw 5 DOLTS To BE ASTM A-307 GALVANIZED STEEL, OR AMS 304 SERIES STAMM STEEL, AM 36 km MINIMUM YIELD STRENGTH, SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING _ I 'I- 1 A- ( �OM) I I I . i I I I - I I i !I * UMM 70 KO PiLt, ASA DES" PMSLOE RATING -j- d, 4141 9 . - 1 �, 1 1 7 ANCHORS 10 WALL SHALL BE AS FOLLOWS lt� THE INSTALLATION CONTRACTOR IS TO SEAL/CAUIX ALL SWAIER COMPONENT CODES W14CM REMAIN IN CONTINUOUS CONTACT WITH r kl_�� - f :_ I �_ I . . p � I AV THE BUILDING TO PREVENT WM/RAIN INTRUSION - : i 5 * . - - . I - A j -J/4- TAPCON ANCHORS AS MANUFACTURED BY I.T,W. OUR. X. INC (Mi,,. rc-3492 P,..,) STORM PANEL INSTALLATION SK4LL COMPLY WITH SPECS INDICATED IN THIS ORAWM PLUS ANY BUILDING AND ZONING RECULAIIONS I 1L. . I, I -I (A) TO fArSTING eamm-929= I 0 . 12 A SCE SHEET 311 FOR MCNINIS TYPE * SAWONG MR MISTALUITIONS INTO W= + wouORSES Mmi. DWAIN" BETWEEN Bottom OF PANEL , ILE MAIL BUILDING, AND 0 TO BE: 1/2' I/21 , I a '. i 4 - 1/4,00 x 7/8- CALK -IN ANCHORS, AS MANUFACTURED 81 DEWALl INC PROVIDED BY THE JURISDICTION WHOSE PERMIT IS APPULD TO MINIMUM ANCHOR WYCON AND MINNUM EDGE DOW= ARE INDICATED ON THIS M. I a[- I : - k= .L- I m :1 - W/4*0 , 3/4' SOUO-SV ANCHORS, AS DISTRIBUTED By AU POINT SCREW, SOLT AT SPECIALTY CO SOADOULL FOR ED. L935 THAW INDICAM ON SMIEDIALE NUUM ANCHOR SPACM i j�,- $4 NS I i I 3 (a) DT 15 GENIERIC AND DOES ACT PROVIDE INTORMATION 1 , - , � _f 11 I /B�l ; BY WklftV" SPACING SHOWN ON SO4MIAE BY THE FOLLOWING FACTOW MR I I , . I - (MI,, fc-SOOD $,.A.) FOR A SITE SPECIFIC PROJECT. i.e. WHERE tHE SITE CONDITIONS DEVIATE FROM THE PEO I 0, A I ( fl- V ., I -1 Q!! - I � - , C � E9 0 1 It I . 4-10 PANEUMATE FEMALE 0 A PANELMATC PLUS ANCHOSS..AS MAN By ELCO CONSTRUCTION PRODUCTS, i THIS OPSAVION 70 BE PO�L ROXICED SPACING OBTAWED LM6 FACTOR SMALL FO. _1F_0 - I �L� - - - - I __ - 1, *- NUT 1 /4-0 ZAMAC NALIN ANCHICNIS, AS MANUFACTURED BY UrACTURED ; - 11 I � 2' cc --\ I MY K LESS to* ANIMMU14 SPACING PIDICARLO IN EACH AAKCMOR TYPE AT 11 I . -1 __ --I '�' 4, I .1 it I �, , C""' i + 'r - DEVALT INC (b) COI~QR TO BE RMPM51BLE FOR THE SELECTION. PURCHASE AND INSTALAnON INELLIERNG LIFE SAFETY OF THYS PRODUCT Ak*Cn LOOM : - ; I - I " � -r-" . (2'.3* -I A _1 I I - : � 1/4'6 1 I 2 I . , , I . I _.t BASED ON THIS Pto PROVIDED W/SHE DOES NOT CLIMATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT - 1 141! __ __ + + ACQUIRES me. MTMCF BETWEEN Borm Of PANEL 81 , 4 � - - 'I A 1) WWA" EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4'. 2- FOR ELCO PANELMATE AND CONSTRUCTION SAFETY AT SITE IS THE CDNTRACTUR'S RCSPONSSVT� is*= YM .__Y4* - 'L 1 2 �-- - tw-y I � 11 ,�4'1 IANELAAAFE FEWILL 11 @1_1 j - " ,I veam I � �, AND CD TO BE- 3/ir ape 4' MOTE . Coot. \ - ,, rz, - - 1 a [ �_ --I I 3/4- FOR ZAMAC NAILIN ANCRORS De "I I k 0 7=11-pe-wl - .- -c ) I 1. Kim) - -- PENICTRATKA4 12 iIr DC A4 � -1 "W" �!� IV, AMC No OMENT "TO (,, THIS PROOLIV EVALUATION DOCUKINT WILL BE CONSIDERED INVALID IF wAtOwn . - Remicst memom W a i/I I v Em. 9 j mi - I � - I . I . - 2, Tgi;y - , A.2) CALK-04 & SCLO-SET ANCHORS SMALL K EMBEDDED 1/6w INTO THE POURED CONKRETE EMBE WFECT - 1/4'0 LAC SCREWS 0 B' 0 C� I ,w C? A' L 3 . %.y . STUCCO SHALL w PERMITTED 1/4- 0-20 SCREWS USED SHALL BE 1 112- LONG MINIMUM SHOULD STUCCO LXm. (d) SITE SPECIFIC PF40JECTS SHALL BE PREPARED BY A FLORIDA REGISTERED EN004EER OR ARC WHICH, WILL BECOME THE j 3 PEN W ,� 1 , _x * , r0F rKORALMAT SONES 2000 CA FLAT 00 CA, EDGE - AND I' WIN!"Ail FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SM" OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E OR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE WWI- j , 1/0. now krTr REQUIRED A a* M1.4 � 2) _10 i; =T. 3 1 3 I /pa 3 1 4 014 PAIRUATE PLUS A/ '. � ! � 1g-4.,3(.,,y. A/ ,x."2. BUT WITH W04C WM PROPER USE OF THE P ED ENGWEER OF KCOAD. ACTING AS A DIELECATED ENGINEER TO THE 1 "HIS LATTER THE SITE SPE 0 S FOR A � =t w 0IF" -. PENETRATION 0 12' 0 - � � , at S[Rg M Ce'd P.LD ENGINEER, SMALL SUBMIT TO CIFIC ft%*WG EVIEW I flAwn .003 " ___. -7 M-1, THUM :,_ - -1 I" 1/4-0 LAG SCREWS 0 a- 0C. W/ A-3) IN CASE THAT PRECAST STOW. PRECAST CONCRETE PANELS. PAVIORS, STU= OR WOOD BOARDS BE FOUND Off THE I Ilr mm - =14j;4* WOW ; Lio 0 =%. ;�. ,29441_ , I - I - � 11/7-�� THwCam I la;,. THREADED PENEMING. (0) THIS P.E.D. SHALL BEAR IRE DAT-E AND ORIGINAL SEAL AM SIGNATURE OF THE PROFESSIONAL 2 'Ir I - E - - I T. Wft FLAT OR ON EDGE ALTERNATIVE 2-W 1 I I _ 2 . WOW 'Goa REQUIRED , OF KATE EXISTINIC WALL ON FLOOR, ANCHORS SMALL OF LONG ENOUGH TO REACH THE MAIN STRUCTURE INEMIND SUCH PANELS ENGINEER OF RECORD THAT PREPARED ff '14 FLAT RAT On M "a ANCHORAGE SHALL K AS MENTIONED IN A, I) A940 IN A2). r - I 'm I IOU N SCALE 1/4"­' . PLATE KOIJM - ". - " --- (a) - - -.5 BLDGN WALL ,ASXS_-2k 14. SAKJ`rTCR MUIUFACTURI LABEL 94ALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM 3 1/r I - I Im ALTERNATM I IV I'll .. PANEL SHUTTER IN ACCORDANCE AM SECTION 1709.9.2 OF FLORIDA BUILDING CODE ONE LABEL - , . BUILJ&�NG ! 1/=1. TAPCON ANCHORS AS M"HUFACTIJISED BY - I W RUILDEX. INC� SHALL BE PLACED FOR EVERY OPENING LABOUNG TO COMPLY WIT. SECTION 17099�3 CIT THE SCALE l/.*.1, . - 1/4- 0 A 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DIEWALI, INC FLORIDA BUILDING CODE jmm, . ­ I I - INTING ALTERNATNE 4"W - 1/4- 0 X 3/4. SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. WET at SPECIALTY CO ,UmV1,0MSAN, I INSTAUATIM ARE ONLY YAW FOR BURDINGS WITH "D. DESIGN LOADS - � %ow - 114.10 PANEIMINE FEAAUE 0 AND PANELMATIC PLUS ANCHORS. AS MANUFACTURED BY LICO CONSTRUCTION P little %0-, , - I UP TO +860, -75,1 pat AND PANEL'S LENGTH UP TO 5*-106 8 -:�� 3 iew SCALE 1/4-.1- - 1/4- 0 ZMMC NNURI ANCHORS. AS MANUISICTURED aft DrWAI INC A.../4. :. I kj,,,� ...... ! IN . /., � . .... . . 'e." �- Nr, SCALE 114'-," V, I) IN Mum EMBEDMENT OF TAPCON ANCHORS. ELM PANEUMTES AND ZAAAAC NNUN ANCHOR. IWO THE . . % - R.QWOW _. A i *NLIEWiTIVE "Ok . "% . Poit No. 2. W/ SPECIFIC DENSITY OF 0.58 OR EQUAL I . 1, pys. am ", * 2 FOR NEW WOOD FRANZ CONSTRUCTION 0000 MEMBERS TO BE SOUnwR 2 , , ..... : Gi 1.�"_ E . - 4 I " �C.�: -­ . ... . I ... . Oi - A N FLORIDA IIIIIIII.DiNG CODE (man High velociity cars : .. E' . ��__. ,ii cn,Y4,pp , % �. VNIT StIALL BE 1 1/4 � ., .. FLOPJOA BUILDING CODE (Nigh Veloccity, Hu canit Zona)l I _1_Q"`_, , , " ", .. * ' - . . . - FLORIDA BUILDING CODE (HIgh velocity NUT con* Zone) � RLAWo. WC " 1 J .. " 4AID44 7 - STEEL STORM PANEL COMPA, - z .. 9.2) CALS-IN BY SOLO -SET ANCHORS SMAU BE EMBEDDED 7/6' PRO THE CONCRETE BLOCK UNIT. NO . 24 GAGE GALVANIZED , No. * 1 .am Itum ee� rp = : No. 4 67 . - -2020 TILY000, INC 2 - - = : :*- 20 GAGE WVANIZED STEEL STORM PANEL 11 STUCCO SMALL BE PERMITTED 1/4- 0­20 SCREWS USED SMALL BE 7 1/2- LONG MINIMUM SMOLIUD,41�NEXIST. * 2 Is, .. * - or," 9, SU SPECfICATW FOR LV a*: . * 20 GAGE GALVANIZED SIM STORM PANEL w� w Am I. MINIMUM Fm WALLS wytH No STUCCO. qml�__� Z�7�IrE_C 0 �_, � GLOBAL PROTECTION FRODUCIS, ILLC. '^' - Pw - . = G� 1 4" - : i t S% S . To= QAYPA�r SA.AT TOP z . RED, = 1. : - TATE I .0% - CLOW PROTECTION 91/mimn 1000 Z_ --.' STA 0 ,f , . Am SIT 11 SWAP - MR T�( � -, - r'k�fr , Ri .. 6� �!77�s_,� GLOBAL PROTECTION ""ne"We �Oml . - Wff- A. MI. - _. , . � z Aboo FIT 5 STREET - . .. "I.M.-I xi�_M AMPME ".A,SmI_-nMmL FAA, OWAXWW', 20-1 S op ... I - MDucm. LLC. am I Man' 'k I - I S .r, - -1 PRODUCTS. LLC. DIE 8.3) IN CASE THAI PRECAST STONE, OR PRECAST CONCRETE PAWLS. STU= OR WOOD BOARDS �_ . , - D.. __ zl�l kTE 5 �0. - - . .m 1% 61 snw . ALUMAME TOP . EXISTING OIL ANCHORS PULL BE LONG ENOUGH TO REACH THE MAN STRUCIURE BEHIND _­Ahs' 7 - PAT -­ I - A`- .. a,g4 - mm . ; ly/hill lil., W� IMML III. 3"14 691 ANCHORAGE SHALL K AS MEW04M #4 B,I) AND IN 62) !t.! - j- i-. - I We I Peeew- twea,� FA o#/7 - -- � ,L We. 1.10M 20-176 �7f= CAM BE comomm IN ANY )R =&TIM ­%,,,""'��j� " / - -4...- I AM, " , I I I X.P., .z �,_ WE. CA-TICKWI19 �t � �ce .:- -.- - w ' - '"lese-A", 20-176 (M-)@"-N� FW :�o _=. ,Mme, OpoiSms-rtme, '. "`%1N,W,O`,fW%0" -E SEIA/%G.Init/� - P" ! I - mo�--..,�-- "_ ! - 1 M. - We __�Hw *;Ait al *9z, 11 . I I I I C.-Wealne so� - PAY TO SICT WY INSTALLATION WALL. ,/A- . Iii N" - - Q.-Om" - 0"WeNo MA . - .... ­*1 WA,IOWUWAM "BAMM&NIb"Ot *44010PE �'i - !_-, - I - I ; , INV Be We U I I NOTE 10,1111A TIUCRS NOT SHCAM to CLART" -L VAL/�""It n1l am-1 m!%Ii =�m I ; "KEY III w !j . __ __ --------.& . , . - I I - - . . . COMPONENTS FOR REGULAR, UEE SAEM & E-Z HANG STORM (SCALE 1/2-l') PANEL SYSTEMS - __ - __ __ � .. -15AW (TOTAL WIDTH) - ..- ___ - - ----.------- - - - L'ar- - - -- 1 r . _�_, - SCC. " -I 'To' - -- -- -- - - --- - - -M500i (EFFECTIVE 110110- - - -- ---- - -- --- 116- - - ___ . I 6 1/4" PYP�) - - - _- Izw _. - 1.350' I i ��- -.1041, j i f- __ T F� `� I � 1 �=* - _too- . I - : V.sw -1 - .7w - 4"IM4. .374�-- .125. 1 _110 ANGLE 0 0 1/4* _ � ,- 106' - � an 0 it Iff Ole , GARY K REVIC"[0) - " � "' I I �250�11 � ,41 , � I _r__\ - I - - I I - � - - I I �____ oQ24* mw rAce * � b , ; 3.375* � , - ___ t I - I ___70 'wr 1 "I. -t'-- 4� ,.,� ,,A, 4 i 01MED EDGE :-- awwlm= STIVEL /��. ASOW Aft], TYP /GAAW , 1'� 2. , 1. . .04 l - - - am - - . "', , L - - DITAPL A w . Xv. G 0 GALIL w WMWEQ 2.125' EDGE ' j I I _ _ , - , - - ___ � � -,.,w---i lik I __?TvP.) (TYP ) - ___ -- ------------ ... (D STORM PAHM 1 -,.3m. - octlim. I_- I- . � .375 - 2.DOV-- __I I PANELS SMALL WE OWN= ALWAYS FROM LEFT 10 raw W/ f/v LEG - 2�30r -- (�) " No H (�) "F' TIMCK (�) ANGLE WITH STUD a EW AT LEFT SOL OF PANEL v � ; �1* � Aulft v END q. I,--,' - . � W/ wmuw EDGE "I I- toos* I TIP. TOP MOE . OF PARILL. �1_ . I6."I I " PANEL - 0.024* (Ilkinj GALVANIZIED STEUL I . 0 . �, -,w - I __ � I'AW . 133" Ii I - , , - - 8 I I 1 .. �� � , � 16" . . - , - . I 1<zz�_�� 0 I : - -I'M' ? 4j, .�.�. p.m . � _ , . . - __ - 042m. I 7/. -- C. S, I . 37 1 0 250*0 I -1 .1 -- I - - 2-59" - - - . ­ WIWIEE� _ -, _�Oc- I - LTI� '. , 1�1 , -g OR (@0 - 2.2W - _� . ISOMET]RIC VIEW WTAIL A " I I lik, - � t. ,i�Wva_ "In I I . I I f , - Irl ROUNDED CORNER 0 ENDS OF PANEVS �.Iil__ I, - uk 095* . I , - - - U.M. - � 125, END UP W/ HE&OAD EDM T-2.379' - ­ (N.T.S) I � ,375 TV. SOTTOM � MrAff- 1 3 750' 072* 2-500" I - .. M7. .091, (FIT, ) _0+ KEY HOLE WAS= (�) 3105-1,4154 ALUM. ALLOY 1 t - UXGE OF PANEL (�) KEY MZ AT PANEL i - -- __ I _ I Z 124- ­7w .SEE SHEET S FOR ADORKPIA1. Alt3* UWATOM IF SAM LOOM 6 I f. , 091. I - - I i 1 150 1 i I - .375' (�) SLEM2 JIS I hm- umm - - .125" 4 - ONLY VALSO FOR 467ALLA704 #00 WOOD snkcnAn A. 13.r- I .A - I I . - I 1 2ow - 2.00,. I 3,750' L; ­i23" , - - 2.ma* ­ ,W, - - ,..Ila . I i 0".) 1.05010 L _ i- _ _0 10010IL- -W 1 �.7w .250% 1 (2) REV. -H- HEADER (�) 'U' HEADER I I I cryp.) _f - -- -- 1, mpt. m 5, AA- -- -- @ SLEEW I' MA)L - 2.OW---- � j WMIA (@ ANGLE witutwo 0 "J" TRACK @ PANEL NAHGER .M4' - 3.ODD' ,iai� -z � i -.:-.,-, - I I I .012* __Tff .", _66- - - #AN 'I - f -_3 - � fl-�O .4!5, - "51 , - T � _ . I ' A . -�-. - C t.871 * I - 1 2QaKC I . .125- .11111' t ,,:�, 0 (m) WIN, 0 0 .... - "'11% (11 114- WIDE) /, -'s �J!P (USE 004LY FOR E-Z HANG STORM PANEL , - .,�� t .. �� - ' \ I .*� . "' � .CEN4 --� SYSTEM) 6063-TO ALUM. ALLOY 0 I. * I * : No. 44187 _... FLORIDA BUILDING CODE (Mon Nigh Velocity Hu Zone) - * : Ir It 1.1'. ev"m ,� 7__M� ,. ,. ,2. I 0611 v I __.__E -I- , . , lvi. it -$-. STATEOF INC. �: AF - 24 GAGE MVAHM STEEL STORM PANEL WOW, IN -- 2-000- - OYP _2EE._ _ - - 250 . I 1­_.. 1k. - L_ Am % _ . . * , A ..* � _,2 " ' top -0 " * . 1��'/ I 11LIEC Omc. GLOBAL � wmi� U.C. PROTECWN PRODUCM LAW, an S.". 5 sww @gUlig-OUT -M. "r (B BUILD-OUI 'F" TRACK @& 4��WASNEIRIED WHONLIT �,---'�, 'r- " " ""M a DwAn� Wriemee, - Wee - __ CA -WWI$ � SIM m.'A, �' M4)60-7bW 004 IMAX. 20-175 w� - TR= ANIM I (ZAMAC 3 ALUCY) P.E SIVA/SGAMMUREVOGATE . , "= Ili 141;1 I" I i " 11"' I ! i it - _____ I 6iwii; M,�ll;nl;,-,.L'Illm4i[.:,It.l� MAXIMUM PANEL LENGTH "L+' OR "L-" (ft.) 0 MAXAMLIM &S.D DES" PIRCSSURE RATING (P 0.) (A or -) CONCRETE A, VICIOD INSTALLATIONS t L+ L, 200 12,-O* , 12,-O* 210 W-0, 1 I *-a' 3120 p V-a' 10*-#' JOLD lo'-fo, W-a' 40.0 to*- 1, -;;_-I- I" V.- - _ -.-- 304 - 11-1. __!�-S�!_ 8�4* - a&* - __ AF__7__, _i;_4;__ _i_3007 - - - __ Aii.-O _dSo � 7*0 __r:_3;__ W-0, i__4 __ - - - �� __ r4w 75.0 7*-V $,-I-- MO 71-21 6,-?* no I...G. $*-a* 90.9 r-9- 6--2, no 81-9* 91-01 � pomo I.-,. a'- r?, 105.0 81-3* S'_q* ___I "" I - ?Ila I - tR j I ?IRS - I - __ nNG (olf.) AND CORRIESPIONIHN 1/4. 3/4, 4/5, 5/5 III 6/5 CHrOUI IF OBLY FOR KGULAR STORM +2/4 iw/s. 2W/B. 3W/7 k 4W/7 M04M (SEE 504EDULL ON 3* MAX RM. CONCIRM BLOCK ifir WOOD (t) S' VAX SWEETS 0, 10 AII I) --- - - I - - ---.-- - -I- MIN -7 r ANN -,-- - - - �* � . SING11 PMEL!KCI)SMMUMM AT EACII 6 a 6 29 , I a D.M..OAJ).@�FT -I-- -I-- r7T=' - i­_ �r�- 7 -r--F- _T_ T _F­ -1 - T - ----- V -1 b1OUM= AT EAC14 F190's r I I I . I . � . MAXIMUM PANEL LENGTH "L+' OR "L-" (ff.) 0 MAMUM A-S.C. DESIGN (P. 1.) (. - -) CONCRETE & WOOD OWNAA706 t L+ I I-- 2CLO W-S' tj,_O` 2AO_ W-10, 111-r j" W-A" ro*-r - __ J3.0 lo�ro' 6�1. 4ao W-d" _ 0�2- 4&0 a.-,. -ma- - -,.-,. -8,-71 6�21 - - - Sao *I-jr, ?--a- - foo - - #__o_ r_vs;�_ ___ 4i_0__ -r_;;- --);---Z- ____ji_0__ --i--r- 0--tr 710 71-2* 61-81 me- ?--a- 6,-S' fto - 90.0 __L__0' - C-It' _!L_j_' 0�1* no Ir-71 3*-IOI - Two . 6'-J' $._ folo ff'-3, 51-41 110.0 - 3,_11 F73.0 - - - 4I-fol- , ftf.$ . - . #'-kr MINIMUM SIEPARKFM TO CLINSS SCHEDULE MAXIMILAW PAWL( LENGTH WND SPEED 4 170 ­p.N - WIND SPEED > 170 -P.h - In) UNRESTRAINED I RESTRMNED ------- UNRESTRAINED T__ WIESTRAIZ 30 On LESS I. 1 I r_ - 6' 6 I - 133 70 90 I. I I- -_ - 7 1/2' 7 1/2- �90 TO 1.5 1. I I- 7 1/2- 7 1/2- 1 1. I '" I - JAMIU11 Hill PAUrt I FMrAM fin% MR A GMM UOUNTING CONEHMN W"40"5 , I I �_ I 11 I � i I I I I � [ lil� I I IL � ]] I I 1-1-1 : , I It -1 --li, � - I � ___­__.._ .'I- -1-1. -1, � I - I '. ,�v -1 1- I - - - I ­ __. _1 it' .- ­C1 .."�"] , I , , .---,,I - - -1 - - I I 9 9 I i UNBOLTED PANELS t, 4 1 1 i : 'm - ._L _1 I - -I " - . BOLTED PAIWEtwS 1. ' -§.s- emy W/ 0 OVERLAP t (SEE SECTIONS AS APPLICABLE) 11 � � U.S. (SEE S%ETnONS AS ; ! I I I I 1 � it - �. r I I I , I I I I [ I I I � I . ­ , , i . . 1 I I i i i . I 1 , � I I I i I' , 1 � � 1 I ! " i 1 I' I I I I i . I_ I 8 I I D.M..(�)- (j). - ___ i L� I I � I i , , , - - I �I U L4 1. ,I I i I - -�,! - ­ @ or 9 .4 . al , - -.r Mo - �L I I ; iii_ - '- __ - - - 'I. Z. I I I' #AN. i � 1_01B.2/4 1/4. 3/4. 4/5. 5/5 & 6/5 14.11111116. . 210016. 3W/7 At 4W/7 - - ­AWHOSIS (SEE SCHEDULE ON SHEETS 9. to ATI * - - - - Lear N.T.S. L In ELEVATION I /-* M. GAP f_ a (WE 0~ .1 WICEE Wum I -,---,� .U. 1.5"XI.V 11JLD­GUT lt�v "Lo-D, I - STUD Ir il,­ mcm MOUNT HEADER . LAOS ANGLE TRACK I,= DIRECT MOUNT 46' 1. '. - - 1. - - w _Q=L '. 50' 4 IS")11,5' STUD ANGLE 35- 1 . 32* '. 42' 1. ;7- Cx) -r TRACK 551 i '. 1. 42" 67, '. so, I V m SHM 1 32" '. '. '. w I 50- 1 32* 1 32" 1. Go- I $a- I swr .V,;�Ii__ __­�_ I w-J' N--/ \__/ \-r/ SECTION A -A i-T 01 N1.S. mmm (1) LA; WAXPIUM ALLOWALE PANEL LENGTH FOR A GNU POSITIVE ASA DESIGN LOAD. L­ MAX ALL� PAM LOOM FOR A OWN NEGAT &So DESIGN LOAD. ,2, PROCEDURE TO DETERMINE MAXIMUM PANEL UENM GIVEN A POSITIVE A.S.D. DESIGN LOAD. DEVERWIE IMxbRA0 PANEL UDKITM 'I.' FROM SOMILE. OKA A NEGATIVE "D. OEM LORD, DETERMINE MAXIMUM PANEL LDOM 'L-* FROM SCHEDULE FINAL MAJMW ALLOWABLE PANEL LENGTH 19 IDOUN. TO 7W MIN" WOW" PAM LONDON orrsm *L.' AND *L-*. (31 SEE SCHEDULE &%ft FOR Mf#, PANEL UE1,1014 FOR POROSITY QUALIFICATION, . "SIMILLAO0045 INTO WOW ARE UMffED TO I, 95 wed! MAX A.S.O. CESM PRESSURE RATING to III It FOR Mo. A.S.D. LOADIP 1, MAX PANEL LENGTHS FOR I ITERM SPACES & 6 USED : ST : : 1'.. a , � ,* ; -s� ed, * .44167 '-. I * : * I - ii�� TATE OF '* ��p -,k�,_' ___ O�Tit. ;i , ��O, �/�-K; 03M ILOM PC. ______ /T UE C 0 m. \ 24 CAM GALVANIZED STEEL STORM PANEL F.P. ar� 91 GLOBAL PROTECTION PRODUCTS, LLC. � 111. TIT snw awiL FL 3:011 PIM, (ON)M-Ibw "a, 0-Nes-em a/u/=" CATE &---xr-- - - - "MRA-mm �C=A:- .............. CA-GM?tt 1= Sul J, Fix "I 20-175 � MA, ; 1 - - Fw.q ! I I I own 3 w is - INSTALLATION DETAILS FOR REGULAR PANEL INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ONO _"M _911MVIT.01"C'E"' � - 91ZCONC;=LCCxW �­ .,� RECURRED . RECLARIED 11, CONCRETE ANCHM ; CONCRETE ANCHORS -_ (SEE SCHEDULE - 'a I (SEE SCHEEKAE ON I . ' DUST" POURED SHEETS 9 THROUGH I - I - (1) SHEETS 9 THROUGH 10) I 4) OONKGRETE OR F_ - I I--- _j Commm BLOCS - f/4"it-W-I" I/,- 1/4- : �­� , I _' 11/4" REQUIRED (5) -S I'�e" i . .w I 1/6" 04 . __ __ - - _w, -- --.-,--- CONCRETE ANCHORS ,.:,* -_ - - I I I = SCHEDULE OR � I I E.0 � "' SHEETS 9 THROUGH 16) - I . � - I - - � m I EQf I ��-�,r;��',%, - " . I . . . . . � p - ,�`, I r - I I � . : -0) I _1L : -T I i (j) I I .. , ­-., : i - ­ - ----L,- � L-----.-' -1w- qoo��_- I 1- I14"o-emet, � *` FL-D , � I I ) - f ...... I - - � � �F­. - IT - _... ,4­ -_ - 11 , oft IT 4.� - -1 . I - � . "I ,;`:I I , I I SEPARATION , , i a SEPARATION T _01E�. �1. �­ TO CLASS. - - � cas a 4 TO CLASS : ==-.) � -14" " -1� " : EXSwfi_j (SEE SCHEDULE : � UNCIP 0:141 1 IL" Mo. (SEE SCHEDULE f . . . . . . . ., � "I I CLASS ON SHEET 3) 1 PANCIL. LENGTH ON SHEET 3) 4 I" I'm I I . : (SEE SWEDULE I 't, mee. i1filn. SEPA�Atvf v M.A. i I ON SHEET 3) : �11` `;5�5 I I PANEL LENGTH -4 a CLASS. PANEL LENGTH CONCRETE ANCHORS t_ - - L 4 . I (SEE SCHEDULE (SEE S09XU � -44 1 ON SHM 3) ­-_!_�F21_ L ON SHEET 3) 1 (SEE SCHEDULE (SCE SCHEDULEX ,4 10" . a I _____ -- I ; SALLEIS 9 THIRD I � I I . i __01 IV = I Sax " I - , I OF V _1 ��, ", -� .24 :1 -01 � I i ,Tg ,,, � . I , ,,j '. ", 11 VAX, I 50% �11,��, �1'1 , , - I - - . .�, I 4. 211 Of ^L1 @ - - , : - C, ') E.C. ��V',-�., I a.., ".- ,'V'�' i MAX, " iW, � I I -L � T me 9S, -1 . 1111�1.1,�,�` , I � � 1 .'04 �Z/,;-�,, I I I � - I * , , ��-,` �. �. I . 4. , , � - " � I , ��.. `;,�.,',`� I ��?�,,, _-� � � 1­�,,,.� � � , I , , .�f., 10 : /­,� . f;�' �' , i . I E.D. I , A - I La. :,; " �� E.D. ,"�,�'� , : ;/M­7 . ! I I �-."111 * I 11 I f�'�'­_, I 11. DUSING POURED 1�1'­­ � 1) I � m �,z�4 � ., . - . I EL - . � @ I '� " "'; I ,: I 41 12 1/2- O.0 t - - '. ; , 11 .... I Ir- , CONCRETE Oft - I F APPLICABLE) Zz"", � - wl= . . CONCRETE BLOCK I _�' CONCRETE ANCHORS ,i) I t -1 Im , ; @__ - _'[D-10- 4/1*im RK amm ON REQUIRED. I - I . I __ I (SEE SCHEDULE ON - _ - I - __ j , ,/; &L " .1 WA , SHEETS 9 TWO" 101 � .. ' , Etc. I ­ . . � � -� .. � .. �� - . I �, LEG LOCATION - 0 ks., - , I VA 1my=.= , I ITIONIATE "', �-.; I _1 .; ': AM USED .za WHOM EXISTING POLM CONCRETE � I . ,I'll - , . - . . (�) PANEUWTES OR CONCRETE BLOCK ALIERMIE CONCRET�_ _W.M REQUIRED. O=RED CONCRIETE 9L CONCRETE ANCHORS ARE USED. ANCHORS OCK( REQUIRED. MGM" w/ SOLk- (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THROUGH I 0) qtmp:L�w Lmpumrlmc NG WALL MMMM � I wiwm __Q � DIP= MOUNT WKI. SCALE 3/9-,. W%, ; " Sit" I of A. ..,.. ..., .......... . . . .. .1 .. FLORIDA BUJU)ING CODE (Non High ValocIty $HIM one Zom) : .* . I � xnm AC. 24 GAGE GALVANIZED STEEL STORM PANEL v 1, a . 40.44167 " -a itir: I * ., Tir f LO. - EDGE DISTANCE NOTE FOR CON . -_ GLOBAL PROTECTION PRODUCTS, LLC. #TM/wn %J% STATE V- . - lell, (SEE SCHEDULE ON TOP & BOTTOM mou ;: =' __ , .= 11.1, 51 STREET SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY % ve. * - Ito I 1".. .. .... .... .... .... SAME. P. 3331. - . . 4- le"? PHOME. cw)�,$.&,� "WeSese, 20-173 1 INSTALLATION. N"s, R;- .. y Is owsm ft . WN.S., � I.M. 11 P , , . ;"&Ovb--K/- - FLORIDA - 0 44 SIE , I I I . I I I I I -1-0 0) a) = Cn _0 -cu > 2--a a) = .0.., 0 = 2 a) 0) ca. 0-0 C 2 = .- M ca -1-a 0 -0 a) .I......, 13- Cn - a) -L-f CD -0 0 -0 _0 c 0 a 2 5- -iia C 0 a) 3:: Cu = 0 _0 .0 m U- .,- 0 m ;> An E C n E ,,.02 a) CIO 2 CD_ 8_ Iiiii- m -a C . - .6--if W < 2 < z Cn _; - � &g CD �7�: CIRRI ;: f C%8 -' LJJ 9- 0 . tL -Z C= J= 6`iiii,ii P >_ - "CC a; C'MI .0 LL. )A< z . C2- Eat I= ,i_ -= C14 .= cu CEto C14 .e 0 = CL.= 0) . E - = 4 .- �g .-:z Ii..... '� Cj M = i;: Cu = C= C= - Lu :�-, 'a 'a in = E m 0 g=. ILI Ii.... 0 INSTALLATION DETAILS FOR REGULAR PANEL J-) INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES I—- I � - INTO WOOD STRUCTURES -Ir - __ -------- I ___ ____ - - __ I INSTALUTION 12ETAILS FOR REGULAR PANEL Cj) INTO WOOD "; r__ __ ­­ - '____7_­ wo. � . I I . I � L SEPARATION I . � i I . i ::: (b --.-. -, ��- -- -7- - I . . . . - - - - __ �! , . , . � �. , - � . 11. , ALTERNATE CONCRETE I WOW ANCHORS r . I - I �,� -T I I -, 1 Alo'-2.11 -- - TO - - I I . I I � , SEE SCHEDULE ON I EE - I ALTERNATE LEG air HEM MIS ON SHEET 1 I ! . . __1 - : . -- - ,_ - - __1OCATM W S, ­_ , I � ANCHORS LOCATION I - . . , . ., �. 30" (S !=. *1 I EXISTBWG� I'm _(NE SCHEDULE ON " i: 1) '. !i 3) i - - A = STRUCt - . j . I �; . SHEET I r ;.� 4"Ar � � , COMIC 11, AMCHCA� .- EX5ONG POURED COHCRM� - . 11 , __Ii i �, . . _� � - 1 01/410. L_______ - - - - k��_ =__��=_ =0GA BEAM ' I � �, . (SEE IIEZ a,, EXISTING POURED CDFICREq SHEETS 9 THIOLICH 10) OR CONCRETE BLOCK I L ,� , � ­_ i [�� I . _,___ � 11"`__ cir _n ADEQUACY OF EXROING WOOD Z ' I I - - �� Cn -bee-0 SHIM a THROUGH lo)t OR CONCRETE BLOCK REQUIRED. ,., � i" I I I � L ,�� . I I r � " __ I I � REQUIRED. ? I I - ,' . 11, V wee. BEAM TO BE CERTIFIED BY - AV _­ - Ff --,� , -� . , . � . . � 't , .ATERNATE = I." . .. � il --,-- -- -- -I - - . - � - - ------ - - . , . I .1 �-;,�-� Ili!! , f � - - Co. uW11014 ONCREIIE - p, "I . ��! � & I I I PANEL LENGTH REGISTERED . , ,�, , I I , , (am S�DKWI *Mo I , .. �1_ 1-1 � I ml� SEE SCHEDULE ARCHITECT PRIOR TO SHUTTER , , ,� � 11 . I � 0 It' C I - - 4) WOOD ANCHORS _ , t " , , , ' - ." 1i I " (D %W"Im"U'la- - 3kill", ...9"Eilk , i I I - � SHES . I ��! (SEE SCHEDULE ON I Q I I------ ��­J-_ ON SAM I I FOR INSTALLATION. .- � -- -:1 I ' � _1 I i � :910. 10 WASHER HAD a) a) L _., 1 r?) I � 1/4' L , at - _V`_ I SPACER " ; , ALTERNATE WOOD M04M � �__ - I I , I - 11 ASA, - 11 I - , , , I Mo. = I - I .11 , � __j�= ANCHORS ON I /� I -LID _­ IT so" an �,.�"j ­,,� 1. .1 �.. I 0 . 1/4 1 on I , umvift 10 I -1E.: _ SPACER : _Q1 � or -L . - SHEET I 1) SHEET I 1) 1: I- ��l - �_ : - - III, .2 Ilr - " W/ KAR _f__ ��/�,,j �tt , S14EET 1 1) I " %M � i , (SEE SCHWULE ON (SEE SCMEDULE . VV///"����/�`-��/������i��".,;��-�; i!��t, -) . .4 I C 211#811101 0 � - , � @ - - -:­ - -- -w= m-xsuw- I � Ilr I , , , �� qe-2ft" ,./ , _­ 1. - 11/4' , Ltffi� j - � i == .- . - j MAX ,�"111 ve�,* .JL - W/ RUT VAX �� - ! , . F i I I - UDIGTH MAX. I � . I Ill. . _� � I ----- I .- CONCRETE ANCHORS I - -?:.�, I - 0 -2 '/7- O.0 � � I --- - -I � I WOW HEACEP, . I ED I , � I I . . i � /2' - --- -_ - __ - - � I --, f , - - - 0 W - _ - - , - ­ I VA. . T-- - - I (SEE SCHEDULE ON , r I 4 2" 1 MAX. WOOD HEADER I , �0, . i , � -- - I ,�� w ___ - - I i,;, 1� � r I W. Man �r' I m - I I 94EM 0 Ywt N 10) I i I : I - �� z :-:==: I .. I� ; I I I REOUIRED - - "L .1�1,; T �� : L ., I � I . � -- I R D . 4011 . - - , ,,� �An,� .,,, : " ! � �.,, L , : ED . . ; I . , , . ,,,, _+__f - I (�)__ . ,,,, _ i , Q6.11L"...." � i 1, III- I : 1- (a) I -_ i� -- ---- ii =­� * 1 " I i TO 41, A 1/4' OZ I . I v -11,11, '.1, -, PANEL L04M r_____� it - - �- . I WOOD ANCHORS 6w-- -- - i i V/ �?�7.", � I , I % " ,� el �, : 4 � --@I* MAX. LONG ALUMINUM SPACERS 0 12 t/2' I , 2 : � ED. '-; , � i i ,� (SEE SCHEDULE I Ln, L_j ; ; I i 1. I . - I i (SEE SCHEDULE W. V r I C � ,';, - � 0 .... i SHEET A- I I O,C� (SEE TABLE 01 ON SHEET It.) I . SHUT 11) . . 1 =3 Cu ", =19d. I q) � �,, r � i ". I MLA� : _I�D , SEE NOTE - BELOW MR UJITATIONS FOR min, I 1 ( q) .1 V I : -_ c," ! Is 11 - 0� I 1,r FORSE . I �EF*MlWN TO I - I 4' > ­ �1� __ I SEPARATION & '=7 0 SCPARATM I -V MAX. I I v : I 1/2* LONO SLEEVES. ; 1 TO GLASS. ON SHIM PANEL LENGTH PANEL LENGTH I I I -1 GLASS,MT. . I . . . . . . . . ....... "I'll i ,/.-A-w, 11-- (SEIVO SGIZEM. F- : (SEE SCHFOULF I . SCHEDULE I I - I - ON TO CLASS .1"-awl, (SEE SCHEDULE � i. . 96109 ON SHEET 3) 1 (SEE SCHEDULE i I ON SHEET 3) .1 _PAWL(MATE FENALE 0 OFT PANEL NATE ON SHEET 3) A L�I - m GLm. . 0 11, - I � - I . . ILL I ON 94EET 3) SPAM ON SHM 3) 4 I I 1 '� �'L = I 1 01 1L. Im I 01 I - ==a,-,* V (SEE S HEDLU ON 1 IT 6"Aulo I I A, .�� I I , I e. - .. PLUS SEE $DOW ON SHEET IT) I ilil� �I_ - I I �.. - 4.�� V MAX 1. ! PANEL mee. T, I 'I' M". I &K ON own . 1 : V. Zo r isa SCHEDULE ON, SHEET 3) : IT L- So EFT 3) I --- "A - ;� -� - T, I L 4 PANEL LENGTH I ii , I I ": I � �-_ ; - [ ;=-m-:0F_0 'O MAX ,� - (SEE SCHEDULE -AY , =fm , LICIOTHI I - O:d3x I , I L. SIX, IT ; , I FF 0- I I (SEE SCHEDULE 1� ,,.4, PANEL LEHM I . I AT ZA M., I I (M FOR NNEL : L 1, A 11 I (M AM Kim ' [­ --- -_ - I -_ - - - - % SHEET 3) 1 - L ' - L I EXISTING I I PANEL LENGTH : ON ON SHEET 3) 1 EXISTING , T.P= i ' 11 EXwRr 1 2%4' WOOD - -, �__ um.om7l-o ON SHEET 3) --L%4 , , 1 -41 I. _ UM" 00 7--n PLATE REOUIRED I I SEPWATION I (SEE SO4EoUuE -,Lj 11 : . -I -.---'. I I GLASS-­_�SEE SCHEDULE- : __01 1- ON SHEET 3) mm I o- .1 TO GLASS, ') f - ... I 'no' ce" Y"', GLASS , I ON SHEET 3) - -,A---- -- � ---v---i I— 7: ---_ �-- L-'---- �r - L I . - - r ALTERNAMYE 2W 11 -01 I -1. I < ! -0 , I_ __ _ _=*V� __ ­­­ - , �- --I, - - - - ­ �, I DIRECT MOUNT W/ SPACER a -_ I - - __ , _ Ir I --I o(SEE SCHEIRALL ­ =A �_ Cn I 50% r ____ I I I I , V, . - ­ * I I ON SHEET 3) : OF v Cl) OF v I _�_ I 1". , , "' 'r I : MAX ..,,�,`,,i I I Mm `i_-,,��"�1,1_111'm , - " " i - 01 - : - C54, SCALL 3/8. , I ; ZARR I : [ L(D DMOL. (�) I ", �� � I e �� I L � _5 I , I � - I SEE TABLE it ON SHEET I I FOR MAX. PANEL LENGTHS & Of IL I : 'IT, SWIL I i T I ) La, �?,Lr �'. - �10//-�" �=IERZ 1111111 'L I Sax I - . i 0 12 1/2* O,C. MO. A-S.0 DESIGN LOADS FOR THIS iNSTALLATION. : l�_ 1 . -- : - , ' -"-, a 0 i '�"..� ­11- - L - I NU OF 14 I or v ED -_ ^_ I __0 MAX 71 : i 0 12 t/r D.C. � It ; I, I MAX. I I I 0 12 112- D.C. . I L 0� �I' I - I 0 1 . I 0 MAX j - 1� 11 G - (D I I I . . . f . E w , ". =3 : I I - , L _ i,W" I 41I 12 1/2- O.0 40 1 I i vl - k .1, _ :7 - , "_`­ - "'"' - --- - I L I tnirl" a" :: . I 11 No FINISH ­ I . VAPS I 11, = I - . A I %, I ALLOAM I, ED I - I cc I re'.111, � �,�,�,�,1,11 CONCRETE ANCHORS_ - - ' CORICRETIE ANCHORS LID 1 , lil, - ! - .- _. - t I I W:,�%_ C: -0 - . j I � I 1, - =1 1�, LL� � OF WALL OR SLAB SHEETS 9 TW SHEETS 2 THROUGH MAX, ALUMINUM I- * --Now* ip - I . I . I . , -- - .. .. - - . * * NMI � L CONCRETE ,I- L . � , , I I I ____ : . (SEE SCHEDULE ON , . WOW ANCHORS - - - REQUIRED �, "� � � , ',V,� .,�,_�,_ 10 _ I I L I � 0 EXISTING FOUREO. ,, ­ _� (SEE SCHEDULE ON I Ir. , ," �, � tOUGH 0) I fl ) --,,L - LONG . STAGGERED W/ STUD , ---- --- - (R I . I SPACERS 0 L=' O,C. VALID FOR ,­ � �___ - WOOD I - -1. CONDOM) ALL DESIGN AND PANEL , 4 i (SEE SCHEDULE ON kg� KOUNRED 2'.4" WOOD � L_ j7/4-- .. W 6 .� 4 i I __ . - -1 _ - , - � _ ,�j) 2 1/8 --I- - 1 . , ", , .. ," � . Ft WAGIN IIA MP WE I llr LOW W, , ,\I,- , , , - ;� q . SHEET I 1) (1) 01%MLLION 8 LWU 10 A OW IRORY §UKDOM SON 45'r .- _ - 11 I --w.-R­m9LCOx EXISTING POURED CONCRETE LENGTHS PER SHEET 3. � I I L I WAX IMM FAM =C171 "15A ROPIUNGROW - ___ - - -1 - - - - REOLWO - fm ANCHORS CONC FE ANCHOR�S � OR CONCRM BLOCK 2'14' WOW . ! 4 *wm_ 1� - . I MALSM HEM a WaM ANY � - LLL I-- _... -1 SCHEDULE ON :::,� N _ m _`JUM­ REQUIRED ,* ;; MAX LONG ALUMINUM SPACERS 0 PLATE REQUIRE5 �' - ' ; .j , . : WOOD ANCHORS ON - .­ ­ �� -�- -.-- - -- -- ,. SEE 0- I , WOOD ANCHORS 3/4' SHEET 11) '- Lo. ­­­ - 1 1/7' OC� (SEE TABLE 01 ON � Ix- � 1, WE weempam To = moc,A,T,m VITA' WOOD (21 � - -,= - CIO SHEETS 9 THROUGH 10) � STAGWILED W/ STUD , .;L, ,., To .A. 1 , ­ . .. NCR= We THW ommeaman 24 PRINCE WR I= 7" 7_� ­_______,_._ .- 94EM 9 k 10) Lo.rg,�3 00 i NATE REQUIRED J� � g I , I PUft WX ALM *W� SE V*= UNUM AT fe"A" 0 'a I . j,: (SEE SCKDUL1 ON CONCIRIONS ARE Ile Olt I I -_ -, � I i SHEET I 1) coo= w.ft CARS 8 A WOWnCft FROM 12 t/2' O.C. SPRING MOM ON I . I __ - - DW 0 -- 2* Min--- __ I - 0 a) (1) WA" An Dam FFMKW � 1 CEILING A&BM MOUNTING BUILD -OW 10INTING WALL MOUNTING /DIRE&M WaPMERS ng OR* ' 11 L, nqm a .00, -0 P-1 (3) WAX 2A am As" umw a I"= IQ w a No OPP" � 0 U) , WMRN SMRM PANEL Lowm Is MO 4 A FgIUWng" MOM LAN= FAMM LOOM *AV= ON SECTM 5 .Lj LLL "I � I I smowuLL smart 11). I SCALE 3/6-1" SCALE 3/8-,- SCALE 3/8-i- w WALL MOUNTING UZ DIRECT mou i CERMC AMD 04QB mwwnxG BUILD -OUT MOUNT'ING Cu I i CawlaNm NA SHALL WE a ON _ _ L. WALL mmignmis (3) STOW PANEL MSW"AYM 6 I ALTEMTIIIE 7W (A) X�% ALMNAMM SW ONLY .= I Aw we AM nulm mm row WALL SCALE 3/8-1- VALIG FOR We WRESOF I Iff UM WPM SA XS WAY - ALTERNATFIFE 1. 2 AM 3 $9 OLMNO IN NOW SCALE 3/0-1 a SCALE 3/8-t- ALTERNATIVE I W I 1-110 SWOM AM THE Mo (70 OXNWI) OF TNIE FLOOM � `� AN L. m SCALE 3/8-l' (4) NWNAATM MAUG ONLY FOR WIND wam am 6111"ANINI, zmm 1. 2 4, 3 "m AM E I . / <o��- _1w .�Y�F '�#4-1,% VA. . , MOM I I .. . ,,, - .., .0- - I 1%. ­_­- L e ,.�r,� uj " ...... .. :;,:�-,�:��,\p ..... ..... . % - 0 A Tki '... N171m I : .--- .. = ' Ar�,�,'-;i&��--% FLORIDA BUILDING CODE (Mon High Velocity Hurricane zorme)l Nom, .. 'I.A. . % NOTE FOR COMBINATION OF SECTIONS: : NO, 44167 - I m ., . . I FLORI A BUILDING CODE (Non bbNgh Woclfby tons Zone) : FLOMDA BUILDING CODE (Mon High Velocity Hur cam Zone) f : I J� INSTALLATION ARE ONLY VAUD FOR MAX, &S.D , - I - F.P. NGTHS . w * ". < .: . -, am "Am Ac, F.P. I . INSTALLATION ARE ONLY VALID FOR MAX. A.S 0. Z go= W103. 10C. 24 GAGE GALVANIZED STEEL STORM PANEL a'. TOP & BOTTIDM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.m.f) AND PANEL LE I".. STATE OF .' 24 GAGE GALVANIZED STEEL STORM PANEL PRIOR ff - .44167 - 24 GAGE GALVANIZED STEEL STORM PANEL NOTE FOR COMBINATION OF SECTION : . . No. 44167 ': i DW- 1* "M ""c" "C : - :* -_ - -_ - -_ - AS PER SCHEDULES ON SHEET 3 � -4 - I *1 amm ff, DESIGN PRESSURE RATING (p.s I) AND PANEL LENGTHS * . - - - --- COMBINED IN ANY WAY TO SUIT ANY - ,�. * *. * : - AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR -_ * . I �; �� z NOTE FOR COMBftAATION_Qf a 'O'. _. It TOP & BOTTOM MOUNTINGS CAN BE . E INC. offla: I MEMBERS TO BE SOUTHERN PINE No 2. INI SPEC 041'* 1 It _-, I;= _$&all=; ' GLOBAL. PROTE I -` STATE 0 - I / a/"/3= INISTALLATION. 2- FOR NEW WOOD FRAME CONSTRUCTION: WOOD / WE - STATE 0 ' C" o�. COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') _' GLOBAL PWTECTM -_ - ED. -C EDGE DISTANCE 1 -$-. - PRODUCTS. LLC. 97"""'as" -_ 11LIECO. PRODUCTS. LLC. - I IFIC - "Ite ECOme SEE SCHEDULE ON TOP BC BOTTOM MOUNTIRM CAN BE _ .. ___ - 11LIECOINC. 00091 IL 33411 1' 0*j -..'IORID . �� DENSITY OF 0.55 OR EQUAL '97; z - �. TKUT Forest 41, Am IL. 6 Irmor, iNS7ALLAT*N. IS'. 11 r .., ... z .= SA'. 51 � .m ". a, S"W 20-175 SHEETS 9 At 10) COMBINED IN ANY WAY TO SUIT AW "I 0 0 1 20-175 2. FOR NEW WOOD FRAME CONSTRUCIIION: WOOD elp-leo, =., wr .1 2 ---.& =- PHow, as. CAME. rL 20. -��- WNL FL M3. �; INSTALLATION. �; - pm. ".041L.. (04)�764L M. 4W)WO-M? ___ - L oft ­ )S�7*W w M4)NW-UW 20-175 - Z.=4r _-_ PHONE,. DaIM)"o-me, No, me,I)mme-svirt � ft ,, - ___ " - - - - A, - I AWA MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC N ­ ­ _ - ow� "A - - __ - < o"01011711 ON-WM 0. CA - CA-AmWeill - I AM -He " . ! , - Tuft A,- n1i m mi-i - -I--- INAMER A. TILIN &. P.L - ­­ �rommkir I 1 am a OF to I DENSITY OF 0.55 OR EOUAL. 1�11-11?111.`14.6.L�`v WO,,X^.,W.t�ult PUM '0501111111 ". P.L WALAmp*r.omlwt I i I I t . I _j . I `11211*k IN 4'41 " f I I , I - I FLORIDA U, 4 4,107 1 1 I i - I I - TUNISIA UM. f 4,,IP ; I am I WIN I a - SHEET NO. SH 1 .3, JLi�� I 6;:,i,� I L., A �--AJA I i . , - - lab. willumm mmmmmmmr__ END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. UFE CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR, SAFETY & E-Z HANG STORM PANEL (1-) SYSTEMS OR 101I WPM ryfIBUDDIR am 2' r .093' 3105 H-14 OR WOOD FANNIE 111163-To - - - U4 It JAGUI IWITH "'. - 1 3/0 TAPCON a IV D.C.. 2 �_A 1/4*0 1 10 3/4 TAINCON POL4= -NR REOLOW ANCHOR It" Ot wommorm Km of L _4 OR(o 2N4, wm REDultm X\ --77 WH` 2'. 2' . .055* to TEANATE Los 9 12' O,C, VAR" 2'. 5'. .055* Ocw- Ir me. ALM. ANOLF OR als)* 3105-MI34 SHCEI POLIFIED CONCREW, CONCRETE am PLATT 2-1 X 4' 1 .11. MCIAL aim BLOCK OR 2"* W= FRAME 3,_� - REOURED 31 A14 ION Off- 2 =WGAI 2 2" 4 _To ALLO, cm. AUJIL ANGLE - - - - - - - - - - - - CAP I/0 WL! -4,. .* . .07r to 12?OC 3105-w. OR anll-a mo.G` WIAC~ Ak- Q SE A (PLAN) CASE 8 (PLAN) CASE C (PLAN) CASE Q (PLAN) WALE 1/4-.1- SCALE 1/4--1- SCALE 1/4'-1* SCALE 1/4--1- SQJD--Sv OR CAU4_1111 PANOAm -Vx ON 2%4' WOOD som or OPDNC SO4[mu to VARIES ntAWE RE, 11 AS APPOAQUE a& 2.* WOOD FRWR (A) 0 ONCRETL CONCRETE F4Ml'n W- Ism 77 OR VARU FAIIAUIL ill Sr w-am pli4l) X - MO DISTANCE T7r CASE G (PLAN) ilk A. SCALE 1/4 VALID FOR DIRECT MOUNT INSTALLATION ONLY & CERTIFIED PANEL INSTALLATION AT WALLS W/ SURFACE LEM VARIATIONS "THIN 3/4- NO, 44167 FLORIDA BURDM CODE (Ron High Veloocity Hu ccum Zone) CASE E (PLAN) CASE F (PLAN) E Of Own tLum mc, S70RM PANEL F.I'L 24 GAGE GALVANIZED STEEL A V SCALE 1/4--1- SCALE /4*.1* 14 U.C. 11LIECIDim; GLOBAL P07ECT" PRODUCM 4= 1-w III sow Coffifil. N- =14 PHONE, FAX nsHfWM_sM 20-175 We imli - !L. 11 i .11I A OF Is IM . I MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDINg MAXIMUM ANCIM SPACING SCHEpuLE Fog gEGULAR STORM PANEL I) INSTALLATIONS INTO WOOD SMUCTURES (VAUD ONLY FOR PANEL OINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS 5 & 7) MAIL A.S. D OCSIGN PRESSURE RAIM MAsfWsRA ANCHDRS SAACBIG MR LO. . AS SWAN ON WAM 6 A, 7 _ --PLCA%E ALTIERNAINES 4m" OF THM PANEL LENGTH v 0L) TAPCON LAG SC`REW FmqaMATE FEMALE 0 1 PARIELMAXIE PLUS WOOD PUSHING 13, 13, Ir 13, Ir iwm 13. is, Ir Ir Ir IV (BOTTOM) 6 1/2- 0 1/2- 5 1/2' 0 1/2" a 1/2. 2w crm - - a 1/4- 12 1/2* 6 1/4:, 201 (WIT I) W-W Olt -r LESS --'-13 +43. -4b OR LESS 13, 13' 13' 1 13' 13' -71 -72 Ir 13' -73-7- 1. (MI - 13" Ir -Ir 1. (Wrmm) 6 1/2' X 1/27 a 1/2- ITOP) - - �4�_ 12 1/2' 6 1/. (part'.) > TO 1/2- 4- 1/2- 14'-4' 4 1/2- 1/2' '0 1 2' ;-r- or SEE TABLE 01 FOR MAX. A-S,D. DESIGN LOADS III WX PANEL UNGTIHIS WIHIEN SPACER (" IS USED, CORRESPONDING ONLY TO ALTEIMTE 2W ON SHEI 6 1 MAX. AS.D. DESIGN PR $LIRE ES NO RATI (PAJ.) MAXIMUM ANCHM SPACING FOR E.D - AS SHOWN ON SHEETS 6 So 7 ALIERNATIVE5 uz OF THEM ukmmum PANEL tvsm 'L TAPCON LAG SCREW PANELMATE FEMALE do I -TE PLUS WO00 www Ir Ir Ir IWT59 ir Ir 13" 13- v so pannom) a t/2' 6 1/2* a 1/2' 6 1/2- a 1/2- 2W (TOP) 1/4' __! _ 12 1/2- . as - 7' a - flum LESS 7 1 ------ --a* SM MoTram) 3: We M" +43. -45 To 75-15 13' Ir or 4111 (amimm) Ir Ir Ir or for low (TOP) Ir Ir ir IT 61/4- lot (RUMM) 61/2- 6 1/2' 9 t/2*- 6 1/2' 6 1/2- - - 6 1/4' 12 t/2- a 1/*. 12W (scom.) > TO 1/2- 5. 5 1/2' a. of. - 3N MOTTOW) or 11* 13, 1 5 1/1.1 NM_ Ir 3; 1 to - SEE TABLE #1 FOR MO. A-&D. DESIGN LOADS & MAX. PAIIIEL LENGIIHS WHIEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHI 6_ 1 A.S.D. OEM LOAD MAXWAJM PANEL LENGTH 40 PSF OR LESS .-a. > 44D PSF TO 50 PSF II > 50 PSF To 60 M 5'-10* A MAX. PANEL LENGTHS ARE ONLY VALID FOR IN S W/ PANEL MATE FjpAA1E tD OR PANEL MATE PLUS ANCHORS At W/ 1/2* O.C, INSTALLATIQN DETAILS INTO POURED CONCRETE 1/4-0 TAPCT!-- U"EG 9=10. FOR UFE SAFETY PANEL (1) OR CONCRETE BLOCK STRUCTURES 1/4-0 TAPCON ANCHOR 0 0 01C. ANCHOR 0 9, OC CONCRETE BLOCK REGUIRED. ODMMTE BLOCK RE(X*tM. 20 LD -01 GLASS I off, PAWL LENGTH (SEE ELEVATOR I ON SWEET 12) -Tv�, A TO GLASS, I --0 L/2 NCRm eLocot *EOIAM tv w 1/4'0 PAINQUAITE III ANCHOR 0 12 f/2- O.0 SEE SHIFTS 15 A, 19 Pat ANC"00 To1K A WAGAID FOR IMPALIATIONS KID WOOD fgk%W PALO= MOA%% MOW SAMX= AND ON" EDGE DWANCE ARE AIDIC'um ON THS SemmiAL MR III Lin THIN OWATO ON SCHWtU 011210M ANCHOR SPMXC By WO-MYM SPAM SHOWN OR SOADULE IV THE FOLUYWC FACTI FOR THIS OPMkTM TO K POBSNKL REDUCED SP.CW 06WJM LINK FACTOR SIVILL NOT K UESA THAN issiefoOd, W%CWG 00"10 FOR EACH ANCHOR Im ON THIS SCHEDULE. ANOM ImPt Fm wommulo mwm sm.) 3 31/2 jcWieowK O.oww 0.6 w O(ISTOG FIGURED CONCRETE OR CONCRETE 91 RIEOUI "14�1 "01MAIE) M1�15- WALL MQUNTINGIS SCALE 314-1- 6' PANEL LENGTH (SEE E]LEVATIM ON SHEET 12) fi, BUILDING FLORIDA WELDING CODE MAXIMUM A.S.D. DESIGN PRESSURE RAMNO (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SC14EDULE FOR REGULAR STORM PANELni INSTALLATIONS INTO CONCWIE & CONCRETE BLOCK STRUMRES (YAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRu III ON SHEETS 4 dk 5) MAX. ASO. DESIGN PRESSURE RATING (P.- MAXIMUM ANCHM SPACING FOR MN ED. PER SCHEDULE BELOW III APPUCAIDLE TO SECTOW PANEL LUOM (ft.) MAX. A.S,O. DESIGN PRESSURE PAID*, (P-6-0 VAN" ANCHORS SPAI FOR MIN E.D. PEFI ISCHEDULE Onow APPLICABLE sm, A :T PANEL LEMM TAPICOW $"-So PANELkWE FDWI 0 1 PLUS ZAMAC-M" -01 TAPOW SOLO-M if) ZAMAC-POLIN CAIX-IN CAL mm L, To omm V To wommot 10 ar to TO m: To 10 m: To k?--- cowaftom or TV" Is 3k No- cabcom lk a commm = 10 COMO" 'Im. m 03. -45 OR LESS ir I r Ir or Ir 1 or Ir I r Ir Ir Ir 13' 1 (TOP) W-r OR LESS .45, -0 TO Ga. -03 Ir L3 13, Ir 13, Ir 13, - Ir - Ir or or 3 11 1/2 1 (Me) OR L"'S 13, 3. 13' 13" Ir 1 13' L3�_ Ir Ir Ir I-r I (DOnOM) Ir or Ir 13, 13, or Ir or Ir Ir 137 It t/2 t (11,71`10111) or Ir Ir Ir Ir Ir Ir _1.3:__ or Ir or 2 (TOP) Ir 13, 13* Ir or Ir Ir 13' Ir Ir Ir it t/2 2 (FOP) Is, Ir Ir _Ir Ir or 13' Ir --Ir 13" Ir I Ir Ir Ir 2 (BOTTOM) ir 'r Ir or Ir Ir Ir Ir 13' Ir Ir r to 1/2 _? (IOTTOMI Ir Ir Ir Ir or Ir Ir Ir Ir Ir or Ir 3 (TOP) Ir 13' Ir 13' Ir Ir Ir 13' Ir 13' Ir 11 1/2' 3 (TOP) 2 1/2'12 1/2* 6 1/4' 6 1/4' 12 1/2'12 1/2' 6 1/4- 5 1/4- 3 (scorrom) 12 1/2-12 1/2' 6 1 4- 6 1 4- 12 1/2- 6 1/4* a Ile 3 (ficonum) Or Ir- III 1. w - 7 1/2- T?iw)- a- 5 lIr a- of. of- 6 1/2- a- 7 Ilt- III r w 5- 4 (TOP) ir 11" 4 (11011060 1. Ir 13" 13, 13" 13' or Ir or-, or or 11 1/2* 5 M -1 2�r- L3� 13' or 13, !3, or Ir 5 (TOP) Ir 13' , 13' Ir Ir or Ir !r 13- Ir 3 (WM&O Ir -- W -- -13 Ir ly 13, 1 ___L3*__ or or_._ - 13" 11 112' 6 (W"OM? (TOP) --, -YIIE -�3L _L3�_ Ir 13- or Ir 6 (TOP) 7�1_ or ir or or or or or ir 13' 11 t/2'S S 1/4*16 1/4- a 1/4- 6 1/4- - 6 Ile 6 1/4' 6 (00"..) - - 6 1/4- 6 1/4- _ir 8 1/4' 6 1/0 6 1/4' If 1/-' 6 (W".-) 13' or tO 1/2' or r ly 7' 7 1/2 5 1/2 or 4 1/2" 1 (TOO) TO Ir of. Ir 13" Ir 8 1/2* Ir 5 1/2' 9 1/2* 8 1/2* Ir 5 I1r I Me) �5'-r TO Q.-G. 13, -5* - - 7; -T-;-- 3 �3� Ir 2 1/2 or 9 1/2 10 1/2 7 112 -- Ir r I (BOMM) or 7 1/2' ir 13, Ir 10, or To* it' e 13" 6 1/2' 1 (BOTTOM) Ir- 5' 13' - Ir Ir 7' 17 1/2 5 1/2 Ir 4 1/2' 2 (TOP) Ir 1 V ir _lr_ Ir 8 1/2' Ir 5 1/2- 2 1/2- 6 1/2- fr S 1/2- 2 (TOP) 13, r Ir Ir or 9 IT2 Ir 0 1/2110 1/2 7 1/2 13' 6 1/2' 2 (BOTTOM) or 17 1/7' 13' 13, or 1w Ir IV it* r Ir 6 1/2* 2 011011061) 13, 1. 13, is" Ir 9 1/2 13' 1 1/2 10 1/2 7 1/2 Ir 3 (TOP) 7 I1r Ir or or to' or 10" if* of. or 6 lIr 3 (TOP) 12 1/2'12 Ilr 0 1/4* 6 1/4-12 1/2- i 11C - - 6 1/4^ It 1/4' 3 (BOTMM) 12 1/2-12 I1r 6 1/4- 6 1/4- 12 llr 12 111` - - 6 1/4-,6 1/4- 3 (8101110%) -( -r -i-15F 7- 3 1/2' 8- 4- 4 1/2' r 6 1/2' 3' 4 (MP) 1 1/2- r r r r of. 4- 4 112- 3 1/2- 6 1/2' 7- T Top) r - 8" - 01 - 3 1/2- - 7 1/2- - ' w r I IV of. 5 1/2 - - .7 1/2 - 4 (BOTTOM) --;-3�- -7- Ir t Ir Ir 0 Irr Ir 1 1/2-10 1/2' 7 1/2* Ir eel (TOP) I j Or 1 $3, Is 1/2' 6 MM ir 13, 13- 1 1/2' Ir 1/2' )0 1/2' 7 112' ir 6 %/2' 5 UWnW lx� Ir r Ir 7/2' 6 '/Z. 5 (90"0") Ir I , 13' r .7 1/2' Ilr r A 6 (w) 13, * 1 _5 Eir I 1 ll'il/2'16 Ir 1/2* 6 (TOP) S 1/4' 11 1'/'4" -1 - Ile. - - I - - 1^1141 16 1/4-16 1/4- 6 (W"�-) six SIM I I Fail ANDON TYPE & SPACING FOR OWAUAMM PRO SOW IR" BLWMM IF wMAN ANCHOR PACM NO WMA UM DISIANCE ARE INDICKIED ON IIN SCROXILE MR ED Laos THAN WDIIATED ON SCHMAE MMM APICHOR WM By W1111,711ILVING SPACM SHOWN Ch SCHEDULE BY THE r*UAWWA FACTORS. FOR TOO WMUM TO BE MSUAL KMM SF40" affithefED WK FACTOR VOILL NOT K LESS THOW W"W SPAOM INCICK1130 FOR EACH VOHOR TYPE 04 THE SICNEOL&L moo= rat PLO ZIWAC UP&" ANCHOR gy4m 00 3 3 3 3 a 'Ir I In L400APM No 3 3 Ilr r 3 3 Ilr 3 111 3 3 /r w v2- 3 in 3 vor 4 Amw wK momm (m) FACTOR I I/r ILIA - - - �j 0.10 0171 I- 1.0 --- Im SPACINGS ONLY VAUD USED. SEE WE 01 FOR VAX. A.S.D. %%��IS DES" LOADS & VAX. WHIM SPACER " 5 USED. YMLAL A A&D. LOAD WXIMUIM PANEL LENGTH 40 PSF OR LESS 6.-S. * 40 PSF TO 50 PSF II * 50 PSF TO 60 PSF 5'-1 0" A MAX. PANEL LENGTHS ARE ON ,LX VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ " SPACER AT 12 1/2- OX, W,#IM (SEE SECTORS At ALTM4AIMM ON 94EETS 13. 14. 15 418)- ,3, MAX R-IA/13, R-2A/M R-3A/14, oeft-111/121I R-28/1& M-30/14. D.II *R-IAW/1% R-2AW/15. 11-41AW/116. R-19W/15. R-28if R-38w I /is. 0 0 0 0 0 0 r--T ------ 1--- 4 1/4-0-2ftl- S.& DOLTS WOO MAIL (USE FOR PANEL LENGTH PANDL UDIM OVEA 7,_4 ') REGULAR STORM PANIEL REGULAR MFiM PANEL f II`-r 0 +4110. -40.0 9.91- (W/ MAW kW PANEL LENGTH DDLT) --------------- ?'--r a +301 -54,0 P.&C LIFE SW SOLT) (W/O "to MOD PANEL LENGTH A USE 2--8- MN. POM LENGTH AT ALL MDLWnN= ATS'S WLZW Eil C of. -T- ---- -- L/2 7 - ----- ----- ------ - --- ------------- Ir L TION so LIFE SAFM PANEL BOTTOM CORNM 0 of -OWERLAP- Ovekv- WWG NUT AT EXTERIOR -e ma L RIGHT PANEL 3 tic t INSTALLATIONS I. A/13, R-2A/13, II It-ilk/13, It-=/13. 111-3111/14, 1: WIN- SPIEED UP TO R-11AW/15, R-2AIAI W-34111114 � ft-IBW/i5. R-29111i A-31111110/16. -ANCHORS (SEE SECTIONS A, ALTERNATIVES ON SHEETS 13. 14, 15 &16) 1/4- M" wp UFE SAFETY STORM PANEL In ELEVATION SCALE 1/4--l- REGULAR 2my" WILLEY) REGULAR STORM PANEL mm STORM PANEIL ---- ------------------------------- vc ---------- --------- l/ --------- 7 -G) LIFE SMI-rY PANEL I V. FLORIDA BUILDING CODE (NOR High Ullefty, Nou Icons .. A EXTERICIR ....Zon 00, 24 "GE CALVWM STEEL STORM PANEL .1 GLOBAL mTEcToN mmcm uc. SECTION A -A ON S.W. It ymm SCALE 1/4*-1* -C-) w (0, DWAL rL X131 20- )N�n-N rXII, M4)@BD INSTALLATION DETAILS FOR UFE SAFETY PANEL 10 INTO WOOD STRUCTURES WADER WADER 7, RED GORED ?14-0 TAPCON "APODN I- �1/4'0 TAPICON ANCHOR a r oc, ANCKA 6 IF' OX 4 so r cox 41affoR a r D.C. 1) AI) 20 2- 1/4- 1/4' 1/4. 1/4' - WAx I AIL 2' mi. I& L L It _q) of r 1, VA EXWM-4-1 &m Not ma em iwom Lmm 04111 r-n f IF I I -L' MAX� 1AX PANEL LEN PANEL LENGTH ELEVATION M.. i PANEL LENGTH PANEL LENGTH I ELEVATION A old sHm 12) 41 ON SHEET 12) 1 I (SEE ELEVATOR (SVE ELOVATION IT IF T If ON SHM 12) am SHM 12) of a I' of it. I I - It-- --- sEpAmt" - - - A I' Wii. I r-%EP= A to GLASS 03 TO L/2 II-SEPAPATION 01 70 GLASS 4--sA�PAPATION - L/2 TO GLAS& 4) of. Iff ED. i ED, t - ED ED f , -- --40� -A . G ", �-i - 1 1/2' C4) 2-.4- WM-,� t- x PLATE 1'4-# !A" V -1 TA" 'CON 2- WOQD. 0 12 ARcHas 6 Is ac ANCHOR 69 0 C. ANCHOR 0 9* MC PLATE 0 Twcoh STAGGERED III STUD STACCERED W/ STUO REounm At v D.C. k WCOD WDOID I PLATE IOUIRED RECoumm JIMMTm RAW AIFE7111 EAKEL VIM 05M suffim" WALL MOUNTINGS WALL idOUNTINGS SCALE 318-1- 14. T SCALE 3/110' N FLORIDA BUILDING CODE (Non High Velocity HLor canst Zone), 1. INSTALLATION ARE ONLY VALID FOR A.S.O. DESIGN .4416 7 mc. 24 GAGE GALVANIZED STEEL STORM PANEL 1.1'. 7` PRESSURE RATINGS (p.,,J) AND PANEL LENGTHS AS It PER ELEVATION ON SHEET 1& 1, STATE 0 GLOW MTECTM FIRODUM I.M. 2� FOR NEW WODD FRAME CONSTRUCTION: WOOD :Z 3 no 0.9. 5, snw MEMBERS TO BE SOLTHEIRN PINE No 2. W/ SPECIFIC .7 oeff- WL 33314 20-175 million tM4)M�?SW FAX (04NN-Ml DENI OF 0.55 OR EOUAL c�cowit M. IN-! Lm# I II.- mm,5 or is MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PI INSTALLATIONS INTO CONCRETE & CQNCRM BLOCK SMUCRIIHES CVAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRIJ 6. ON SHEETS 4 & 5) kax AS.D. OIESON PRESSURE RATING (P MO" ANCHM SPACING FOR LIN F-D PER SONEDULE Beim APPLICABLE TO W f. ;S1 LPENGIH (ft.) . A.S.D. DICSION PRESSURE PAT" (P-w MAXMM ANCHORS SPACINS FOR MR E.D. PER SCHEDULE IV.0* III APPUCWLE to SMTDG a LY PAME. LENGTH TAPOON I SMJD-SV Aosa"TE FDO" 0 I PAREEBADE PLW ZWX-WAJN CALX-111 TAPOGN I SOUI PANDAIAIE I P*AV-MVE ZAMAAC-RA"AW - -JN 70 � w =am In - TO 'JAL, cleact Wo no X7- omcom IV .75. -73 Ir 11' 13' 13' or 13' or 13, or 12' or 10* 1 (100) 5,-Ir OR Um +75-76 TO +111I 13, 5, 13* 10 I/r or 6 1/2- Ir 6 1/2 7 112' 5 1/2' Ir 4 112' 1 (W) v-ol, Olt LOS Ir it* Ir 13' or or Ir Ir Ir 12. or IV I (Borrow) ir 0 1/2' ir Ir Ir of. Ir of. 10' 7 1/2' Ir v I (BOTTOM) Ir 11' Ir ir ir 13' 13' Ir ir Ir or 01 i (TOP) Ir r or 10 1/2* Ir S 1/2' Ir 6 1/2' 7 1/2* $ 1/2" Ir 4 1/2- 2 MP) or it- or Ir Ir 13' 13" Ir Ir Ir Ir la- 17 (scomm) or 71 13" Ir Ir 9 1/2' Ir 9 1127 10 112- 7 1/2' 13" 6 Itrill 01110770M). or it- ir Ir 13" Ir Ir or ir to* 3 (TOP) 13' 71 Ir Ir 2 1/2' Ir of" 3 MAI If. 1. It. I ,, I. (morm) - - 1/2- 6 1/4- 6 1/4 6 I/V 3 (aVTOM) of. Ir 01 6 1/2* r a, 4 1/2* 4 (TOP) 3- a- 3 1/2- 7- 3 1/2- f/r 2 I1r 4 I.- of. 8* q* of. - 4 (601711 I/Z' 7* a I1r or - 1. 111 5 I;i�' r 4 I- or 13, 13" 13' 13, IS' 13' 13- to- 5 or 13 1;31 izo.- - -�- 3 - - Ir -- or -- Ir - Ir -- 13, 12' Ir to* -To� 3 (Wtmm) Ir Ir Ir 131 9 1/2' Ir 9-2127 to 1/2' 7 1/2* -i 13* w 5 manam) -- - - 1-_ j_ 3: Ir Ir 13-- Ir -4F- I - 13' 10 1/2' Ir If 1/2^ or 6 1/2* 7 111' I/i�' ljl� iT� /2 a CT15F;) _ 6 1/4'. 6 1/4' 6 1/4' 6 1/4 - - -- --iK- -tii- & t/4- - 9 I/4--G 011 - - /4: 6 1/$* It 1/4' - a 1/4* 6 Ile 5 t/*' - - 6 1/4 51/4 - 6 (WrT.-) is" 7 1/2, or or 13, 1 or, I r 10, 1' a. or 6 1/2" 1 CROP) TO Ir r 13. to 1/2. Ir 6 f7F Ir A 172- 7 llr 5 1/2- or >W-r TO Ir 7 1/2- or 13' 13, to 1/2 Ir 10 1/2' 1 lIr &- 13' r I 00011110m) 13' 6 112' 13" Ir or of. 13' 9, 1 to* 7 1/2* Ir I r If �8-mmm) �l or or 0' 13' IV r 13' Is 1/2- 2 (TOP) r 51 or to 1/2' Ir 6 lr or a i/t,17 1/2* 5 in Ir 4 1/2*12 CTOP) ir 7 Ilr _L3.� 13' Ir Ilr Ir !2_� 11 Ilr 11' Ir 1 7- 2 (90170114) 'r 13' 9 1/2* 1 , r 9 1/2* 10 1/2' 7 1/2' Ir 1 6 1/2' 2 (BOTTOM) 13' 1 1/2* r _13L_10 jr 10 1/2' or 10 1/2-11 1/2- 6- 13, 1 r 3 (TOP) Ir- 7-- Ir 13' 13' 0 Ilr ir 9 1/2* 10 1/2' 7 112' 13' 41' 3 MP) - - It 112' 12 1/2' 5 1/4- 6 1/4-12 t/2- 9 1/4 6 1/4' 6 1/4* 3 (SOTMM) - - 2 Ilr it Ilr It 1/4- 5 1/&- F2 lIr i 1/4. - - 6 1/4' 4 1/4* 3 (BOTTOM) 7 1/2- 3 1/2- a' S' 7 Ijr 4* Is. 4 1/2- S' 3 1/2- r 4 CROP) -7, r a" S 1/2' 7* 3 ?/7' W 4. 4 1/2' 3' B 112' 2 1/2' 4 (1" 1. 113'1 4 marram) a or I - -!-K 4 (11OPOIA) or 7 WL 13' 13' Ir 10 1/2' Ir 10 i/r 11 1/2' 111 Ir Coup) Ir ir El � 1. to' 7 f1r 13" It" To (W) 13' 17 1/2'1 or ir or 10 1/2' Ir 10 112`11 1/2* It" 13" 7r It TOM) or or 13. F 9 1172 !,0 7 5 (WTMM) 13' or 1 to /2] I� 1,12'11 Ilr a* ir 7' It Ir 4 1 il�/ i i7� Ir 4 1/2- 4 (TOP) 17 9 1/". /, of i14- r. 1'/4_ 110 - � 6 '/'V 5 (801 -) 6 a I �4L 1 16 1/4' 6 111VIS (WIT-) va som t I MR mclim Tm a SV400 ras WaloiLuaviS INTO um MAINE Kum IF WRINKM NX�OM VIM= AM W"M [DOE DISIANCIE AM OWM ON DO SDCME FOR F-D I= nes, INDICKBOD ON MgDkU KUM AMOM SPACIRD In 10471PLIKID SRUMM 94D& ON SCHEIKILE 0 THE FOLLOWING FACTM FDA " 0143WITION TO K PCNWE "MU= SAACING Orseal ~ I=" WHALL NOT BE U35 THIIN Mompossi SPACING eacian) not PO4 ANOW T�E 0. THIS I/e. /4'. 410= upwo vw-jof am." - 'I ONX-im weemom Room" VACM OIL) 3 of /r 2 vv %vNmkmna 1, , 0.) A 3 'Ir 3 OWANUOAJ Pzii-a�oq 1/t 3 1111' ACRK @MR= OM) FACMIt r AN D,L5 11 MR MAX A.S.D. lk% =iW=AZ WIES U=. 1/4'0 TAPC(!� --- - ANC.1,10111 0 9 D.C. IMLL-u a "0. LOAD MAX" PANII LENGTH 40 PW OR U�SS rV-11, > 40 PSF TO 50 PSF 6.-2. > 50 PSF TO 60 PSF 51-10" A VAX. PA14EL LENGTHS ARE ONAJY VAUD FOR INSTMIATMS Wl SOLID SET ANCHORS III W1 " SPACER AT 12 1/2- O.C. INSIALLATION DETAILS FOR UFE SAFETY PAN L(1-) INTD POURED CONCRETE OR CONCRUE BLOCK STRUCTURES 1/4"0 IAPCON---, -WNG POURED t/4-0 TATT_- &=WOURIED MCI as ANCHOR 0 9' D.C. MCRm OR ANCHOR a a Oz. COWRIEFE BLOCK comcrm BLOCK REOUP" 1/2- 1 f 1/4' 1/4, E.D.0 EG TO CLAS 'L' Mo- PARIDL LENGTH (SEE ELEVATION I 0. SHIM 12) 1 L/2 0 a vr 3/4- -4) t/4-11 IAPCON ANCHOR 0 Is' D.C. EXWM POURED CONCRETE OR tOMCNM BLOCK REQUIRED. SECTION R-JA 0 R-dUL-A-R- -PARLS WALL MOUNTINGS s:AUI 'A". E.De I MILK. 6' PANEL LENGTH (SEE CLEW11ON on SWEET 12) to To CLASS. Or I.DIP 777. til'' CONCRETE OR off,10UREID SLOM REQUIRED. SIX SH" 13 & 14 FDA 0ACHONS #mom YM 1- 114'.. IYPE & SPACING FOR WOAUAYVS offic ImPCO`o WWYA MCKM WMM 0.) 3 OM PRIME BUKaM WON" ANCHOR SPMWM NO MUM OWIiq%p 00 -1-1 !oMem. swiff, W-3 3 IDGE WWiCE ARE 00"70 SCHODULE. POR ED. LESS THAN ON SCMIMAX Atom ANCHOR WAMM If -I- -- - - SCHEOLFLE BY ?HE FOLLONO FACTORS ANKM 10 Q_]e FDA THIS OPIDIXTION TO K PCOSOL KMM VACM 06TAPU LOW FACTOR Sell NOT K I= THAN Ilr "I mommospow VPCM INDICATED FOR IACH AMDM TVPIE ON "a SCHMULt r elc 3 Irr 1/4-0 TAPCON �41I moom 0 9, 6�e as REQUIRED. COM"'I BEOCN SEPARAT TO CLA, ft MAIL PANEL L04CTH (SEE arATION ON SHErT 12) 0 -10 L/2 30 6' PANEL UENGTH (SEE ELEVATOR ON SHEET 12) ED - 11, 1 to t ED wwu ED, a is voox Oil .1/4-4 TAPOON j/4-0 TAPOON ANCHDR 0 9' D.C. ANCHOR 0 r O.C� _EXISTING FIGURED CONCRETE OR EXISTING; POURED CONCRETE OR CONCRETE BLOCK RECIURED CONCRETE BLOCK PEOLOW. V.Gm 8-26 JI 0 WGULM PANIELS 0 LIFE SAFM PANEL WALL MOUNTING r"thoo- SCALE 3/11-1' I INSTALLATION DETAILS INTO WOOD FOR UEE SAFETY PANEL (1) STRUCTURES -V writ O-C, ..0 IT 1/4' 2- p L 01 =is MIS 06 of 1 0 If V MAX. 1 %" MAX. PAII LENGTH PANEL LENGTH 10 lo- 6 (SEE ELEVATOR 1 (SEE ELEVATOR .1 ON SHEET 12) ON SHEET 12) I TO CLASS, GLASS. euvrom: VT- EQ. t- EQ. I 171 2-,c4- 2'*4* WDOQ PLATE PLATE REOUW41D /4'0 PANIELMATEPLUS REQUIRED 1111's P=T/M AMC34014 0 12 1/2 D.C. §71m ppj- A WALL MOUN71NOS SCALE 3/8-1- eAfflutw-FAMEL 44157 FLORIDA BUILDING CODE (Nan High Velocity III and Zone) I . INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATINGS (pe,f) AND PANEL S7ATE OF qoR % . .......... am I=. AD 24 GAGE GALVANIZED STEEL STORM PAMM TILIECOiffic GLOBAL MTECTION PRODIXTS, I.I.C. Co. box LENGTHS AS PO D"ATION ON SHM 12. 2. FOR NEW WOOD FRAAK CONSTRUCTION WOOD ONAL &W. 51 wnw R. 33314 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECI VA ftwool, M4)0�Vb-% 14" WW"M 20-175 DENSITY OF 0.55 OR EQUAL. -I - - 1 - 1 Defeat - px - I VE Coll) -Cu > 0 -I-, =3 Cl) CL CL C: 0 0 Cu -0 U) a) CU 0 - Cu M Cn a 0 2 -2 0 105 Cu 0 0 CU ;1- -0 0 Cn E " w ., 2 ca. Cu C:)- z z w mi C" I C%j C= Cm C-1 - 932 21< LA- CX. fit 03 CL C" E == CD f.J on CUP w CJ 03 C= :01 E C3 C.) Cn CD -111immillillf CD Cu > 0 CL CL CIO 0 L- CIO m LLI z z -j CL SHEET NO. SH 1.4, 0 EZI/le, EZIW/18 ANCHORS _tSEE SECTION 1125 6 ALTEPMWIVE WIN ON SHEET is)- ­ (SEE (SEE MM 2) NOTE 2) LI"I S r":1 iw POP RW b 4) 0 _4 A 11111 F;NI I T Or _L' (END PANEL) (INTEMR rANEL) (I R R PANEL) 'i (1�4TFR;om (END PANEL) SAN, SEE NOTES 2. 3, 4 1 4 SEE NOTES 2, g MAX PANEL UENGto at 40,13 P­1 a A 50% or T-1-1 1`1 -i I J ty! J _j L L -I _J - L L J 1 -1 L., _j_j L J J-1 L L -1 -1 L-I.J-LLJ--J-J-L.L-J-J-14J--J-J-i-J--J -1 3- Max L SEE NOTE 4 Ikl,, �KE SEE I* IAN, NOTE 3 ANC,40RSS IiOTE ISEF SECTION E71 ALTERNATIVE EZIW ON SIREET 16) P ZI/18, EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PAN L a) SYSTEM SCALE. 3/32"-l' /4, a.. GAP F11141j161ZW=.1 mmw-io�� ENGINEERING ENGINCERING EXPIRE-* PRODUCT EVALUATION RIEFOORT September 15, 2020 Application Number: 17MBA-R2 EX Project Nurither 20-31543 Product Manufacturer All American Shutters and Glim Manufacturer Address 1540 Donna Road Mat Pelm Beach, FIL 33409 Product Name & Descoption: 24ga Galvanized Steel Storm Panels Large hilesile Impact Resistant Scope of Evaluation: This Product Evak"w Report Is being issued in accordance With ft requirements, of the Florida Department at Suarness and Prohissuirum Rogulabon (Floods Swirling Commission) Rule Chapter SIG20-3 005, F.kC, for statewide acceptance per Marthod 1(d) The product noted above has been tested aradior evaluated as sammerized herein to show compliance with the Florida Building Code Saveralt Edition f2020) and Is. fix the purpose Witanded, at $a" equivalent to that required by the Code Re-ervalusfion of Oft product shEA be required following pedMrA Florida Building Code niod calloras or raives.. Substantiating Data: . PRODLICT EVAUWWN DOCUMENTS EX dral" #20-31543 Ittled *249s Galvanized Steel Storm Panels (KVHZ & Non4WH2)', shoots 1-5, prepared by Engineering Express. signed & sealed by Frank Bervirlardo, P.E. is an Integral pod of "us Evaluation Repol - TEST REPOWS Urifform static structural perfarmance has bow tested in accordance with TAB 202 test standards per test repart(s) Sfft-ASG-17-001 by Blackwitter Testing, Inc. Large missile impact resistance and cyclic loading perlamarrice ties been teshad in accordance with TAS 201 and TAB 203 test standards par lost reptat(s) #BT-ASG-1 7-001 by Blackwitter Testing, Inc. A &TRUCTURALEIIIIIIIIINEERINS CALCULATIONS Structural engineering calculailhom; have been prepared whic-b evalualles the Product based an comparative andtor national analyses to qualify the following design criteria 1� Maximum Allow" Spans 2. Mirrimarn Allowable Spers 3 Minuourn Glass Separation 4. Anchor Spacing 160 SW 1211 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (066) 396- 9 999 T1AM0EftGimfFMiNGExPRxSs,ccAI ENGINEEMINGEXPAtEss'COM LAST PANEL(j TO BE ONVALLED AT EACH OPENING SHALL ALWAYS BE PROV07 N�EAj'1RHAHDLEj TO FACILITATE INSTALLATION IF tifFENDED TO BE ED 0. INS Of OF STRUCTURE -1 N= 1 (t), �rq .ON QE SERIES 20M. E-Z RANG 57DAM PANEL SYSTEM CONSISTING OF PANEL - C-t TFUCKS TOP & 90TTOM �2). END PANELS SHALL ALW&S BE CONNECTED TO BOTTOM TRACK OTHERWISE A 5FOP BAR (W SIALL BE PROVIDED AT TOP OF SUCH PANELS� (3) IF EP40 PANELS ARE CONNECTED TO BOITOM TRACK, CONNECTION SHALL CONS!ST OF 1/4-111 M.S, W/ 7/8'0.3/32' WING NUT Or, 1/4'e.3/4" N;�. I"UMBSCREW INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY BE 9 EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL (4). IN CASE THAI END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i e. A STOP BAR IS ONLY USED AT TOP) AT LCASI TWO PANELS SFIALL BE CONNECTED TO BOTTOM TRACK USAG SPECS INDICATED ON NOTE ABOVE- IN SUC+4 CASE. CONNECTION OF PANELS TO BOTTOM P.)LK MAY OCCUR A' ANY PANEL LOCATION t WSTAILATOMS ONLY VALID FOR WINO SPEM UP TO 170 ..pm� I ENGINE-ERING Page 2 of 2 All American Shutters and Glen - 24ga Galvanized Sted Storm Panels No 33% increase In allowable stress; has been used in the design of this product - Separation from glazing Is not required for Installations outside of wind zone 4 and essential ficalibes. Impact ftsistance. Large Impact Resistance has been derrionstrated n evidenced In previously OMd test report(s). end Is accounted for in the artilinowng design of this product. Mod Load Re&stance This product has been designed to realst Wind be& as indicated in this span schedulets) on the respect" Product Evaluation Document (im, engineering drawing), Installation This product shelf be Oksftled In slact compliance with ft respective Product Evaluation Document ji a engineering drewirv), along with all components rioted thensim Product components shelf be of the masterial specified in OW product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use., Use of Oft product shah be in aftict accordance With the respective Product Evaluation Document 6.* engineering drewing) as noted herein AM supporting host structures shall be designed to remist all superimposed loads Rod shall be of a material lided in this product's respective anew schedule. Host structure conditions which are "at accounted for in this product's respective anchor scredule shish be designed far on a siftelspeciffic basis by a registered professional langimser. AM components which are peammorldir Installed shah be protected agishist corrosion. contamination, and Other such damage at aft thross. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). ........... Frank Hermardo. PE ENoiNEERiNG ExPRE-qse 4PF0046549 I Carl Audi. 1)885 160 SIN 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM Of AD tMIA RING EXPRESS, COM 4.� M� T T 4 1, I J -v t IF W Ln Zll,­, _T A" N Rft� E, Cos. If le V.� F _,HTM<_ Hx.,� in Ir ­T2. No- IM F ff-77 ,_AjW 7 lift -C Cox 20�31543 SO Z;L:. T, INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG SITIRM PANEL INTQ POURED CONCRETE, CONCREJE BLOCK ANQ WOOD STRUCTURES CONCRETE BLOCK --i-/4*# TAPOON ANCHOR a I r (L 1/4-0 TAPOON HEM: HEAD TEX 14.1* HEX HEAD TEX ANCHOR 0 Ir Ot� SCREW 4164" FROM SCREW *dye mom EDGE OF EDGE OF 71 F 2' Mi.. *9 a EA 7* Win, Y.- Ir SEPARATION SEPARATION 70 GLASS _1=96 POP MMA4, ALUMINUM POP To GLASS RMET 01 RIVET 1/4' 5,-0, US IN, LENGTH I PANEL LENGTH I Z�M�w At " TO GLASS 1 0 SEPARATION' a 4 TO GGLAW OF V I/eV-20%2' or a C THUMBSCREW, A 77 -7-7 1 Z'1111 LO - ------ CIO 07 1/2 CD TAPCON ANCHOR ei�'efi 12' C,C. Tiler, TAPCON� 2W Wow ANCHOR 0 12 oc. 14AIE CONCRM BLOCK ncouon REQUIRED WALL MOLWING WALL MOURN SECDON 171 ALTERNATIVE E21W. SCALE 3/8-l' SCALE 3/8-1- 4P$Elil FLORIDA BUILDING CODE High Velocity Hur Zone) LWon Gone AM MiN. PANEL H 1 0.44 1 1 M. 24 GAGE GALVANIZED STEEL STORM IFAKL CO. I INSTALLATION ARE ONLY VAUD FOR MAX. A.S-D� DESIGN SMALL BE 2'�TT IMAWN � 1 r J, . - - PRESSURE RATING +/- 40.0 ps f; AND 6'-0' MAN s, STATE 0 GLOBAL PROTEMN PRWUCrS. LLC. W/V/Mo PANEL LENGTH, Z [ILIECOOKC RAM 4 2. FOR NISTRUCTION: WOOD TA.Lf S-.. &I 'low NEW WOOD FRAME CO Z4> GAVE. F, 3"16 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC AA 1. 20-175 DENSITY OF 0,55 OR EQUAL. 10;.i. Pull /9-owl/I.Tr U111 fill W I ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) TOP MOUNTT (CONN TV P. TYPE AS WQ'D) OPTIONAL W-20 IFTITCH BOLTS WITH WASHERED WINGNUTSFAMNED OVERLAPS 0 MIIDSPANO�Usl APPROPRIATE SPAN TARLI ERN ;�� 5DTTC` 4 M FIT V (CM0 PF - N� REQ'D) R0,391- MAY BE Al T 0. BOTTOM /TN TYPICAL VERTICAL MOUNT ELEVATION N T & ELEVATION TOP MOUNT rrONN�PE_ Umx L ILLLLI 11111 IN r ILOCATION MAY VARY) WTTOM MOUNT 'nPEAS PANELS MAY BE NOTCHED AS REWIRE OPTIONAL W,-20 STITCH BOLTS WITH WASHERED, PROVI DW 7 HOT "WL ANCHORI 11 ARE USFD W 7`0�21 29 yfiAGNUTS FASTENED 0 SPANS ABOVE & BELOW DESTRUCTION,* 0 E=0 nDSPVM%(uSF TeSPAN Z VERTICAL MOUNT ELEVATION (NOTCHED PANELS) NTIS� ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUC* PANELS MINIMUM STORM PANEL SEPARNFION I ROM GiAS$ (WIZ, WIND tONE 4 & ESSENTAI FACA ITICS) MAXIMUM DESIGN ALLDWARU INSiAUA IONSLESS INSTALLATIONSGAFATIN PUSSU 'IF 1 SPAriji­1 TKANWASOVEGRADf MAN 30 ABOVE GRADE -16 /45, MD.. 6 1 2,16m -150 L40 0 �06 A, 1161� -!:SS 65 59 8'. 6,11. 2 72,. SPAN 5LHt:L)ULt NOTt:5: 1. ENTER SPAIN SO4EDULES WITH NEGATIVE DESIGN LOAD & PANEL FASMER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORIM PANEL SPAIN. SCHEME IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. "RANK FASTIENEW ARE STUDS USED IN CONJUMICTION WITH ALL MOUNTING EXTRUSIONS (-r-TRACK. STUDDED ANGILE, ETCJ USE 6 ZS- 0 1. PANEL FASTENER SPACING TABLE VALUES FOR ALL 'H' * AND *W-HEADERS (INCLUCHNG BUILD OUT CONDITIONS), I , LINEAR INTERPOLATION BETWEEN LOAD$ 15 ACCEPTABLE. OTHERWISE USE NCO HIGHER LOAD, GLASS SEPARATION NOTES: I ENTER SPAIN SCHEDULE WITH, POSITIVE DESIGN LOAD TO MEAMINE MIN114UM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2, SCHEDULE IS REWIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION ISEMEIEN LOADS is ACCEPTABLE, OTHERWISE USE NEXT HIGHER LJDAII 3 FDA INSTALLATIONS Dil OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES I THROUGH 3 THE GLASS SEPARATION SCHEDULE 15 NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPEN14G IS REQUIRED, MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NOTED IN DESIGNI DESIGN NOTES: I SCHEDULE$ POSWWAINDNCOAT 1TDE11GNLMEMURESCr LITID TH THIS �S� FOR S EM SMA L BE D TERM . PER SEP E IN NICE TH GO E FIG RE UIEM RM CORD N 7 CHAPTER I OF E RICA 81,11 NO coDE'SKALL BE LESS THAN OR To E OFL E DESIGN P U , VALUES LIS ED HEREN FOR. ANY ASSEMBLY AS S N. GENERAL NOTES: I THIS SPECIFICATION HAS ISEARI DESIGNED MO WALL ME FASkICATED IN MAS SEEN USED IN THE kDO'EN t2=0FE MONS 7 MON U11951t OR RKMMKED TS FOR list IN ON MAXIMUM TESTED NON -CRACKED COWETE ONLY. INSTALL ALL CONCWFE ANCHORS OEM MAIIII)FACTUREAS OMMMIAMIL TO INSULATE OR PW11AUL I I THE WHINERS A%; ELK'7koLym. U�O��&LVR S A-141)(M-N&N-AIM' ltL DEEM AS NOV . E SPOPI'ATION VC.NW us OF THIS It, FOS %tOSTADAMAGES I-C IA.F,.- E-CIFI-ON& C-ONTST-RUION U.-I Hit Pl, LOCAL, STATI�� &FEDERAL MOM 5 FROM OtVILATIONSCIFTHI51FLAN, is I EXCEPT AS EXPReSSLY PftrDeD HIREIN, NO ADDITIONAL IS 4 CERTIFICATIONS OF AFFIRIMATIO ARE INTENDIED. is. AITTRA E�TMJISOAOIDT CA MAJUROW TOT ISDOEUMINI'll- 14� AUDMS UO=M ARE NOT P tS CERTIFICATION 1?� FANELS511ALLOEPERMAXENTLY -'WITH A MINIMUM PF(I)LAREL PER VERY 3A TFre CONTAININGTHE POLL(XVIFIGINMAMATION VIWT M$� 0 IN -'R% -7 "";N, OWABLE SPAN SCHEDULE FF-301 ........... 7,v��RIQR FASTENING DEWL I N.T�S_. - - M =AL EGRESS PANEL DETAIL FASTENING TE =6=rl has 10 "iN cc U.1 A ul "A M _4=2 9w" 2 150. Dow" 0.75DO, 094' 0 TV;,. ISGA_ J§ 125 _T �Llwd TYP IW'j 06 3.0w L 930" 375d '�b, D62' 2. . Typ 2.000" _�Q21i3fij;. .25g, -4 2.oDol IRV. M&A&L_ I @11SLID-OUT HEADM C, �ffi_cLr @_k� N__V 11 V r139131, MAN -Lr,31x, .37 0 311311 i 0.3,6�� '6 ID 03 01' 1.5 sin Z 12.5071 PANEL COVERAGE C1.1- 079' FAMELLENOTH Las I tMI-1 G4 CES. 2, IF SO 13 IL DOW- j_-0.0sa. I . . .... S-4 V. Typ TYR o,gs7-4-4 M n, JIm y 7 0 376"' =CTMN ISIVERSE r A;; _Tu IEXIMMM r In 25"MAX. e ERCLOSURE VETQL_ NO .25'04AW, MAX. 00 SYILD-OUT 2 0'"' "S" 0 "D j"V7 ' 4' _'_OG 094. �4 T_ -P '-OM, CIMIANCE ow ENVIED LOW 3,02W 111105 MAX A'- 5, "021 2s" MAN MIN ladill MIN RED WIN ANCHOR SPACING SCHEDULE: 24 GAUGE PANEL$, PANEL FASTENERS 0 12 SO.0 2.3" WGF IDDSTANCE IF INA -_ AIMMO Pat R INNUU, TV's t PWI SPANUPT061 S" up To aa-le Coast TWIRE 0 CZ C3 C4 COMIN "IF CI C2 C]i C4 Comm "At C1 C2 C3 C4 41 4. 1 26.0` 1*71* 9.91 12.5'. 75'a" &a ., 12,51, 16.01 9.1. 6.11, Iff- 16.0' 1 L 8" so- MY' 1611" B.Z' 1 5.5' 12.5" 16.0- &3-: SX ZVI ISO at isoo s.r a. 111 12,31, to a,- BA- 4 3.4- a, 12.5"_ ISO :Lj L6. D" 3.4" �a, &J" 5.4, JZ,5.� 36'a, S.4, . IZ5, 16.1), &1. S.4" 'I W,77e.R".5 3 DEWAY ULTMON +1 52 12 1.. 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T., 4,Ok I & VV i2A' 4,7" 4ZI ANCHOR NOTES: A ANCHOq SCHEDULE APPLIES TO ALI- PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAJUMM ALLOWABLE ANCHOR SFACIK, MAXIMUMALLOWN)LIESMAISAND FRMLIRES INDICATED IN !SPAN SCHEDULE SHALL APPLY, 2 ENTEALANCHOR SCHEDULE BASIEDON PAWL FASTENER SPACING. THE EXISTrNs STRUCTURE =,E1UAL,g ANCHOR TYPE. SELECT DESIGN UCIAO GREATER THAN OR ECLALTONEGIATIVE DESIGN ON UTTER AND SELECTSPAN GWATER THAN OR EQUAL TO SHUTTERSPANSELecir CONNEMONTYPE "BED ON APPROPRIATE MOUNTING COMMON tSEE MOUNTING DETAILS ON 3. -PAWL FASTENERS- ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING RITUISIONS ["F�TRACK,STUODED ANGLE, M) ME6.35*0.0 PANEL FASTINERSPAC314GTARLE VALUES FOR ALL "H"- AND 'U"-HCADERS (INCLUCII NO BUILOCILIT tONDETICIFIS) 5 HOLLOW E`UQCK HOST STRUCTURE S 6� MVCMUM EMOMMENT WLL BE AS 7 MINIMU AbEtt',T,VANSFER. LOADS TO HOST STRUCTURE. 8, E ANCHORS NOTED HOM114 6)�LALL BE EMBEDDED TO UN -CRACKED OONCRETr ONLY 9. WHERE ENISTINQ STRUCTURE ES WOOD FRAMING, EXISTING CONDITIONS MAYVARY, FIELD VEPUPY TKAT FASTENERS ARE INTOADBCZJATE WOOD FRAMING MEMBERS, MOT PLYWOOD, FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SM. CLOSURE PIECM 10 WHERE ANCHORS FASTEN TO NARROW FACE OF STUD MIMING, FAISTEWR SMALL BE LOWED IN CENTER OF NQKtJAL2 - XV IN. k.W.001) STU Q EDGE DUSTANCE IS ACCEPTABLE FOR WOOD FRAMING), WOOD STUO SHAIMBE THERA FI G-0,55ORGAFAIERDENSITYAAGSICREW LL SHALL HAVE PHILLIPS PAN HEAD OR HEX WAD, I I RE SLE ANCHORS .MCIVA ARE DEWALT PANELMATF. ALL -FORM SCILID-SIET 5, MASS BUSHING 12. MACKNIESCRIEWS; $HALL HAVE 1/2' MINIM M ENGAGeME11t OF THREADS INTO -THE BASE ANCHOR AND MAY HAVE EITHER A PAN HOD R 0 V WALK K)CF) I) . N-O 13. MINIMUM EMBEDMENT ANO EDGE DIST, NCE E)(CHI!Uog�)SY=fZOH;IFAOTH(CROWEALL. FINISHES. IST4 TRUSS 14 = DESIGNATES ANCHOR CDAIDIT10145 WHI04 ARE NOT ACCEPTABLE USES. IE LINTAR INTERPOLATION 15 NOT PERAMEV FOR USE WITH THE ANCRORSCIIEDULES LISTM ON Z DRIM "Im I win 05 Cn -Cu > 2 0 0 cu -0 -4--, 0 a) Cn CD :t� (D 0 2 = = 0- U_ CU C) ,- 0 CU ;2. Cn - -0 E 2 An CL C_ U) CU 40- a. -0 .= Cl) < Z Z W mi C= CL CL e- C= cc c.) lj- GIL. C= CIA do E CD is U .5 Eii Bi: cul Go E to C3 Cn CD CD -&=a lithelletha CU 0 CL 0 CIO CL W CIO M L.LJ Z Z SHEET NO. SH 1.5� -T- -7 111 71- , 'IFT I -f 11 r, -T,