Loading...
HomeMy WebLinkAbout36339 Well HIll WayAB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALTorALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. 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 CONN or CONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. 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) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical 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 FG 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 FIR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. 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 K/WALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. ILL 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 Plt. Sh. Plant Shelf PLT HT or Plt. 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 REQD or Req'd. Required RM or Rm. Room RN D or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SO. 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 SQ FT or SF or S.F. Square Foot (feet) SO or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern 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 WOW 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 VERTorVert. Vertical VLorV.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 orWDW. 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 08/23/12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES REV. 06.23.22 2074 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAIN 7 LINTEL PLAN & DETA/�'. S SIN STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6M 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 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. e� a►.af 0 cap d� o a c� o �C..'� y R G9 a.- �VN y d o tU mC r. 4V d W r R e 3 L 0 7a= Cv y c C _ o � 11 pAqqtt @@ pppp11g i �t [GDG°S�g ai{e°i4%�idi�i f��0 <- d '�{r -NYEae,=� J r �i-- C Information To the best of the Engineer's knowledge, if and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a� W �E o a 3 0 (� cn�r� M ajcNnb Q @ w LL a Lu Z L m C,Z i° y.�N;fl o O W W U)M Z Q J ) Z N LL O O U U Z W 017,71 M Z N M 0 0 N a J N 0 0 LL 1 T, � a Uft ur t/i c U) v c W J L = r N C) O N c U)CD o �® O W W M M _J za z G LL Q z >� z p E V wz Z oa O E OQ az 00 U O< t� wg dZ �w C Q O < m 0 o� Z i M J � < �Z Z a0 W co T C) WLL Z NW �� F iJ M � ZI6 a F UU C)0 �� > M oc O N cc 0 co (0 C) :3 T Q Cr U) m N O a) 0 O 0) LO N <C � LO�— CM LO o Z M Z 7 • to E Q N @ IL E U Q p o JOB NO: 23-0610 SCALE : AS NOTED SHEET NO. C N 0 ih KITCHEN MIRROR b 50 o o I ul co L__J 0 VARIES, 2" LESS THAN CABINETS BELOW MIRROR � VARIES KITCHEN O. BATH BATHROOM 2 INTERIOR DETAILS 0 0 M 0 (V NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD p 24" TOWEL BAR TOWEL BAR IN w ON WALL ABOVE TOILET TOWEL BAR TUB OR SHWR ON BATHROOM WALL MEDICINE CL w v CABINET 00 Cy VALVES TOILET zo SOAP Ir PAPER ° DISH HOLDER 4 q 0 � �> o � CZ CZ � a q O % V> O M O FIN. FLR. DOUBLE RODS 42" H UPPER CABINETS -� 36" H UPPER CABINETS 30" H UPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE FINISHED CABINETS• o COUNTER TOP 30' H BASE q CABINETS 00 u -1N n rn 0- O 2x l? FRAMING b� o M io 1/2" GYP fV ? BOARD FIN, FLR 61 FIN. FL x H. SINGLE ROD I I 12" FOR PANTRY 4 EO o 50 F BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" V-4"XV-4" °L" SHAPE CMU COLUMN S LO N O NFIA TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 00 �) rO V-4"XV-4" "L" SHAPE CMU COLUMN S LO 1 V-8" H ---------------------- FAMILY 8'-8" FLAT CLG. CARPET I pl J - 3" _4- -4r-- ITCHEN 8'-8" FLAT CLG. TILE FLOOR G.T. - -------------- -- -REF. N- - - - - - 4' AC PAD d 2,411" 1 10 16 9--- 15 (3) 2x4 #2 SPF 13 DINING STUDS w/ (3) 16d 12 8'-8" FLAT CLG. NAILS @ BASE GG S3 11 CARPET eo `D TYP 10 42" H 1/2 WALL 3'-3" 4'-22r" 9 OR RAILING PER SPECS 8 FLOOR G.T.-- ----- - - - --- 7 (3) 2x4 #2 SPF STUDS w/ (3) 16d d - NAILS @BASE N O p EXTERIOR WALL M W/ 2x4 WALL U_ 1 2 3 4 5 - PAD OUT - - - - - - - ARCH - o - - - - 4068 D R HANSON BOX @ co 36" A.F.F. 8PW (3) 2x4 #2 SPF �� 28 S3 W. STUDS w/ HTT16 -- TILE - a - AT BASE - a0 - PE K "' FOYELR I - - DRYER VTE LAU N I� PLUMBING LINE G._ 0 8' 8" FLAT CLG. D. &S4 I TO SECOND TILE TILE FLOOR I I I t l l l l l WIRE SHELF @ H1 -- o - SW +54" A.F.F. W.H. _ - T - 0" 17'-10" w `1J - EDGE OF SLAB 2" 35 BUILDER TO g Lu ZO -�-� - BEYOND WALL PROVIDE APPLIANCE D1 In PROTECTION WHEN - 1 00 NOTE: FINISHED WALLS REQUIRED PER FBC w 0 - U I TO BE FLUSH. FIELD -' 00 � 1 M G.T. 8'-8" CLG. A.F.F. i0 a:F- -VERIFY.-_ _ -------- 1 C7 I ---------------- - ----------------. 8'-0" CLG. A.F.F. 1 Z W ENTRY1 OZ 8'-0" FLAT CLG. AFfF54 d x n'_' ------ GARAGE _ U ATTIC O _ 00 J >__ W TYP. @ SINGLE > w 1'4" 4'-4" STORY (SEE AA/S3 FOR rA STEM OPT.) S3 - - - - - - - - - - - - - - 00 I I I I I I I I 1 I I I I I I I K I I TYP @ S4 I O GARAGE i Ho M 16070 OVERHEAD DOOR 25-0" 19'-4" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE e (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED *" SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" O +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 0 SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18 X 25 2 S.H. 13 20 X 38 $ 18 2 X 371 S.H. 14 20 X 50 5 181 X 50 S.H. 15 20 X 63 18 2 X 621 S.H. 16 20 X 72 18 1 X 71 2 S.H. iH2 271/4X26 26X252 S.H. 11-13 271/4X388 26x374 S.H. 1 H4 27 a X 50 a 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 112 S.H. 11-16 271X72 26X711/2 S.H. 22 37 a X 26 36 2 X 25 1/2 S.H. 23 37 d X 38 $ 36 2 X 37 3/4 S.H. 24 37 a X 50 s 36 2 X 50 S.H. 25 37 J X 63 36 2 X 62 1/2 S.H. 26 37 a X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 'X 25 2 S.H. 33 54X38$ 522X374 S.H. 34 54 X 50 $ 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 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 JR-11/R-13 KRAFT FACED (GARAGE ! LIVING) FIRST FLOOR PLAN - ELEV-A LU � w o J v a :_ My - 1= m x ca ca N-acvs Q-cv� �2 = s m d d W wU c E � o Qq \ r * s To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. - W It E o 8 4¢#_ - ON O O) 9k 0 J °° co w LL d to N rpr`r-'D 5_ w a a M 0 �o Z _ o 0 15 o Lu 7 'aNc0 CIC U) Z W Z J - co C,4 Z U G w H z N O U ❑❑❑ Z _ W z N M 0 0 N z � � Q t.i1 M z 0.9 t y� IL � cry w m OQ) w m V.Ln M `tom" w U QT w m E i✓ _ .c 6 £ - C) o Q • o z w � M M J61 z � O Z Z C U- o p Ep U zo o� >N <o z ❑a I- rD O f -' O C x0 a F 00 U Q cu rp L w °z p w z �m) oU:o6ff 0LLw ma1 JJ a ZzZ a /� ZW OO a oLL =3 Jw 0mi V ola� a oO .o c O B > (� 0 °' m CIO (3) L (0 Cfl O :3 T co vJ 3 m -_ LO ai 3:CV) O O M N N <C M .-- ai T c'M M o m � iri LO Z Z E O ICU cc 0- E U '0 p c JOB NO : 23-0610 SCALE : AS NOTED SHEET NO. 1.1 SIN 42" KNEE WALL WITHNX �\ 1x8 CAP & CASING OR 36" RAILING �1 CONT. HANDRAIL 36" H. CONT. GRASPABLE RETURN TO RAILING 3/4" PLYWOOD DECKING 6 15 WALL DETAIL T 14 B - - - 13 SCALE: NTS PRE-ENG FLOOR 12 TRUSS - '11 1x TREAD (TYP.) 10 25'-0" / 9 3/4" PLYWOOD 2' 4" 16'-1" 6'-7" cTv Z4_1 8 DECKING2x4 THRUST 1x RISERS (TYP.) 7 2x6 LANDING°J BLOCK 60 `6 STRINGERS r\ 42" KNEE WALL WITH5 2x4 FRAMING 1x8 CAP & CASING OR2x4 #2 SPF STUDS @ 16" 1 3/4" PLYWOOD 36" RAILING 3 O.C. TYP. @ 2nd FLOOR 6 O H1 6 Op H1 D2 DECKING EXTERIOR WALLS B co 2x6 LANDING 2x4 THRUST 22;0 1/2 33 SH (2) 25-SH VCORNERS BLOCK 1 D2 TEMP D2 EGRESS 2x4 FRAMING _ (��"4H in o 33 �v TYP. STAIR SECTION U W = &.,11111111 ,��i� � C7 5 -6" - C7 zo STAIR CALCULATIONS: SCALE: 1/4" = V-0" a N-- v � Z -- --- Cl) 2468 BATH TOTAL RISE = 10'-0 3/4" w Z I- 0 10" FLAT CLG -- -- (16) RISERS AT 7 -9/16" - R/SH o G.T. 10" TREADS w/ 3/4" NOSING 48x42 _+THE__ - �_- - iv - ------------ 3 RECESS - TB' i� Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. D2 SHOa(VER _ r Riser height: 7 0' 2 -3'-�'�- 12'-10" SIM. w/(1) TILE TO, _ - 1 ��I 36"x22" The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the MSTAM36 7' A. -.F. L I I I ATTIC adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. @ BASE 14�___- ACCESS OWNER'S Tread depth: _� ' 1 -- �I W I The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of N 0_ O `� I 8'-0" F T CLG C RPET � SUITE depth within an the foremost projection of adjacent treads and at a right angle to the tread's leadingedge. The greatest tread de Y y TP - I 2468 (D 8'-0" FLAT CLG flight of stairs shall not exceed the smallest by more than 3/8 inch. '- -- CARPET Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. 4068 LM Nosings: B.F. The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not BEDROOM 2 co N CD N------------ I more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the _ R/SH smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. 8'-0" FLAT CLG - - Beveling of nosings shall not exceed 1/2 inch. CARPET Handrails: � uJ 12'-2" 4'-8" 4" T-6" Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail D2 w height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less a rn 10 than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a H1 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 5068 2668 42" H 1/2 WALL 16 returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than B.F. OR RAILING PER I 15 11/2 inches between the wall and the handrails. SPECS 1 J 1 14 Grip -size: S6 -___ --------- - - C° Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches TYP. @ 2 R/SH U `" 113 or provide equivalent grasp -ability in compliance with Section R311.7.8.3. STORY. SEE o, 12 FOR JJ/SGuards: O o 00 TECH I 11 STEMTEM WALL CENTER I Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 OPT. n3- - 67 I 10 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. 5' 7" 3'-4" 5'-8" 3'-3" I 9 3-11" Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 ILE TO _ `S6 0o 8 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the g Y 1 9 9 9 9 'A.F.F.-TH 1 7 reads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a TILETP 2868 J sphere 4 inches in diameter. 6 nder-stair protection: I nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side N _ N "' I ith 1/2-inch gypsum board. a I 2 3 4 5 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 FRAMINC (2) 2x HDR. REQ'D @ ENC LANDING FOF STRINGERS � CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 19'-4" I 25'-0" I I I I I I I I I I I I I I I I I I I I I I I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 D2 SIM. w/ (1) MSTAM36 @ BASE 1 3 D2 SIM. w/ (1) MSTAM36 @ BASE 3 D2 SIM. w/ (1) MSTAM36 @ BASE REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W1 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 +29.7 / -39.7 +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 OG N SHEET OH SEE SN SHEET k140 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' X 25 z S.H. 13 20X38g 18IX37iq S.H. 14 20X508 182X50 S.H. 15 20X63 18�X62� S.H. 16 20X72 1821X711 S.H. lH2 27 1/4 X 26 26 X 251 S.H. lH3 27 1/4 X 38 a 26 x 37 4 S.H. 1 H4 27 4 X 50 8 26 x 50 S.H. lH5 274X63 26X621/2 S.H. 1 H6 27 4 X 72 26 X 71 1/2 S.H. 22 37 d X 26 36 z X 25 1/2 S.H. 23 37 a X 38 a 36 'X 37 3/4 S.H. 24 37 4 X 50 8 36 1 X 50 S.H. 25 37 a X 63 36 z X 62 1/2 S.H. 26 37 a X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 7312 WIDE S.H. 32 54 X 26 52 2 X 25 � S.H. 33 54 X 38 3 52 1 X 37 a S.H. 34 54 X 50 8 52 2 X 50 S.H. 35 54 X 63 5212 X 621 S.H. 36 54 X 72 52 z X 711 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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 112" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Ed. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 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 JR-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN - ELEV-A � o >L uJ CD �yj C CO U N m>e LA - cc O N QN� 3 = a' CD a 3 cu >m U W N r- � 1= c� ,�k1@ta9II•F�FP ly o vvty > ;�'g . .......... < \ rCNIVI FL Z, �OFgpEr Q5Sgt0g ��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 - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W �E a 0 co 8 C5 c: w i✓ _ �? N N rn r- �--0 °k t» �m� st uJ Q C J U_ W �u'� a (� w Z Cu = v o 26_ o ox W �C20 °� w ° m Z 0 MZ a J a'. aN Z o< U o W ❑❑ N M O � z N QQ � Q M _ o X� LU (D O LIJ N ws CO U w J U o N co o w M M ZO Z Z Q co oo Q� Ica- p E U z z® o a F-1111- f0 o j 0 0 E 0 p � �Z Zo t wg c ¢z O< m0 F, �e (3) omZ Z m J ¢w i" �z z (n < aZ N� W m �� a 3 aI �O 0 = M Om c� L � (� C4 O T i� A CF CO T m U)LO N 0 , O Cq 0 M I" � 04 N < MCD r Z co T_ o Z rEu Z M � L0 E O N m` a E v c Q o � JOB NO: 23-0610 SCALE : AS NOTED SHEET NO. 1.2 ITf-..r-,l 1LIt as -'Iia' 116INIIAMrrIt :r "u -anir m,., ""A'. IIL n,r FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5� EXTERIOR PLASTER RE �12`1,11100m: DECO FLASHING I SHUTTER ON FRAME DETAIL 12 12 5� i i 12 �5 25 SH 25SH 2ND F - --------------------- T.O.M. -------------------- - -- - T.O.M. a C ------------- - CJ / WEEP r / ENTRY 011 HDR. HGT. TEXTURED -0 i�� FL71 M a iniCEMENTITIOUS �� M � a , I SCORED FINISH ON CMU v U STUCCO BANDS _ El Da0000El00 o ib SCORED STUCCO o? 00 BANDS � Ll El El 1:1 Ll L] L] L11— PO FO FIN_FLR. 3068 16070 OVERHEAD DOOR FRONT ELEVATION - ELEV-A SCALE: 1/4" = 1'-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS - - - - - - -------------------------------------------------------------------------------------- FLASHING -- ----- --------------------------------- - - - ------- --- - CJ / WEEP TEXTURED CEMENTITIOUS FINISH ON CMU 35 SH SCORED STUCCO BANDS SILL DETAIL, SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = V-0" SCORED STUut- BAN D M. DECO SHUTTER SCALE: 3/4" = 1'-0" T L--- 2ND F T.O.M. --------------- - - - - - - ---- _T.O. M / ENTRY HDR_ HGT. SCORED STUCCO BANDS --� -----------------------I---FIN. FLR. I LEFT ELEVATION - ELEV-A. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.Q. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 e� 0 c.J a• W o_ ar cc N M X �LL- a. Q � N Y 3: co W_= _. CJ d f3 ) A = E Co© 0 Sao°. •' tea. � ''° �, 5 � "• U �O i •0 �y'S�Lii t C' �y� P/rlt/st3liltigx`���`' , 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. to W 4 �E 8 V 0 0 N r. m N o~D H 0�� i .v 223 ! C J S LL w JlL y rL _ w ° -Fa Z °' 9 a W �oCa' NNE W 2 IL c°n�W°, m w co Z < a < N O U U o Z0 W ❑� a z m � o WV) a N z LL 4-1 c17 LM O N �N w o Ly N U m E U L Z N .G.• U o °� N s • o W C� M � 3 z Q C6 E E Q u za O of wz >m < N z© oCo t— rp O 2� i < ?o U p K o <= < wz o� r m Nm <w z oC_� 0w dLL �3 o w¢ w0 A OUR: 0 Q X > CIO O m rn m cc 0 ^, L c O ti— (� � Q CS r �CIO .0N — Ln V - N c' O M N LO M o Z cEu Z E O rA Lf) C= CU a U Q ca p � JOB NO: 23-0610 SCALE : AS NOTED SHEET NO. 2.1 EXTERIOR PLASTER ON FRAME FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 4' OFFRIDGE VENT 1 12 5 � � T� 5 (2) 25 SH ------------------------------------------------------I---2N1 TEXTURED CEMENTITIOUS FINISH ON CMU T.O.M. T.O.M. GAR./ EN' HDR. HG- e0 _ 00 0 00 FIN. FLR. CJ / WEEP 35 SH T.O. HDR FIN. REAR ELEVATION - ELEV-A SCALE: 1/4" = 1'-0" r-1Mr-nnr nOO Our Alnl r- I IOTnr I Cn A nCn :RIOR )TER ON AE -URED ENTITIOUS ;H ON CMU RIGHT ELEVATION - ELEV-A SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 `t C" c C-A o ' itCD n C f0 C3 N >e 9c y c .Q N � �d Cc W v d � o N =- �o >s 0 y J �� O U r LLD `• 4 fps%�7jR O F t ®R� e E 3 S `NNNN �fsfllltli)Ill`�\\\�®� 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W �E Vc: o N 00 C N_ W oo ttl nti,�_- S \ ,^ M V , * LL C J Z Ji CU J w LL 55 w — — a IL `1 .� N C t MC, If W o��� o W Z 05 m w � MZ Q J 0 �n Z N X OU < o W El El v M N (h S z o >L U) Ln N rI m + Oro a- C Z w a OL'i U) U �1 I— J EE c4 S i li fl'�III I'll'Y Ii III I! Ili I'II'I i' PP I�,Iilil III I I o ,� � Q W Y 0 o ®Ym N IY C o w QD M M Z 0 O Z Z < � J W z a Z N fl- 0 V o. w za oa Q E 0 oa U ° Zp F =aQ o� Z m 0 0 ¢W. gZ 2< aU W C/1 a WLL <o z �w m a� �- �3 _� <Q �o a c 0 12 >(� O ui rn m m 0 CID (.0 0 :3 T i� Q CL V) m N LO ch O � M N N QLO,-- ai Z' cM T � o Z z: E (D rn 0E Co a_ o U J a iv Q : a�i J JOB NO: 23-0610 SCALE : AS NOTED SHEET- NO. 2.2 I -I T, -1 1 -i ._ 1. 1I,.-...I'I ,I.IIPIRIII A.1.::l.l=.A1 Ur.TTiNYll a. IIiA.lil.ltl.�,. _I_Ail�:ill.i �l.1 1�-T-Ir T_ I Tom- 1 1 _F I -I I I I i � I I T-r ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A1200A INDOOR PANEL CENTER 10 #14 to lights & outlets NEMA t 10 #12 to appliances and GFI 150 AMP/ 200 AMP 01 #10 to WH 10 #8 to Range 10 #6 to HVAC METER MAIN 150=2/0 200=4l0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250,50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH '4, � FOUR-WAY SWITCH R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN 4� EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DI3 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) FTV1 TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 19 ELECTRIC METER FP7_ ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 1.5" VTR I III I I _Iii 3" VTR I / I /I <�\ �I I SWITCH DISP( 1" \/TP PLUMBING RISER 1/ I T f_% L-1 C SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER C ` DEDICATED RECEPTACLE FOR ICROWAVE RANGE HOOD PER SPECS WP A/C PAD GFI DISC. A — / I I / 11ENTRW DB & GFI TO I GFI BEALIGNED------- VERTICALLY I I DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS a M w LU 0 Lij Z � / O m � C) >_� COACH LIGHTS COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS / PER SPECS SPEC 3 & 4 KITCHEN FIRST FLOOR ELECTRICAL PLAN - ELEV-A SCALE:1/4'=1'-0" ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I I I I I I I I I I I I I I I L------------1 I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I f I I L---------------------------------------� SECOND FLOOR ELECTRICAL PLAN ELEV-A cn a u.a � y ci m n c�•s p ca c.a coe m �6 rn � Crt � W IE � rm c n. v 0 N M CD, 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages beating Engineer's signature and seal. W O d E S N o 3 LQ 0 M 2--m 2 rnnra U-i ut Q m"r 3 W a a c_j 0- Y t J L- LL Z t9 _�� O a Zto Cc O ❑ 0 Y W' y r p 7. 1 Cz O m Q W CO cp ¢ Z CD to W _ N Z Q UU 2 M �n fV U cA F o C) ❑❑❑ Z W (D M c� N M o � � 0 4 13 U) � /) �/ M O o (13 _ � a„ ` Ea U O V) o w �NZD to LS! J — E 71 G 8 i� C)ID o N O. o � M J z� � Z Z Z � U _ Z o } N Z CD_�O E ®8 W z Z® o a �0 ?o o °a � o w o � �J to to Qo U m� Y m J w o ¢ �z U5 a 3 oLL a �w o m j Z ch OQ n � o— U'> 0 O > CY) 0 rn Co Co 0 Q0 0 Q Cr m � N Ln M O 0 M NLO N Q M T T ui M M o m :3 , rri L i Z z E acc a E t) _j < o JOB NO: 23-0610 SCALE : AS NOTED SHEET NO. 3 - - - -- - it _. I _ ��,. � _L. _- -.i JS. P� �I 1:1adINiL,IL' ,i:.. A, k_.w,- IW lil J_n a.I y% W:12 SLOPE W IZ O J fn N ff] 75:12 SLOPE 71 W iZ 0 N M 4'-0" ROOF VENT 5:12 SLOPE4 r z LU LU ZONE-2 ATTIC SPACE O T 1170 SQ. FT. 4q ti% a ti% i 1`Q a i I O 04 i 5:1� 2 SLOPE 5:12 SLOPE I 1 ILUI IZONE-1 z 'ATTIC SPACE Lid 1 I g I 1316 SQ. FT. 9 I 1 I 1 I 1 I 1 ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. ofSQ. of ventilationto IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0,0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-A SCALE: Y4 "=1'-0° 0 9 �, c�a OZ cc 11 ®,MC, �® U N d � e® -< CV Y � S1 3 cc is g v as c ca c E o v A9 l yl N V o pTO Tvm cis ,e..k cl To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W vE 8 ® CCD C�4 N co O 7 O N CN C � N N640 �5 NMI J J L LOU � 6A M JC LL W O W L O Y 3n�c rMW co Nz a ILZ N O U O W ❑Co NM O O W (0 QN O Q J W13 N M Z ca CA o W � m U 0^ (/ I � N W o Ly N C� W J k-- — EpO di iii II ii i I 0 N N Y Q N O.4 0 FIN o w OW M G Z LL- Q o zo �o zo a� E uCO o wz _© o� ro M0 .o o E o co &¢ �a a< �Z M L o W Z �w �Z$pQ Z m 0 O m x U o� go Ono T ? o �� m J a 05 o wF V ao o— � O 0 _ n 0 rn ca ns (� C4 O � Q Cr � co r CL '^ m CV o � O a) CD LO N <C M -- T- cfl z E O y m E -0 ICU C � n U ° Q 0 JOB NO: 23-0610 SCALE : AS NOTED SHEET NO. 4 c 1 ''4 • V, , e #5 CONTINUOUS IJ I' - REINF. SEE FND. FOR _ " ° QUANTITY #5 X 25" X 25" CORNER a ° ti ° a ,� r ° ° ° ° BAR ONE FOR EA. ®° a s ®a a s ® ° ° s - HORIZ. REBAR TYP. - U.N.O. ° ° I< a "Alternate: ` I ° The reinf. bars shall be ® - ° Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1 /8" SAWCUT x 1 /4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN CONTROL JOINT DETAIL Oz v tv-m ilpmek 1 V-8" 3'-5" 5'-2" 3'-5" 2'-6" x 2'-6" x 1'-0" w/ (3) #5's E.W. TYP. @ L AC PAD PORCH S3 f w q ( INDICATES FILLED C LL O � I w/3000 PSI CONC. G�OUT II I T FROM FTR. TO BEAM w/ (1) #5 I q I U I ■ REBAR VERT. ABOVE SLAB. I I 0? 5'-10" 6-10" 4" ( TYPICAL @ ALL PLA ES SHOWN. HOOKED F1 G DOWELS w/ 17" EMBEDMENT I 9 w/ 25" EXT. ABOVE S AB. I GRADE 40 STEEL � I I C.J. It i" r HVAC CHAE E ■ I------ — — — --- � BASED ON 3 1 II � PROVIDE 1 1/2" IRECESS FOR SGD M LOCATION (REFER TO MASONS S3 I - � I00 I I ■ c%> SCOPE FOR WIDTH. to I ■ I I I ❑ F-Oi�b I I C.J. J ` ■ L --]_ I s6 r I TYP. @ I I °' TWO 10 3Y2' MIN. 3000psi CONC. 3'-8y" 8 `r SLAB FOR HERNANDO I COUNTY ONLY. V2" MIN d ■ I 2500psi CONC. SLAB OVER 6 MIL VISQUEEN III ■ VAPOR BARRIER o? I F Id d TYP GG I S3 — C.J. — ■ II ■ I III■ 4 �J L 7-3° I I - d- in I L ■ — — — — — — I PLUMBING GG I STACK C.J. S3 _ 2'-6" x 2'-6x — T-0— "" — 10 1'_0" w/ (3)4—STUB UP #5's E.W. I TO 2ND FLOOR -- ---- --- FOR A/C o � ririilrrtlrtrrr I — —b' K -31 /2" c I S3 S3 w I ( I w z o ■ ■ ■ ■ 9" 17 9" I11 2 O W q „I J I z U- Up if`-6" 3'-11" N PROVIDE 1/2" X 9 z I —¢ w 5 > J m ■ 1/2" RECESS FOR ¢ -j I a ■ op 4" FRONT DOOR 06 j in I O TOP OF CONC./ PAVER TO — - O I BE 4" BELOW FIN. FLR. I LL U �M I WJ — — I r > w I OPT. ■ I ? O I I ■ TANKLES GAS WH 2'-6" x 2'-6" x 1-4„ 4' 4„ C.J. - V-O" w/ (3) oo — #5's E.W. L S3 i i o I TYP. @ ■ ( I ■ ENTRY I w o I A i � I s3 TYP, @ SINGLE h J j i STORY I S3 (2) #5 VERTS w/in (2) #5 VERTS w/in I HB FILLED CELL FILLED CELL F� 1'-8" 16-0" V-8" 1 19'-4" 01 5-8" z O Q t] z n O U- 7 z O Q 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 MONOLITHIC FOUNDATION - ELEV-A. en c% e% `s o urLU ms aa� �- Cc � CL x„ -CC ea E � w ! y 6 a To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seappll. W O E $ N O r N Co Lo O N p� 6 � f0 # it 0 A� 7 u7 W N # , LL V) V m LL z 0 o g0o Z rmv ~� -Lo � cO N O m � Q U)� 0 Q I— z _ {V W N CO. Z U O0 F _ z OU ❑�❑ W M C14 M o� co C0 N � o � UrNi N � t3 (V 0 j� +-, f6 v, w U O N L.0 .) LU ...,. J E N ID I IC!:: U) ° �NmRid o w M z ¢ O z Q 2 U- RS E zo �o Zo CL U ECo oLL z0 oa H CI &� 00 0 ®E < AW L cn e < o S= OU W m o o� zr z 3� MEN in az rq W T o << CD0 �o iY �w a o� 0 ¢ Uz� .N 0 M rn m O L 0 c' Crr jy is CL U) m 3 N LO N M 0 C:) M CDLO N Q CV) w T CV) o cU) U-) z z E CD a E U 0 a ai Q J JOB NO: 23-0610 SCALE : AS NOTED SHEET NO. 5 TYP. @ 1 CORNERS p2 I Cl) o0 L0 13'-0" 2 D2 FT3GE 12'-0" N O LL @ 24" A O.C. MIN. It LL J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL FT7G FT6 .TYP. 1 1 F_ LL BRG. WAL O O D L1 0 N CD FT8G FT11 1 1 V LL FT11 . 1 FT13GE • •� S6 LL TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 35 A (2) FT9 tD1 CJ3B CJ 1 B 9 D1 D1 FG3 D1 �r T A TYP U.N.O. m m 5'-0" co m A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) 5-8" I34U L ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION a=oft [4:12]-[12:12] AREA ROOF 1 2e I 2n I 2r 3 3e 3r 10 HIP -35.94 I -49.57 I I -49.57 I -49.57 GABLE 38.22 1 -38.22 1 -60.99 1 -60.99 1 1 -60.99 I 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 I \� ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I \� ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I ROOF SHEATHING: j SHINGLE: %s' EXP. 1 (2Y/6) or 15/32" EXP. 1 (3�/16) j TILE: %2" EXP. 1 (33/16) j NOTE: I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y$' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", 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. 2 ROWS 8d @ 6" O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.C. ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TOE 7 PROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL JOINT AT 48" O.C. MAX Z@ LSTA30 EACH SIDE TRUSSES EACH END OF WALL 2x4 SPF STUDS @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADD'L INFO. DETAIL C/S3 SEE PLAN FOR DIM. SEE FND. PLAN FOR FOOTING SPECS. °`•' ° °" INTERIOR SHEARWALL @ TRUSSES STEP-DOWN, WALL TO TRUSS SCALE: 1/2" = V-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 112" 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 1 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 47 (14) 1/4" x 2 1/4" TITENS (10) 1/4" x 3" WEDGE- (2 PLY) OR (28) 16D BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1 1010 1 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0.0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 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, (6) 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 <CONTLEDGER (A) - INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. LA_ rj- fA 41 § Lu L us . . < L) (V) 4-1 LLJ Cc ) V) n ALA CU EID CQ cc < ICY co SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A SCALE: %4'=1'-0" e� DROP HIP DETAIL 2-0.0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (6) 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 <CONTLEDGER (A) - INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. LA_ rj- fA 41 § Lu L us . . < L) (V) 4-1 LLJ Cc ) V) n ALA CU EID CQ cc < ICY co SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A SCALE: %4'=1'-0" e� CV O coo � . ca ar c sv a. � (2) TYP. Cl c 5,_811 L 19'-411 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n I 2r 3 3e 3r HIP -35.94 1 49.57 -49.57GABLE 10 -38.22 -38.22 60.99�49.57 -60.99 -60.99 78.58 —-----T— I ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): \ r ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I I ROOF SHEATHING: I Q I I 1U I SHINGLE: Y/s' EXP. 1 CY16) or ts�32" EXP. 1 (3�6) j TILE: is/2' EXP. 1 (33116) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS I I I ®+ 13r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%z', SHEATHING SHALL BE FASTENED ") WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS A META12 1420 9 -10d x 1 1/T HTA20 1870 1585 10 - 10d x 1 1/2" 1875 N)PLY A (2) (2)META12 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 - 1Cd 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) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 1 4175 22 -10d x (1) 5/8" ATR w/ 12" I EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C T(EPDXY EPDXY LGT2 14060-M 3770-F13500-M 3240-F LUGT2 13100-M 4520-F 131 00-M 3800-F (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 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 12-10d x 1 1/2" HHCP2 1 680 1 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY '** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS, ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT RECI D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (6) 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 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO ATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" 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 i 2 PLY CARRIER x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-A SCALE: %4"=1'-0" e+� C= C1.4 u� c C14 LL- N O � 3= � CD � 3 m as as s ca � ta QA c E 0 0 �b d'dr• N' �N "p1-- q ��IrJx V PAPp 7 e h`a� g� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q �* E O M U O (V V 0 w _ o � W N N 7 rD # rid J 11M� Q (N � 2 U. N 5 J C LL LL LL 52 w co LL , D In CH V Z lIvI03 _ W a W 0 2 r o � Y O (V Z 11LWU) I m Lu - NZ a C11 N 00 L) 6 W ❑ ❑ N M O � CV z o � � J � N r ln/•i' rNi Z v W `o al i--� cn — � 0 w g In - r�!f � � v U c Uj J E oe U ) C � x ao � ¢ N Ol o w C.0 M M J m Z O z Z Q � N g O Q N i✓ t� to 2 &Q 00 o� o o Eao co B "z «z �z c/�. M C <o 3a Y mo az O C O N Z m J m Q W ¢ o� 20 z go � aLL az N W T m ¢ ¢ r H — w �0 o v <� ol< ;o a 0 C:)i O y �M Of W L co cfl O TCID Q 07 CU U) m N � _ LO O d' - M O C).Q M Lid No CN Q M r— E CM i6 LO 6 Z Z E OV) ICU E c n U Q O JOB NO: 23-0610 SCALE : AS NOTED SHEET N0. 6.2 ' I I I -I—FiJi I t.: i Ili I FTr a i --„ 11 -- GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load �� . O Safe vertical load + Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS MEMS ffs ON ON FORM & GROUT SOLID O . W � J U O #5 BAR CONT. 81`12-1 B/1T 'Vn LINTEL DETAIL SCALE = N.T.S. M moon F = FILLED WITH GROUT / U = UNFILLED yl R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16— B/ 1 T U a 00 tNOMINAL, QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT #5RQ M IN.. (1)(1) REO'D 1/2" CLEAR ALTERNATE POWERS STEEL LINTEL d a d O a #5 REBAR AT TOP _:Z = (D M.U. LU aa ° MIN. (1)REQ'D 1-1/2" CLEAR n — � J ¢ z C — A z0 a a < GROUT io = n �O ° v7 5 REBAR AT = u~j w e O BOTTOM OF a (n ? Lu LINTEL CAVITY o U 0O rn w -BOTTOM 0 X U O " REINFORCING ¢ ¢ (7 00 LL" w _ 7-5/8"ACTUAL PROVIDED IN LINTEL Z i 0 ¢ d 3: IR #5 REBAR AT BOTTOM 8" NOMINAL WIDTH (VARIES) U) 16 ¢ d AS INDICATED MATERIALS `---16 GAUGE POWERS cif p precast = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM Cgat fg = 8" to psi slump. 4. maximum 3/8" aggregate and 8" to 11" slump. POWERS STEEL BOXED LINTEL NOTES ALT. ( ) 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4"x1 J" TAPCONS OR TITENS *CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ %" EPDXY ANCHOR OR Y" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN T/WALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = 1'-0" O 8'-0" LL (D 4'-6" LL C 4'-6" LL (DMIN. 5'-8" LL (D (D 13'-0" LL 5'-10" LL (DMIN. 17'-4" LL LINTEL PLAN - ELEV-A SCALE: Y4"=1'-0" V c era C%J c® � U t� •— `; a o CC C-;' N l3 ® a- N = LV N " = r Q CV Y CU N > C dCC � CC CD CD i CD UJ C3° W . ' L j "- R 1450 rF L <, 'rtiitttii.tpq�i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, a o E C', Q 00 U O C o N ^ yLO N �N, V 2S W Q C LL 2 LL W J W LL 5 d. a Y 3 C L (6 'IT Y W 52mrn J Z N 0 d ILV n N J H O< O Z U W El Z N (7 0 0 o z � N a J — r M N Z o u_ -� cn LU ° U O w o tin of MO& �N - c6 f- cn C c W alZ z III o D 0 N I� w z a m .:)- O E U =o wa >� < � ? oa F@- r0 o —E a o L w J C 2 �m omz W m CU N� <w 5 O< C1J a OLL U az ww W az =3 J o w¢ 0' ;o '�Y O ¢ a U - U 0 C:) = > M O d' W cD co cfl C) Q cr co U) -2 N LO d' M U M C) LO N Q r) �, r M cM T LO o Z Z E CC a E U Q p � JOB NO: 23-0610 SCALE : AS NOTED SHEET NO. 7 1 h I A_..i.nI_ i r.I E 1 — —➢ - - - F—r DTI r I - 3 2 w I 0 N 0 cn 0 CD 0 J 0 co 0 1 r-4 i N b L6 16 v (I J rn c N 0 i v a F2 d E 0 x v c J i c 0 •U 9 0 LZ 0 Lo 0 0 a N 0 t2 LO ai 0 d a w m a� v N NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT, REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE 0F 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 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE 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. F N F TRUSS H DRAWINGS ARE TO BE SIGNED AND SEALED BY A ALL R00 AND FLOOR USS SHOP FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 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 L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3,1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. 2„ jy„ 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 W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.Q. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED 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 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Concrete overpotfr and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. M N �- LU .- �; a n c. CN cad 1 y Cc C= a�N� aJ >Z d d c bc� v � c E 00 y CD i pp 10 ee® ,, U• rd+®. 'x" e =LO „]- es• p \N 4111111101100 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 v E 0 M U Q p N N : p 0 C-, C � � ri a (� w Z ��� o J N 0 _ z W �m°'°' m J Z LL U) CO¢ N a O O U Z U W ❑❑ N M _ O o Z C N z o� ¢ Q N r d N z 1CM1 v 0 +, M U-1 j 0 o W �V) U) i- U C a- - E oil U 0 a m L� U) 0 '® ¢ N M 0 w co J 0 ij Z Z Q � LL ca E E o z o o z }N a01 R 0a ra CL _ - Mg w U0 C E �¢ ao 0 �Z r w 0 K W C -,=,C <o w m� Z 2:tig J ¢ aw �z go W cn O4 0 a �w C) ¢ 0 M v w 10. a 001 0 c O > M O �} V m `m 0 ^, i cc O O < Cr co U) m 3: V, N _ LO O O O M N LO N Q CD .- L0 ai N w M � Sri o Z z to E O m E a c c a U _j Q p JOB NO: 23-0610 SCALE : AS NOTED SHEET NO. S N I THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING I'i Ir'I I`1 [ Imo........... E ...... ................... ................ .. .... . .... 16GAxl-1\2" LONG (3/4"-1" CROWN) g'. J.. STAPLES @ 6" O.C. VERT BETWEEN M4X................................ „ „- „ is _::..... 16GAx1-1/2 LONG (3/4 1 STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" STUB -OUT FOR 1 �_� o 0 0 LO GAS METER O o U O {_ N z0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'4' (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 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/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 314" wood panel 1-1/8" or two 1/2" :65:0:Os 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap ° x � .r FILL CELL Cn w C> STD. 90° CONT. #5 HOOK BAR STD. 90° HOOK BOND BEAM SIMPSC wl (22) NAILS 1 CONT. #5 BAR #5 CONT. 5/8"0 THRU BOLT FROM FOUNDATION TO HIGHEST BOND BEAM STEP BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE Q BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING(fJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 118" min. 2" max ) Small gap 2" min. • � 4 max. y _ a Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 4" required when indicated r max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite qio OF THE JOIST ASA REQUIRED LEAVING)/8" GAP TOP sides b 6". -Hangers with side nailing. @ Y- Hangerswithsidesnotcontaining WEB STIFFENER t. DOUBLE JOIST CONNECTION topflange ofcuts - Birdsmouthth cuts.. N.T.S. Under 2nd floor Cnh,mn ,er/ InnHe N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —7 DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls 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_tz Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End Intermediate 01 BCI5000 9-1/2" 2-8d I 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d I 5-8d BC16000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d ! 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s® 11-7/8" 2-8d 3-8d 14' 16" 2-8d 2-8d _ 5-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC wl (22) NAILS 1 R TRUSS OP PLATE �.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist J blocking panel *Non -stacking walls @ INT. BRG. WALL require additional consideration. 10d nails SECTION — N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) C ❑ co 6„ A 1)/2" ROUND HOLE MAY 6„ 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1)/2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y2' .Any 166'joist . _ - - spa_c�? - T-9' VA" 1 Z' 1 _2,° 1'-3" 1, 3' V-7" 4 -1'1" mil" 2' 3-2' 3-7' 12 T4Y' 1,_1,. 1, 2 1 2" 1, 3' T-9' 2'-4" 2'-11,. 3- 7 4! Z' 4-9- 9-4" 16 T-t)'° T-I" 1, Z' .1, �,. 1, 7"° 2-6 3-2' 3'_10" 4'-9" S'-7" 6-4. 7 2'" 20 T-a' 1'-1„ 1, 1, 2" 2'-a. 3-a- 4-t)" 4' 10" 6-11,. 6-11" 7'-11" 8'-1T 24 V-a' T-1,. 1, -2° V-3" 2` 3-7" 4-9° 5'-10,. 7"-2" S'-4` 1 9-6" 1C)' 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. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1%" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALL SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3' to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL 00 FINISH GRADE Backer block (12" wide min.) I i _ Nail with 10-10d nails. - — Install tight to top flange. SLEEVE THRU STEM •' SEE PLAN FOR 4.— FOUNDATION INFO ` G STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap I 1 Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " `depth t0j o� I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN rvu Unmx 1+ rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. :�v LOCATION OF SECOND H10A ° ° �° (WHEN SIMPSON H10A ° REQUIRED) w/ (18) 10d x 1 1/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION , ® . . a i111=111_ll A A. " -I j l PLUMBING LINE PVC OR SCH40 SLEEVE 4 d d °A-►Ililll��, ul SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" CENTERED @PIPE PENETRATION O A a PVC OR SCH40 SLEEVE r— PLUMBING LINE d A / SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE , Q A C d Aa. A Aa G d I —I a a I I —III —I I; -I 15111-1 a ° I -I- I a SEE FND. PLN. SIZE & REINF. cry N O C2 :�i v �r mvCQ --$�,,< C Ct .Jf ciz- ro � CD C E o � v v G r . M `N v x !4 `•rlkP�lfEt�rl�i To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. U! * W NAM I-8 4 , N O C. N S' ° UJ o - U LL 77 J r` r; M a a rd 7i w ° ��N' Z O t V W iT z _Z LL 00 O < O zu 'N � Z 4 ao U � H 0 o00 W o o z ID N z o Q — E3 to z t'13 ry U O,,, Vcn un o n usa ru U U _U� a =Yv U 'o y ° C U) w® W � M p Z < 6 co E o o E O wZ ze oLa rC6 00 O ie ¢ C 0Wz 40 o � nd z o Z �w ¢o mo �mQw zm� o< go to T aLL dZ W W m <� 5E �3 o w wa ;o NJ o ol< ,o >M ON 1 2 ` L t6 O O Cfl 0 VJ ° N LCL r m O CV)O CQ M N LO N Q c,) *` (0 M M o Z M z 7 E O vi LO co c d U _0 p JOB NO : 23-0610 SCALE : AS NOTED SHEET NO. SIN 1 �I — — -- - - - C ,o W 0 i CII Q r- 0 CV 0 Q 0 J 0 C, 0 I N M cV L0 0 rci L v N 0 o, c Q N 0 i E FT E 0 v c i 0 0 0 LZ Lo L 0 0 N 0 to 0 d 0 w M m 0 FOR UNDERLAYMENT 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1U-0" (R302.11) 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 & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO a BE IN ACCORDANCE w/ ASTM . =III=III=III=1 m I I=III=III-I 11= 9 =1 I I —III —III I I I D7158-CLASS G or H, or ASTM 11=1 I I —I I I=I 11=I— ° ' 1—I 12 D3161-CLASS F, IN ACCORDANCE w/ TABLE I �, — — '' I=1 1 1-11 I=1 11=I I I=I 11-11 I-1 1 III11=I I (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING =1I II I II I1=1I1=1I1=1III I IIIIII F I IIIIT71. 1I' CODE 7TH EDITION (2020) RESIDENTIAL 8„ ROOF SHEATHING - SEE INSU ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIESjdk SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL FYPE "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 —z FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 Lli ° NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE FN ' r ° ° ° I - Z °° -—I co 6 MIL VAPOR1 BARRIER i I III I D' • I I I— r COMP. SOIL. I II (COMPACTED TO 95% MODIFIED PROCTOR III III I I[=1 I I —I I iTl ASTM D1557) 3" MIN. CLR. O #5 REBAR CONT. CHAIRS TYP. 1'4' (1 STORY) STD. 90 HOOK (SEE U.ON O 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14,E O.H.D. RECESS PAVERS % z M � SEE A/S3 OR J/S6— -I 111 I I I I�rl I I 1111 111I 1= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' ) 8" (2 STOR GARAGE DOOR SLAB RECESS rj-J� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 00 GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 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. 7/1F _V)- II 5/8"OR 1/2" HIGH STRENGTH \ (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2" x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 2° ELEV-0'-31/2" z 31/2" MIN. D A.F.F. p U- b o ° TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH —� BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS e „ (U.N.O.) (OR / GYP. TYPE "X @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12) 10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2" x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS 2" �3 1/2" MIN. =1 �I I1; 131/2 (min.)- 4 b- oo TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH 3 1/2"(min.) - 4" L I —H 11111F:731(21(min) - 4" L-1 I 1 y —III III —I I III —�- 11=� Iit I II1�- (2) #5 CONT.1 4" 1'4" 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" �\�os QGS• M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 0,MAN` LOAD BEARING OR INSULATION PER FBC AND ENERGY 1GGN�\N EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ — APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 1U-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT 24" O/C W/ 2" X 3/16" �° METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) *SIMPSON SP1 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING w/ (10)10d NAILS 04 FIBERMESH WEEP SCREED INSTALLED BAR TYP. 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi MONO OR STEMWALL _ — _ — hi D FINISH GRADE 60 ] [GRADE 60 MIN. Fy= 60ksi] Z M °. 25" MIN. LAP [30" MIN. LAP FOOTING MONO SHOWN — :I I —I _ o0 6 MIL VAPOR BARRIER —III> ° ° I IIj= =III=_ 00 FOR CLARITY 1 ° = I I=III 11 11— #5 REINFORCING BAR R 1 7/8 11== 1Tf ITI--OJT T Z NOTE: I I • e ' TIC fr=T—I * N COMP. SOIL. ( I —III—I fI- T COMPACTED TO FOR BEARING WALL —I W/ UPLIFT ONLY = 95% MODIFIED PROCTOR ASTM D1557) j IIIII�iI1� I�I(-' 4.. 1'_4" FRAME WALL TO C.M.U. WALL CONNECTION U rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION, SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" `4GRADE 00 . ° =(1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 —1 rO.H.D. RECESS iv a _ e I'111111� II ��' , 1=4r11� SEEA/S30RJ/S6---- -I�III Illlillll I III I I �• FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 1. S3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 2rr 1/2" FROM SLAB 0101, 0 CONT. BEAD SEALA& a Q INTERIOR a.. -31 / -71 n � •C _ Y r � CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE S _ 4d 00 � N Tf I I I- M 6 MIL VAPOR BARRIER ►s�iri���i .o . • •■ 91 HOOK 1/2"(min.)- 4- —�.fr—f I III=1Tf 11:=I I I ITf 1111 II' (2) #5 CONT. -III— 14, II �JITr� lI r8 U.N.O. 1 MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE u1 D U T 7�� T•� ' U) pLU . LU a W — REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE S 7/16' O.S.B. COLUMN LOCATION - - - I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7116" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE Q > Q J SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o w CONNECTION INFO. 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" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w g SIZE VARIES PER PLAN CONT. BEAD SEALANT Q w/ MIN. (2) #5 VERTICALS a > FILLED SOLID (SEE PLAN FOR = 6 x 6 W1.4 x W1.4 N LU W SIZE AND REINFORCEMENT) WWF OR FIBERMESH �, ES LU ° BRICK PAVERS or AB PER COMMUNITY SPECS 0-0 FIN. FILM./ -Ill IV 'NTERIOR WALL A; STEP NON-BRG. (**K� TAPERED COLUMN FRAMIN KG12 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH �, E (2) #5 CONT. =11 I-1 I LEI I I , I -111 1 ON 3" CHAIRS 8" 1'4" 8" (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 - 7 r WWF OR FIBERMESH SEE A/S3/J/S6 —, I �� � � �, , ���—� � � , �� � 8"FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �- SLAB STEP & RECESS @S.G.D. M SCALE:3/4"=V-0" 'I, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD E d CONT. FOOTING STEEL MAT REINFORCING.`" ' M 002 GRADE LU 0 J • z�w� LU paLuo z 0 0 _ • • • • z Q U - LL ce g < ILLJ FOOTING BEYOND PAD REINFORCEMENT - 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. 13 e+rs N 0 N v co N e��X N ® � d m � ��`vea;➢�a��'�((E��sfser; sty t�: � }� Ell ,• L ovv To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. w �E h o m U �y N 0 C N r `° 4 L @ LL!- a J VZ — O d Y L l9 0 W D'EDNCO 3 W r°�C? m w IL T. N Z Q Z N O o U 0 W ❑� z N M 0 0 Z N Q o Q J N N 2 0 (� L11 - U o O wQ.) C N U) U w � m�n — J E Q O I = U ) • a w M J Z ¢ o Z a L.L E E Q p � U of z0 oa 1-- rO _— E CI.0< g 0 Sx coo Q0 wZ R Qo -Q oo mo Z� ma� F >Z z z 3 S< 5S a onec5 o� �w Z� o wF o F c� =IQ 0 0 0 c Q 2 > (ID rr Om c� L co O � r C� /•� Cr Y CC r U) m N LO d' S3 c') O 0 CD LO N M -- r lu E M T LO o z o a ci0 a o JOB NO: 23-0610 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 W I C, N i O cV v v C� 0 J 0 0 i M LO u7 O 0 0 `41- N O rn 0 M O a F2 E 0 _ v J i a 0 0 J Q, LZ 0 LO CL 0 o N 0 u7 LO iv Q w 0 w a M m v (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT " 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3 DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.)—� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP PLATE VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" ❑ SOLID AREAS ARE ❑ 7 5/8" 8" TONEAILS SPACED STEEL AND GROUT EXTERIOR FACE OF BLOCK = ❑ ❑ no EVENLYWALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIORINTERIOR❑ HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ 12 10d 3 10d TOENAILS T&B ALJ NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + F. STUD W/ (3) Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD ==_ SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF TO DRAIN C DOOR OPENING DOOR OPENING ❑ ❑EXTERIOR � ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11"DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 a e a a Q a g" STD.90°HOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION IT IF NOTES: 0 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. SL� WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL Q Uj \ T- 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD 11 CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR ,f TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ -� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE AGE R NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCKrK SCALE: N.T.S. S4 HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER \—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS Is OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. QO OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS ' @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) v O/C FIELD 2x TOP PLATE2X4 V2-16d 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)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--- W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. — PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50°10 OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 � • SPLICE NAILS TOTAL) EA. SIDE OF . ' s�B.�PLICE STAGGERED • 'k \ �10d @ 8" 0/C ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON n /8"x10" ' J." BOLT @ 24" O.C. MAX. MIN. (2) PER c BOTTOM PLATE 2X P.T. SECTION PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SIMPSON SP4 -� 0 anvlravty or4 SP2 auvlrwl 1 TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON ` SP4 / SIMPSON SP1 SIMPSON SP4 2X8 P.T. BOTTOM P TE NAILED INTO TRANSOM FRAMING SIMPSON — SP1 SIMPSON SP4 E TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL v or,+ 2X TOP PLATE OVERLAPPING Jd NAILS @ 6" TAGGERED I -BOLTS @ 24" O.C. +SAX -2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) i (5645# SPF) 3 (6970# SPF) IS (9335# SPF) N. 8" DOXIED A.T.R. I&NUT 'OXIED A.T,R. I&NUT DXIED A.T.R. I&NUT C ROOF TRUSS ABOVE 2X BLOCKING 0 -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SIMPSON SP8 FOR 2x8 WALL) SHEATHING SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM -' PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. S4 a+h N o C%j .41 -- Cji > � � CD /,- Zz e O 0 C� j�I , h` 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 v E U 0 Q7 N c0 N C: g5 LL. L� J Z 55 Q V JLLLL W Z — : a 4 ,. o to y o C,co C z LOm Z �n N Z O U U O W ❑rn N M � o o� N M U) N v o u_ M v� W � r _ E 3 d Elv o N Q N Of� ti o w M Z ¢ o. Z z Q E z4 o Zoccs a a 0 on E U o wz zp oa r rvg o� 0o ®E 0 0 S< �z 00 ao mo Z LL az m a w¢ ;o M _� ° 0 O >M 0 c� (D C0 O r (.0 Q Y co m — Lid O � C')C) N Q M i T M T a v; LO o Z M Z E O EL U _j Q pv JOB NO : 23-0610 SCALE : AS NOTED SHEET NO. S4 3 -o w 1 A 0 i ckf Q 8 0 P a a n C) J 0 0 I M N 0 0 i L 0 Q c Q N 0 E E O 0 c c d: c 00 0 J N f7 N 0 LO 0 0 0 LO ci 0 0 0 Z Q z w Q m IE 0 SIMPSON HGAM1( W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-? (2) 16d NAILS—� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 911 BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL \\\ 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 900 OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ � AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. •• BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD 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" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. • THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD7 EDGES AND 12" O.C. FIELDPC INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" EACH JOINT w/ (3) 1Od & (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) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING' 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. END TYP. TOP & 771 AND 12" O.C. FIELD BOTTOM ATTACHED (2) 16d NAILS W/ (2)16d TOENAILS \ 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" 4" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES °� 1/2' x 8 J BOLT @ 48 O C 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SIDS SCREWS TO SIMPSON META12 w/ (7) 1Odx1 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 10d 3" 4" O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 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" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4' 1Od NAILS & (4)1/4"X2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP rF SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° � 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ • WOOD TRUSSES `° 60 1 1 00 1/ 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM xi vz 2x4 RAT RUN BRACING 1 1 2"\ RIDGE FASTENED AT AT 24" O.C. ON TOP OF t2' EACH JOINT w/ (3) #I '\ BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE ATTACHED W/2-16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (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 = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 L' BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C x @ SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. ED ES AND 12" O.C. FIELD JACK TRUSS 4: SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL CKING / EXT. WALL CONN. �a 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 BLOCKING,WITH 4" O/C (2)12TOENAILS (2) NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION 9 _ ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM'2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S, VVIV I L.ILlII \IIYIA GABLE END BRACING DETAIL 12" E RSH SCHEDULE R ATTACHMENT 1 #2 SYP BLK'G @ 16" O.C. 10d x 0.131" ENAILS EA. SIDE NT. 2x4 #2 SYP w/ 1 Od XO.131"@8"0.C. ALTERNATE NON -DROP GABLE END DETAIL ('10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 4 12 6.9 MAX. "L" BRACE W/ 10d @ 4" O/C 5 (SEE SCHEDULE FOR SIZE S5 AND LOCATION) SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS 6 S5 CONT. BEARING DBL. TOP P°� LATE STUDS 16" O.C. SIMPSON SP2 w/ (12) 10d NAILS AT EACH SCALE: 3/4"=1'-0" STUD 6" OVERLAP M S5 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z � a BRACING w/ (3)1 Od x 3" AT = • EACH CONN. @ 24" 0/C MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 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) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. ­1116d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER H1B91 SCALE: N.T.S. S5 20 -01MAX CONTINUOUS BOTTO4 CHORD BRACING 2X4 MIN. NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 e W 9 W CD Q �. C9 v •�► �r ��� m LL- Q 3= d� 3 3 4E 6 .� d -c® N G- L7 c E 0- G a q@�`yiE@����k�FiP�rpd M f+ O �••d•�J �' I�o�• yJ a 1 N�'®• v Ss= 6 a >t (� \y0 Tz 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. QCD '-TE co $ v Q riini Co N co U) 3 ��- 0 "' 4 Q M V' 2 LL' N 5 J C LL J 52 uJ m 0 Z Lu — a 5 fan L f 0 O Oi � ry 0 � N (O WU5 � cm m Z LO CO Z Q J N OU ¢ 0 W 0 VJ ❑ ❑ z N o 0 0 W13 aNN z O Q J d N cn z (� o Cz ,� l T (� cn m w Q �_ U 0 W_Ln � U L®w I _ M a I c 0 _® ¢ m �� o w M M _ Z 6 O � Z Z Q U_ fE E go a� o_ a E V oLL wz Z® oa CE F— r0 0 o a E� �< L wa �W G O � <z m c a Jj U O O Z Y z ZZ cgNON ¢� ¢O CID T ^� �¢ 'z to w m K ~ K o Z <Q >° M a H O C lO i ._ > (� 0 rn m (D ^ 1 W L [� >1 U) 0 LO O -0M N O O M CD � N Q M (fl Lo m :--f' � M ` vi L0 o Z z E Q rn B ca c U _0 a p JOB NO : 23-0610 SCALE : AS NOTED SHEET NO. S5 I — —_ I I T__ i i i 11 m. i Is 1. A,,e i t i i Uj ti 0 i _ C) N 0 o- 0 J 0 C) 0 I N i cV 0 0 i v c P_ 0 i a >_ N E 0 0 c J i a v 0 J L 0 W v 0 O d 0 rn Lo L ui 0 0 z w Q M CD 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS / 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 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 < 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER PLAN °•e 1 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' 0/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" 0.1 BASEBOARD MIN. 2500 PSI CONC. SLAE MIN. PSI MAY VARY PER MUNICIPALITY c 'a 04 . 'IV d. T_ Cl) I 6x6 W 1 AXW 1.4 —IIIIIIIIIIIIIII IIII —MIE 1 11=I I=I I —I I III_ WWF OR FIBERMESH _I I I_I I I—ITi—I I i I FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. /HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 v' FOR MORE INFO w o =co 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 JI`w LAYER 1/8"THICK. �w "—INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION, SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------ e / BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL Uj a U AT GARAGE CONTRACTOR 2ND FLOOR FRAMING -SEE N TO CUT BLOCK OR POUR SECTION J/S6 CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d 4"to 6" BELOW GRADE GRADE oo1. @ 4' O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN =1NISH 1-STD. 90°HOOK (3) # 5 REBAR ON 3" CHAIR I • . ,I ICI I -I (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=V-0" S6 FLOOR TRUSS O0 SEE FRAMING WEEP SCREED o z T- g PLAN INSTALLED PER MANUF. T SIMPSON HETA20 w/ 8 10dx1 1/2" 2"x4"CROSS BRACE @ 48" ( ) O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK TL SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @1—"" 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREEDU. u INSTALLED PER. MANUF. r SIMPSON HETA20 w/ (8)1 Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. TR DETAIL FLOOR TRUSS)ro SCALE: 1 1/2"=1'-O" S6 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 W18" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH '�f—III ° d. a P I — IT_I=III ro .' . �'.. �-[ ICI I, —III , ; I�I_I=1 I I —III —III —I I 1=1�1 I —{- C #5 W/ 3" ON . 8 `I Itl—lil 1 8, lif—llr`I 8 Il CHAIRW/3"MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF L NOT FULL HEIGHT SHEET C Z G FLOOR SYST M (2)- 2x TOP PLATE �l BEYOND I 15/32" OSB EXPOSUREI N F SHEATHING w SOLID 2x co C BLOCKING @ ALL C SHEATHING 0 EDGES (SEE m OPENING SECTION X-X W a0 C x of W x E — 2x STUDS w BEYOND. m SEE PLAN d O 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM MAI I rl rXIATInA1 MIAnnARn 3/8° "S" = 1 SPAC S 3/4" 1 SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" 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 S' ONw I�7 �N 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.0) oo NjFh'i R WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKINGAT ALL EDGES. A MINIMUM%" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT Lu j PENETRATE SURFACE MORE THAN Ye". r ? QA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z rL _ @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. v= O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL Llu LL O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F r ¢ � O U w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ¢ �F 00<n w 0 oo m LL @ (2) 8d NAILS 3" O.C. TO EACH TRUSS END OR VERTICAL @ N w 0 LL GABLE END MEMBER IF GA c NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 1/2 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED--� CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / ABEAM 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH , C ., a •d a.. u n e A M -III—I —III— d, A. �� 11111111111 ° I1 11 (3) # 5 REBAR ON 3" CHAIR I „ 4 I I I 1--8" I —I „ M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1' 4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) 1 (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W/(10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE co IIII; I 9I� W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 Cr'S N O 00 > uJ M J i as ca y a cV L � o ccs d y ® a $ ` a' d . N A G a� � E � o �, ca go �' � gee l. • a. r - w L A •` O Cx 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. rn - d3 .. a o E M U 0 o o CP " (0 a 0 rn- -� ni co ItC J 252Sz W .4 S LL W lL LL SS d ,fl J N _ W Z @�rn d m m O :S 0 W CCN m e W S W in�91 m w J Z N O U ¢ U 3 Z U Co W CJ ❑ 2 (D N h 0 00 z N z o � � d J M N z � o LL � f>3 W-a> V) C y in U W J - E m.•... _ zl�... U N C'd `` 7 t'll N — - - 4 o J W c0 M M z 0 z z ¢ U_ E O E UCU oo a� z© oa I— r0 O E 0 U U ¢ 00 �U 0, N o <p <z o rr z Ww , @ = m� m � � J "m FED aw �z og Z g O co 3 T 3 �LL <0 az nW co Qo _� o w =F I >0 d a UU's z¢ O >M O It e' rn ` C9 CO CU O T a,. ', U) m N t _ — Ln O d' .Q ) M O O M N N Q M U T N M = 0 Z cnZ O E_ja U a Q pmc JOB NO : 23-0610 SCALE : AS NOTED SHEET NO. S 6 (MONO) S LU N S Q CD N P t? v cn 0 C) J 0 0 I i N LO 0 L0 i C> cn 0 rn Q N cD (1 E E 0 v c c J i 0 0 0 J a� LZ N N Ln LO 0 0 a N 0 u7 v 0 0 z W z Q m a3 v N SCALE: 7"' = T-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 6', 12 SYP CUT TO FIT 4RS IN WALL 2x12 SYP BEARS IN WALL !&4T- v1% r--ALIGN THIS STUD WITH /2x4 PT NOTCHED INTO STRINGER FOR STRAP -." 'v AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) / ---1 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4' AND 2' GAP TOP AND 2 — BOTTOM, GLUED AND NAILED TO STRINGER i 2x4 BEHIND RISER � BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/a' X 2 4' TAPCONS @ MAX. 32" O.C. (I EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH c tCOMPONENTS VIDE MOISTURE TECTION LZATTACH 4" X32" O.C.1x4 \ NAILED TO STRINGER G. 1 SECTION VIEW "C" SCALE: 1" = 1'-0" TOP OF STRINGER STRINGERS E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" STRINGER CONTACT POINTS \ NAILS) V VP1LL SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO — PLYWOOD DECKING 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 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED NAILED DRAFTS P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: I" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS AV SCALE: 1" = 1'-0" SECTION VIEW "E" SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x GLUED AND NAILED TO STRINGER —_� FOR DRYWALL SPACING H SECTION VIEW SCALE: "' = V-0" -3/4 PLYWOO1 ON DECK �x8 SYP GLi AND NAILE1 FRAMING 2x4 DRAFT STOP 2x4 BLOCKING NOTE: 2x8 DRYWALL STOP NOTSHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER a' EDGE GOLD OSB OR PLYWOOD OR 1 a"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT, CONN. TO BOTT OF NEWEL POST PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: "' = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED (WALL JOINT YWALL TO ✓ER JOISTS) STUD NAILED AND )ED TO TOP PLATE CUT INTO RIM BAND, )ED AND NAILED TO tRING WALL BELOW 'WALL JOINT YWALL TO ✓ER JOISTS) 1 POST LET INTO !LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES H 2X STRING R 2X B OCKING SIMPSON MTS 2 w/ (14) 10d x 1 1/2" NAILS D ORL 3 2X BLOC ING RIS R VARIES SECTION VIEW "H" SCALE: 1" = 1'-0" e+7 cif c� > LW - ® o c cocas ®�co cc o Q n+ Y Fi • —, c> o� E'. �fp• •••. •• `C4 ant s 1 �u: • t(.^ G To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W vE 81 0 N N O C 0�+ . 7 In � N cD # �9 iA � M V z LL N s J SZ w C J lL - D _ J w — -o o z m c r°o W L o 3NCO O - Y, 2 Z m 0 ILCO 0 L M Z J F N z U C.) co M � N O o O Q N � M 0 `o LU O o t�ua u r Ul C� y �cn CO c; L'i as S cJ o d Q N m i14 led — o w M Q Z z LL- zo zo n O E CU _ o 0o �4 0. o ' w. g wz to ¢ o o � C � o° z m aw o o a man cg z O QO F� z 4 =� 0 w a r c O 0 > (� I.t_ O °' rn m 0 ^, W L � c 0 Q CT Co r EL 76 N m = LO It M O O M N Ln N Q LO �— M o Z (Eo Z E C:) w I C) f4 a E c 0 -j a n JOB NO: 23-0610 SCALE : AS NOTED SHEET NO. ST F t I ■ T 01 x W 0 Q 0 N v v- 0 .a 0 0 0 I M i M N tf7 0 LO i v (n 0 /5 c 0 a N 0 i a E 0 Cl- c J 0 v 3 J 2 T7 0 LO 0 0 0 N O C LO 0 0 Ll z Z w s Q m DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER PRODUCT 1x4 1/2" DRYWALL P.T. TO PRODUCT TO TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 APPROVAL FOR CONN. 1 X 4 1x4 P.T. 3/16"0 X 3" x4 FURRING 3-1/4" LONG X 3/16"0,��. �" FURRING LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON 16" O.C. & 4" 2X8 BLOCK@ SPACING 111 DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2' DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 f)., n=r A I I r) -11A 11 n=r A 11 STAGGERED @ 12" O.C. 1-1 Id" nl`T01I BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSf CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. ' 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB Eq 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 J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR --I INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX fi SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2 x 8 BUCK - CONNECT TO BLOCK Z-0" WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO K.) Z-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. &BUCK 8d NAILS @ 8" O.C. AT BUCK ill 2 x 8 VERT. W/ (2)10d PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP) STD. 90' HOOK (1 +5A NOTCH WEB AT FIRST 2 COURSI RAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH 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 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. _ SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN, LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: 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 BYE TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL i W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6-0" C .° D .. t. _—I —i —I 11�I f I I 1=1T_I=1 I f- GRADE p .. D QpllJill��l- cV P M ° ' (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY Of SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" LFILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS �R tHE S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN 11CC kll1TC 4 MCI /1\A/ BRG WALL TYPE PER PLAN 2X2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) #5 REBAR (TYP,) 040 TD. 90° HOOK (TYP.) SCALE: N.T.S. ALUM DRIP EDGE 2x SUB FASCIA L CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C.) WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS 71'-4" REV. 09,10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2k0 + + �ENQTjy + + + + + + + + .` + -. TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO T-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO 11+ SUPPORT SOFFIT / CENTER SOFFIT - PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS _qFF CHFFT n9 amn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3, — 1 -V NOTCH'W @ FIRST COURSE IX z O U_ O w U 11 F- M U 2"x BOT. PLATE W/ (2)10d @ 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 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM1OKTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT d a: d. FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. •d OVERRAN d A d RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-011 51-011 INISH FLO • •° .. �.. ' ° ° #5 BAR p 4 ° ° CENTERED W/ 9 IN TOP o ° KNOCKOUT / <.t e ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN °• . AND SECTION DETAILS CLEAN FILL .° °• ° DIRT b z STANDARD o 0 90 HOOK N #5 BAR IN _ FILLED CELL •. , ,A _ 1�•♦ass•♦ ♦�.s•♦ ♦fw ♦��s• IN STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. eWIJ cat C= C ®� > LU 0 = tD V N --omx LL d V7 = s m Q a N p N t cncc a r N � 3 L d Q- a� c ® 5e C G �y, u Q" ,�",�\tea" e" ®•, ; �� " ► to O "c (w. �j`a..�" To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. U) W vE Q p M U N p N O) V - 0 ��� N (0ON � CNI 0 N J a o U_ L LL a t7 w a2 w @9 0 fo NCO Cf) 91 ' m w wWy ` LO NCY) Z Q N O U Z 0 tU W ❑El Z N (h o g W N z o � Q J M N z o Cz LL � LU O w o Ln y Uft (J d w � ' 8 Gal DI _ U o N o o w co M J z 0� z z Q � ti zo >N EE � 0V Z. oa Co h rO0. g� 0o O E co �o g< f° F- <o o Ww �C/D fo �= ¢pZ. <� o�Zz mo z m 10m a5n ''<w z V�? 3 0 z no az W > Cl wLL a� z 0. ou w 3 =� J o M w ;o �Y z ¢ 031 12 O > CO m L (0 Cfl O r CD Cr cc �..� _ p - I� ai -0 M O o -0 M N LO N Q c� i— LO E M 0 Z z rn E O N cc a U � Q p C JOB NO : 23-0610 SCALE : AS NOTED SHEET NO. SS _ 1 i. Ili:':Il I13I L if-:••<a� , , Il�r :TTTI —Li T-lifid. - I I I I I I I CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS VV/ L-1Vu 1 I I1V VVLIJ TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - DIRECTION TYP. -� CHORD AT ALL HAND FRAMED AREAS TYP. A -Z-WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" - (2) #5's CONT. T&B w/ 4„ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" _ GRADE PORCH SILL r15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR j REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP w 4" Q CO J PORCH SLAB SEE FOUNDATION PLAN lV a - ° � w X : w U) 2 (2) #5's CONT. T&B W/ #3 STIRRUPS AT �, z 4'-0" WHEN DEPTH EXCEEDS 30" • LOWER OR GARAGE SLAB SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. 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 G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT O OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS WOOD POST. SEE FLR__T PLAN FOR SIZE & BASE CONNECTION SEE PLAN WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM FOUNDATION PLAN EXCEEDS 30" S H EAR T RAN S F E R 3K GRADE USSES HIP —' EXTERIOR. WALL (7 G.T •, r SCALE: N.T.S. -4 I_ 1'" 1_ (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. 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 Li . I 100 MASONRY KNEE WALL MAX 3 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 W/ (1) #5 CONT. FILLED CELL VERTICAL EACH REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED O I I MAX 3 SOLID. SEE ELEV. Q COURSE FOR BASE SIZE J I I r r_- (3) #5's EA. WAY w w w co. _ . .. is ° p pn ° SLAB PORCH SLAB SEE FOUNDATION AN PLAN i - LEVEL - SEE CUT (2) #5's CONT. T&B w/ - n, • T— CONTRACTOR TO INSTALL SECTION FOR L #3 STIRRUPS AT 4'-0" ,� �� - - MIN 3 x WEEP HOLE 3 WHEN DEP TH MORE INFO ALONG w/ PITCHING SLAB EXCEEDS 30„11 TO DRAIN WATER 1 -4 KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL �6 SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 1 Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( EXTERIOR SHEATHING ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & CONNECTION INFO. 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" — SIMPSON HUC410 w/ (14) I SEE PLAN FOR CANT. 16d INTO HEADER & (6) 1 Od INTO BEAM - SEE —I--- ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE � CONNECTION INFO A- REQ'D ONLY WHEN � INDICATED ON BM. — 7/16" OSB FLITCH PLATE _j SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE INDICATED ON BM. CONNECTION INFO r1 r'1 K I n 1 nT OPTION A SCHEDULE/PLAN OPTION B COMMON BM TO POST ATTACHMENT 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ -_ XA (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 r22"*� SCALE: N.T.S. A A -. ------------- SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER ° SEE FOUNDATION PLAN FOR MORE INFO 5" X COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. m -/ BM. SPLICE OVER CL CENTER OF POST MIDDLE 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. ll. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" Y2" CDX PLYWOOD OR 3/6" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. 24" STEPS - SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP GARAGE OR r LOWER SLAB SEE PLAN - COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO, USS/ MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR J-BOLT OR Y2' TITEN HD 2„ ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT A a d 8 d 4 A4 .. MAIN HOUSE 4' SLAB m � _ ®. (2) #5's CONT. T&B w/ #3 STIRRUPS AT ® 4'-0" WHEN DEPTH a d 4 ° EXCEEDS 30" a d 4 4 1'4' SECTION GARAGE MONO 21 SCALE: N.T.S. N O cl%a r ®LW -0N� "N �WCIA .0 W a C � � v 3\�lS Ee ,fly `<�y F¢ ~a L .* �>e FESS tttttllEll� 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. U) �E � ° 0 v .0 om'- p �, 00 Lo = NI rq-r�� CD H M V z u N S J c u u- 52 ul ��� _ W Z r m rn n Z o � W 0 '@ N Cp 0 Y °' W ) m W N M Z d U U O co W ❑❑ � nMi m og 2 9 N s* a. r` M Cz `o ca 0 � o N C N �� (3 cJ L'-' all =c 4 S d PCL- N o M J Z Z o S w Z z Q � EZo ® 9 ¢ o2 z© 0 U 00 .0 o E � S< Q r6 �z O C ¢ o m g i m J <� aw �Z f8 oLL< z -z W y o m i �� <o N r-- � o w ;o �O 0 = >co O N c� a) L Cfl O � � Y � r 0 Ln ...� O r tt ce O 04 O M N (V < r) � r N M L o Z Z E O a E Cis U J Q p a) J JOB NO: 23-0610 SCALE : AS NOTED SHEET NO. Dill (MONO) -7r III - ---- kIliadjE[j6,i IIIII:'.-kli 1- (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING . IS INSTALLED). SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN ' SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD O SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP OB SIMPSON LSTA24 w/(18) 10d NAILS T P.,f 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE 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 WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 2 x 4 #2 SPF STUDS B Q INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS E F TYP SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE g" 1 SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE 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 WI (2) 12dTOENAILS. (2) 10d 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 ��` ` FLOOR DECK W/ 10d NAILS @ 8110.c. \ FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r� 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 SURFACE OA 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR WOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.G. 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. 0 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 (MA)C 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 r' FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 10 SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL — (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS )R 2 PLY GIRDER IUSS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS GIRDER/COL. CONN. @ 2nd FLOOR SCALE: N.T.S. PLAN FOR CONN. SEE PLAN FOR I 1 NAILING AREA COL. SIZE -- I I I (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING SEE PLAN FOR COL. SIZE — BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) II T_ II II SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" lir ANCHOR BOLT w/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3° o/c M.A O,o PROVIDE 2x4 ON- J TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. TOP SPLICE DOUBLE 2x8J 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 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS K 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 1 SYP U.N.O. 2 x CONT. 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. I BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE I *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 j (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 NAILS (2) 2x HEADER SEE PLAN lz-- 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 I i (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. m o - cNJ °._.e 14 a� -�� N .CD g = CDCN E d i 03 N O E tj x °°°• F L .. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - 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 U (0 0 g'�� 5Lo00 N rnr--r-27 § LL i M LL LL W a � w W C� o Z00N (/0 O Z Q F B* N V U O z - w El El N c7 O O Z O � o � LL V O� to �N w c� ,,, 2 3 ' M L a z O N o m o, z z Q ZE �o <� F— f� M0 �o o E �� a= Qo z w L S ¢ o pU .0 Zz m �m aw o o �. co m o <0 - o w¢ ;o d z4 a o- U2 �O 0 = a >M O c� co C ) n U) m �_LO N N O LO N Q M r ai M T_ l c) o z E p WCID �' - ° d E U _j Q JOB NO: 23-0610 SCALE : AS NOTED SHEET NO. D2 3 W 0 i x N c� 0 .n Q r` coo J 0 0 rh i N LO O i L v N N 0 a FT y E 0 L_ 0 a 0 v 0 rn CD u7 LO 0 15 0 lD LO v 0 a z W 4 m v 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 WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE WINDOWFRAME W WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND. INCLUDING SILL. SOS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISTIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 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 -y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER JE BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIST UNDER DECKING ED FLASHING (SEE DETAIL WP07) O 0� SELF -ADHERED FLASHING DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED - SELF -ADHERED FLASHING FLASHING O 2 SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as# in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary' 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN SLOPE a 1'4' PER PLAN V-0" PER PLAN LOPE 4 SHOWER SEAT a WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) a SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER 012 � Q- a_ a = U) W w v = w Q Cr Lu w co O C0 DOOR ROUGH OPENING WINDOW UNIT FLASHING REQUIREMENTS � SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1° BEAD of CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER - SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND KI EQUAL WEATHER EXTERIOR water within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN, y y p g g q y SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied i - horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW pp g g pp (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ��o (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 AD ESIIVEASSHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish Or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. LM 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INV_ INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under <> stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Wat Resistant Barrier 7.7.At built-in autters. :LF-ADHERED FLASHING kTCH HERED FLASHING 1 2 4 5 a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY A SOFFIT/CANTILEVER er Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER- - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB 1 1 SF LATH 'I ER STOP A NUOUS BACKER ROD LANT VTITIOUS FINISH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper i .' 7/16" O.S.B. i sheathing .: Metal .. Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all eon o L.0 M � 3 � v � u9 m -� E Q M N 0 CV Lr> 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. U) W Q d E O 8 0 0 H 3 ��� U-) N co I* N M V U,4 co LJL U W W 0. o Z m= _ O f6 N �2 w .� LL L U5 CP p7 W � COZ Q Z N 60 U 0 w ❑� M � N Cl) o � N o� Q r M (D 0 °J1 m a .� '�• J O,,, U S wa U L.P_J J r 8 d U o Of m o J VEM M J -0 Z Z R ILL. Q ® zn >m z� U o20 ❑o H rt3� o E X U �` UO 01 °a co ro x o'0 Z wz U.,c �¢ o° Zm U �o �z Z S< Z Z jo c`gn T Qo a W m az =� o w w� 0, >� r� a ?_ v 0I1 o �O 0 = > M om o c� O r CD Q m i N 0 � d' -0 N co O O -0 M LO N Q M j r E cc M LO o Z Z =3 E co C U 0 Q C J JOB NO : 23-0610 SCALE : AS NOTED SHEET NO. WP1 Mounting Rinackets 00 Gatrgo; 4-V2eX4-V2'x2-12" 1 /7 Dl, faa,h r fJJ' s SW -Locking Nit'ts Cross Support (May be, kilt t6 Right Bracket (16 Ga uge) r #1 LaWrillinD Scii A/C Urtlk gottorn Edge r Hurricane Strap (Typicat 3 in fir flint) Front Cross Support, (May beCUttofit') Left Brat et(16Gau ) ff14SelfDrillagScroAsTrtrubratkel3ai BaekCross Support Inta AIC Unit Bottom Side (Typical:3 each Mdefflrhurricane Li ':rsecx.ux-, ur,saiL-runr`. pain• iflots. arc p.*.crrsriav wsdi az:it tour. inch., 1Gsa�- ti IrvA Rs . exputr t o f"->aiLtM at fee Wig a�s�t;in Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 12215/2021 r= t...�.��,.��,�54���Tt'..�t����,��:. S- ,,...uv..,:.. ..._Tr<.'�.....�sr�e`-a.�..�_:, ,�•:� �_. _.......�-,� N�.si.d'r..���'t_������z��`is�`a��'c`�,�,���ir�3� �,iT�L-;'P,���:z.. Code t or Date Die Date Pendng ate 7VD. Version Manufacturer .Contact Enalnser& License Validated av Validated Submitted FSCApr royalAppre. ad status AHhmatian 2020 srad Vent Products. Inc. Michael Greham Hermes P, Ncraro P.E. Lxke Bowden P.E. I7J1612020 lviw"() 1212&2020 Appro:red Category: Structural Components (677)441 -8366 PE-73778 (334)300-1 WO Sub Category: Products Introduced a s a R&suit of info@sma4y n[.com rJew, Technology C piiance Method: E-f-tim.Report toms Florida Reglstated Architect ora Licensed Florida Professional Engineer Ft.#3H22-Fla Producle ' Qualliv Assurance Aonro"cifor Use Approved for Use impact D.eldo Sao# Prgdud Modal. Numhar Or Nano Product Description Can4act Eroindion Data In HVHZ Dutsrde HVR2 Resistant Pr 1 SmadVent Motlel#1540.510 Dual Function Flood and Ventilation Vent 120142023 Yes Yes NIA +100f-1oo 2 Smadvenl Modal *11540 511 Dual Functich Flood and Ventllation Vent 12I31f2023 Yes Yes N/A +lWioo 3 SmadVerilModel #1540-320 Insulated Flood Vant 121312023 Yes Yes NIA •100I--11N) 4 Smarivet Mptlei#151 21 In ulats, Flied Vent 1.1.023 Yes Yes NIA +10011 DO 5 SmaMlent Model41540.524 l6&qud;Geroge Door Fiord Vent 1M 11121 Yes Yes N1A rUA 6 SmsrtVent Model #1540570 Wood Wall In sulated Fbatl Vent 12i3112023 Yes Yes NIA -100F 1 DO Sma rI Model A/1540514 14st,qud: Gam ge Door Flood Vant 1i13f2023 Yes Yes N/A R/A Florida Department of Business & Professional Regulation Fagelm'1 Building Codes and Standards rn4l2ozi Product Approval Application Detail w.».,�,.��:va'.�e#�a,:Ez.:>':�s. -ts` .::, ,-�`. x_x.*sWt;�c�fi'``-�s,�,.�.. �- ��.,r3Ps�r9�3�.�'.v,e�.�.i'•� r,�'�a:2'"'�ae A.nT"_a:`L.s�r..,�.•:.r-d �T't "'. �...u;r. �5, a�. Fre2i�,�'x; �. `*;4 .<�'S r"r?.s �T:... c�?e.,�. code 9,*N or pot. Data rare Pendlna Data Ti:• Version Manufacturer Conflict En .per Gil came, Validated av Validated sylbittad FSC Ann —al Approved Starus R—sion 2020 Drexel Metals. Inc, Jason Shumate Zachary R. Priest Locke Bon-iden P.E. 08/10/2020 08JON2020 OB20/2020. 101132020 Approved CategoryRoofing 5021303-1511 PE-74021 (3341300-1800 Subcategory: Metal Roofing rshumetetReme—Loom Compllanca Method: Evaluation Report from a Filar da Registered Architect. or a Llcen Sao Florida Prgressional Engineer FLYkl75TH.fl6 ProUuats -. duallel Assurance. Approved for Use Approved for Use Impact Deslan Sea # Protluct MoOei; Humber or Name Product Descrption contract Euplratloa Date in HUH; Outside HVHZ sl tant Preagurg - 1 Oraxel Metal Roofing Systehis DMC ICONS; Del 15086, DMC 175S, DMC 2003; 1V3la025 Yes No NIA +O(-180 DMG5V Florida Department of Business & Professional Regulation Building Codes and Standards PfoductApprovalApplication Detail Fage 2 F14 WQ`2023 code lifintity,erg Pals paler kndlna Date 1a 3 T Version Manufacturer Contac � Enoineerb Cleanse Valitlafatl 8v antl submivad Fee Approval Aoumvad Status Revision 2020 Therma-Tru Corporation Steve Jasperscn Lyndon F. Sch ml@: P.E. Ryan J. KGTg. P.E. D411512021 IM112020 0422/2021 06/08/2021 Approved Ceagary; Exterior Doors (8DO)843-T628 PE-43409 (81 ai. 767-6555 3ubCategoy: Swinging Exterior Door Assemblies slaspersonlethermatru c Compliance Method: Evaluation Report from a. am Florida R.Id terad kchit.d or Licansed Florida Professional Engineer FL#20488-R5:products Quality Assurance Aormeved for Use ArrI for Use impact egg _ Sea# R_d et ModeL.Number or Name Product Descriation Contrast Exolratlon Date in HVHZ Outside HVHZ Resistant PSg3s�rc_ PC...0 1 e Tnera-Tru Ether aesaic end smooth -Star Nominal 0&#398&quoLImpatt8quor. Opaque 12/512026 No Yes Yes NJA Composite Edge Fiberglass Single Doff (InswinglOnowmg Xcooigurallom 2 b.There-Tru Fiber -Classic and&—th-Star Nominal 5&#39B&q tlmpad&q 1 Ops que 12F312025 No Yes Yes N!A Composite Edge Fborgess S rife Door with SideftemimewingfOUtswing XO. OXgr OXO conf9ur2tichs) 3 c.Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&rT39S&gUot)mPad8gUOt Opaque. 1213112026 No Yes Yes NIA Composite Edge Fiberglass Double Door with or Nth but Sider t s t Ins)yurgJOuksyring XX or OXXO configurations) 4 d. Tharp-Tru Flhar-Classic and Smmth-Star 5 e. Therma-Tru Fib r-Classic and S ..th-Star 6 f Therma-Tru Fiber-Classie and Smooth -Star 7 g Therma-Tru Filos,Cf-ar, and Smmth-Sint 6 h. Thera-Tru Fiber -Classic and Srnmlh-Star 9 i, Themrs-Tru fiber-Classlc and Smooth-Ster 10 1. Themla-Tru Fiber Classic antl Smadn-Star 11 k. Therma-Tru Fiber-Clossic'and Smooth -Star 12 I. Thenan-Tru Fiber-Gassic and emodh-Star 13 m. Thelma-Tru Fiber-Cl.esc and Smooth -Star 14 P. Therma-.liu Fiher-Csssiu. and sm .olh-Star 15 o. Themma-Tru Fiber-CiaeSic and Smooth -Star 16 P. Tnemma-Tru Flher-Classic and Snirldth-Star 17 q.Therma-Tru Fiber-Olassic and Smadh-Star Nanlnd 8&#39;0&quat:lmped&quoi Opaque Composite Edge Fiberglass Single Door dnsw'n 10utsxn ..Xcmfi oration 9 9 9 7 14—irol 88#39 0 & uo 7m [& t Opaque 9 p q Composite Edge Fiberglass Single Door with Sd Iles I ml routs in XO OX OXO () rig a 9 onfl rota n 9 n Nannal 89#2908gu.timp c%q of Opaque Composite EdgeFiberglass D ble Do b,iih w with out Sltlelita1 SlnswingloutBu ng. XX dr OXXD ccpfguml i.nsi Nomnal 6&#39;8 &goot;impact&quota Glazed Composite Edge Fiberglass Single Ocar (InsN�inglOUts ; Ina; X cmtgurallon) Nmnlnal 68#39 8 H,qud;lmp ct&q.d; Glued Campodte Edge Fiberglass Siege Door with Sidelite(s; IlnswingJOutevino XO. W or OXO coniqu,atona, Nominal 6943fl:8 Squecimpecl&quota Glazed Cottpadte Fdge Fib glass Double Doowith Or enthaut Sidedtes tlns:yingiOutsisng XX or OXXO configurations, Nominal 88,#32;0 &quo;Unpact&quit; Glazed Composite Edge Fiberglass Single Door (Insn•idgfOuiswing Xcmfiguration) nominal 8&#390&quo[;Impacl&quol Glazed Composite Edge Fiberglass Single Door with S'd 1[e(s)d sedngK)u1s+.Ang XO OX or OXO mfguretion Ncmind 88#39 0 ammimpac kcal: Glazed. Composite. Edge Fiberglass Doubt. Doo-wfth or without Sidelites (Inawng/Outswing; XXor OXXO configurations) Nominal 6&#39;0 Sq .timp d&qudn Glazed Molded open Coin .site Edge Fiberglass Single le: P p g g g o. tlnsrvin ro t �Xa f lob D 9 Rq. 9 f Nmmmal 5&#398& d'Im eot8 0[ Glazed M P 9u Mined Open Composle, Edge Fiberglass Single Door with Glazed Molded Open Sldeilfi,a} (Inswl: glOutsw rag XO, OX or OXO Figurations) Nominal 6&#398&q gt;lmpad&q 1 Glazed Molded Open Cornposib, Edge Fiberglass b gla s Dwbla D k•nth o ethout Glazed Molded con. Sidelines (Insuinglouts,.ing XX" OXXO cahfifnfratims) Nominel 6&939.18 S1wimpect8gdet. Opaque Composite Edge ribergi.-S gl Doorwith Molded Open Sldelitefs) dnswingJOutswing; X0, OX or OXO ...floc ns ratio) M ma16&#39;8&quohlmp o" t, Opaque Composite Edge Fiberglass Double Door with or with out Glazed Molded Open s dehtes (le-InglOutsaing XX or OXXO Configurations) 12T3112026 No, 12431/2026 NO 1M112026 No 12131J2026 Me 1215112026 No 12131f2026 No 121IQ026 He 12.1 Ida 26 No 12CM2026 No 1MIM26 No i2al2026 No. 1.2r312026 No 17J31/2026 No 12r312826 No Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Yes Yes N/A Yes Yes N/A Yes Yes NIA Yes Yes NIA. Yes Yes NIA Yes Yes NIA Yes Yes WA Yes Yes NIA Yes Yes WA Yes Yes N/A Yes Yea NIA Yes Yes WA LL� Yes March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the inforrnation and approval numbers on the building components listed below if they will be utilized on the construction project lbr which you are applying for a CategorWS ubcategoryt Product Des } r i.' Approval Number(s) Test Pressures! *- ` 1. EXTERIOR DOORS Mill- 1F' ` ,. s ... '. :. :. ! i ', -. : # 7a . a 'Fiber -Classic and Smooth -Star (IMPACT) +80.0/-80.0 p y MI Windows and Doors 'SeriesD T n I ti.■! p ;■■, ��. +!« J 4N i ��'Wayne-Dalton Series a 11 1 4e At 1 1 a .. ■,� iii"� `.e'-;Series 800 8'.0s #1123 : a +iii . IE F'`�t FittI. Curries Division of AADG, Inc ,( r :.. 84 Single '• Pairs :.. ... _ . NIA A. SINGLE HUNG ,Ml Windows and Doors Series 185,.ram Af # ai l psf i Series it 0 19 Pella _aCorporation0 .il llllll, Pella Corporation 1,,,Pella 10 Series 12% *a# 13. HORIZONTAL : .i� _ n'TI �' .' : #: Doors Series 188 n it 1 f !. Pella- Corporation Series 10 Sliding Window '!' #Series185 MI Windows 'N.. Doors, as '... a 'tkSl iSeries 5520 f Pella Corporation a..tlh / 0 2 +50.01-50.0 ilr.I � Irt .F PellaCorporation ;e Flange Fixed - 10 Series MI Windows and Doors Series 5764 PANEL WALL -_- i '.',. ,.:. #.. ` Prod. Building ` Ir'..a i i tP. 4: MN.,..... ....: y.,.:d - :.' ''Solid .E h - _ Aluminum, Alpha : ..e.. Aluminum Soffit and Vented L ,L, i d s... ,M V 1- * °" .r .. �. A, 4. s : 4LTSH-INGLES 3Tab,-Dimensional B. I ' Plyglass USA, Inc. (for Tile Roo� POLYSTICK TU MAX 12 C. ROOFING FASTENERS 1„ D. ROOF !terRS Thompson Arch Metal Comp.O i d.:Metal Products, Florida ! ROOFINGMir.- MOM M �; � �i � wat. I F ZE, I ®� F. METAL ROOF Drexel Metals, Inc. yy i ii 200:S, DMC 5V 112131/20251 PANELSIVIC A. STORM ;Global i Protection Panels,-Gal\ranized Steel Storm lAll American i Glass Galvanized Panels ` lit A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. PLATES BuildingComponents 'Alpine s .. a a 999.4 999.1 ! 4Cast-Crete aR Mi Tek Industries, Inc. Truss Plates 'FL2197.1 - FL219T5 ,C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527Z ����&Pjxrt Corp. High Strength Concrete Lintels, NOA 20-0630.15 I 1 Commercial Concrete Products, Inc. High Strength Concrete Lintels, W-YROMP M, Yes NIA The products listed below did not demonstrate product approval at plan review, lunderstand��� �t the time of inspection of these products, the foll owing rnfibrmatron must be Yes NIA available to the inspector on the jobsite, "l copy of the product approval, ) Page 1 oil 1152021 Code fintity or ims Date Date Pendlnp Date Tvoe: Version fMahnfactum Cochin Ennnuare&License Validated far Vall'algg S,ubmrttad ERII Auamval Apbrovad sure- Revislon 2020 POT thou dries Jens Roseveski Miami -Dade BCCO-CER Mlani-Dade BCCO-VAL 11119r2020 1026t2020 ll24R020 Approved category! Exrerlor Doors (941) 486-0100 (76s) 315-2590 Subcategory: Siding Exterior Dow Assemblies Iraeowskifgpgtindustdesc CompliancaMdnd: eardfeahon Made or Listing rim fL#2&1-633 Products Quality Aunsurance, Approved {or Use A,,O,d for Use Desidn Sea # ProductModal, NUmborcr Name Product 13—hot-Contract Expiration Data In HVHZ outside RVHZ Restated Prassura 9 SOD-5570. i La ge Mlssae lnlpadl tAnyl Sliding Glass Door ON14/2021 Yes Yes yes N/A N Florida Department of Business& Professional Regulation Pagei of Cn —Cu A—, Building Codes and Standards 1252022 U Product Approval Application Detail ^�' L � _0 �t^""z_'30 2 ' T x _ r 3. "ss:s' mvc. ->.s_{ a'n -*`z-. .o--F^ie W MOM, ww" no rav 1 so Code' n Entity Or fate Date Date Pend i no Date . FJ-• JJ]Jr rs version Manufacture Y GaMacY Enaineet&LislcenSe-yatlaated Byy N^ dated 6ijOhnii FHC Approval Aucroiied Status Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 07f2312020 0712/2020 07f2912020 1011312020 Approved W Catagory: Fxtarior Doors (80C) 843-7628 PE-43409 (813) 767-6555 v) 5uIsCategory: 9,ninging Exterior Door Assemblies siasperson@thermatruad, V CU Evaluation (n Compliance Method: Repdrtfrom a' m V! \ V Florida Registered Architect or a Licensed Florida Professional Engineer nA♦ 43dR3,Praducis O 2 .O W Quality Assurance Approyedfor use Approved for Use impact Dea sn Sag Product Model, Numbe, orName Product Description CantractExpirabonDate in HVHZ Outside'HVHZ Resistant Pressure O U 1 a. Therma-Tin Fiber Classic and Smooth -Star Nominal 6&Cie$ &quot Impact&quoi; Opaque 12i3112022 Yes Yes Yes NIA O f#�r�a 4-- CU Composite Edge Fiberglass Single Door ♦ V O > (In-mgf0utswnng, X mdguraiion) 2 b Therma Tru Fiber- Classic and Smooth -Star Nominal 8&#39,8&quotimpacAquat Opaque 12/3tf2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with L Sideirbea) tinswnglOutswing XO, OX or OXO - L �► Q configurations) 3 c Therma-Tru Fiber-Classio and Smooth -Star Nominal 6&#398 &quoi Impact&quoi Opaque 12)3112022 Yes Yes Yea �tg/A CZ1,2 40 0— Composite Edge Fiberglass Double Door voth or W -t 5idebtes (inswAngtOutswing; XX or 0XXO " configurations) •- 4 d. Thermar-Tru Fiber -Classic and Smooth -Star Nominal8&#39;0 &quw;lmpact&quot; Opaque 12731f2022 Yes Yes Yes NIA Composite:Edge Fioerglass Single Door "- '" ` a onfig sizAIn utswing;Xcuration) 5. nTherma-Tru FberCiassic and Smooth -Star Nominal8&#39;D&q..t;Iwot&quot; Opaque 12131f2022 Yes. Yes. Yes% — N/A Composite Edge Fiberglass Single Door with V Cl- CCD STdelde(s) (Inswing/Outewing XO, OX or OXO configurations) 4 •fV 6 f. Therma.Tru Frbar-Classic and 5mpoth.Star Nominal8&#39;0 &quoi Impact&qum; Opaque 1213112022 Yes. Yes Ye ?e Composite Edge Fiberglass Double Door with or y V' Lit. without Sidelites(Inswing/Outswing;XXcr6XX0 configrim i ons} d ., 7 gTherme-Tru Fiber.Classic and Smooth -Star Nominal 6&#3SS&quctimpact&quart; Glazed 1213112022 Yes. Yes: Yes A _ N - Composite Edge Fiberglass Single Door (InswnrigfOutswing; Xconfiguration) 8 In, Thenma-Tru Fiber -Classic and Smooth -Star Nominal 6&#89 8 &quoi impaot&quoi; Glazed 12/3112022 Yes Yes Yes N! Composite Edge Fiberglass Single Door with. Sidelbe(s) (IrrswnelOutawli; XO, OX or OXO d e configurations)t� '3 9 I rmma The-Tru Fiber Cldssicand Smooth -Star Nominal 6&#398 8qu4tlmpad&quot; Glazed 1213112022 Yes -Yes. Yas N .� Composite Edge Fiberglass Double Door Wttr or Without Sidelltes (looming/Gut—Ing, XX or OXXO s.g C9 configurations) L SCM 10 I. Thermal-Tru Fiber Classic and Smooth -Star Nominal8&#39,D Squat Impact&quoi Glazed 12l31f2022 Yes Yes Yes /A Z. y, Composite Edge Fiberglass Single Door C .IGI (Iowing/O tswmg; X configuration) 11 kTharma-Tru Fiber -Classic and Smooth.Star Nominal8&#39�0&quotlmpact&quct Glazed 121 IM22 Yes. Yes. Yes NIA E Composite Edge Fiberglass Single Door wth f..1 Sidelite(s) (In-4irwOutsmi X0, OX or OXO configurations) O 12 1 Therma-Tru Fiber -Classic and Smooth-&ar Nominal 84,933,0 Squotimpad&quot; Glazed 12131J2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or Wthout Sidelites (IneveinglOutswing; XX orOXXO configurations) 13 m Therma-Tru Fiber Classic and Smootlf-5tar Nominal6&#3R8 &quoi Impact&quo1; Opaque 12131/2022 Yes Yes Yes NlA Composite Edge Fiberglass Single: Door win &quat;Non-Impeot&quoi Sldelite(s) (I nswdnglOutswing; XC, OX or OXO configurations) 14 n.Therma-Tru Fiber-Glasslc and Smooth -Star Nomnal 6&#39;8&quetlmpact&quoi; Opaque 123112022. Yes Yes :Yes NFA Composite Edge Fiberglass Double: Door with &quot;Non-Impact&quota Sldefitesinswing/OutsWng; OXXO configuration) 15 o Therma-Tru Fiber•Olassic and Smooth -Star Nominal8&#36R &quoi Impact&quoi Opaque 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Single. Door with &qudt,Non impactSqu.t SndeJne(s)- nawin lOunswl OXo OXOConfi' do n XO r ora ns 9 9= A ) 6 erma-Tru Fl -C assic end Smooth -Star Nominal B # 1 ; T}1 ber I al & 39 D & pat Ira act& pot: Opaque 12/3172022 Yes Yes Yes NIA p b P 4 r with Composite Edge Fiberglass Double Door wdh &quot;Non-Impact&quoi Sidelites(InstMngfOutsw,tng; OXXO configuration) 17 gTherma-Tru Fiber Classic and Smooth -Star Nominal 8&#39;5&qudt;Non-Impact&quot; Opaque 12J31f2022 Yes Yes No N/A Composite Edge Fiberglass Sm5l. Dp (Inswtng/Outswing; X configuration) 18, r Therms-Tru Fiber -Classic and Smooth -Star N0minal.8&#39 8 Squat Non lmpaot&quot Opaque. 1213112022 Yes: Yes No NIA Composite Edge Fiberglass Single Door wnth Sidefil (InswngtOutswng, XO, OX w OXO Configurations) 19. s.Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&439;88,quoCNonlmpaot8quoi Opaque 1213112022 Yes -Yes No NIA Composite Edge Fiberglass Double Dew path or Wth cut Sidelrtas (InsMzh9ldutswring; XX or OXXO configurations) 20 t Therma-Tru Fiber -Classic and Smooth -Star Nominal:8&4590 $quoi Non Impact&qu t Opaque 12f3112022 Yes. Yes No NTA Composite Edge Fiberglass Single Door (In—mal0utsw6ng; X configuration) 21. u. Therma-Tru Fiber-Classio and Smoath-Star Nominal:88Z" &quoi Non-Impactaquot Opaque 12J31f2022 Yes Yes No N/A Composite Edge Fiberglass SmgeDoor with Sidelite(s) (Inswngloutsnnng XO; OX or OXO conhdurationsl 22 vThern -Tru Fiber Ca.sicand 8-Pih-St., Nominal S&NS90&quoi Non-Impact&quot, Opaque 1213T`2022. Yes Yes No NIA Composite Edge Fiberglass Double Door win or Without SideRon, (InswinglOutswing: )Xor OXXO configurations) 23 w. Therm.-Tru Fiber-Classicand Smooth -Star Nominal6&#39;8 &qugt;Non-impact&quot; Glazed 1213112022. Yes Yes No NIA Composite Edge Fiberglass Single Doan (I nswngioutswing; X configuration) 24 a-Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;8&quoi Norr Impact&quot; Glazed 12131i2022 Yes Yes No NIA Composite Edge Fiberglass Single Door with scialrte(s) (Inswirgtt?utswing XO 0)(w OXO configurations) 25 y Thermo-Tru Fiber Classic and Smooth.SGr Nominal 6&#398&putt Non-Impadt&quoCGlazed 121 lJ2022 Yes. Yes No N;A Composite Edge Fiberglass Double Door with w without Sideiltes (InswingfOutswing; XX or OXXO wnfigurations) 2 z Therma Tr Fib 6Classic and Smooth- ar No 6 u e Ste minal8&#390& uotNon Ira act& uotGlazed 1213112022 Yes. Yes No NIA q p q Composite Edge Fiberglass Single Door (I nswing7Outsw ng,. X configuration) 27 zar Therma-Tru Fiber -Classic and Smooth -Star Nominal .$&#39;6&qupt:Non Impact&quoi Glazed 1213112022 Yes, Yes No NIA Composite Edge Fiberglass Single Door with SidelBa(a)(IneW rlg/Outewnng XO CX or OXO Configurations) 28 A.Therma-Tru Fibe,olassic and Smoeth-8tar Nominal 8&#3908quothlon-Impact&quot; Glazed 121"12022 Yes. Yes No NfA Composite Edge Fiberglass Double Door with or without elites (Insivini utswingiXX or OXXO Florida Department of Business & Professional Regulation page.) oft Building Codes and Standards 1512D21 Product Approval Application Detail Cadegntler or me oat. Date Panchen Me T:oa Version Manufacturer .Contact Enolnear:&License Vabdated By. Validated .jubmlttad Fac Aran-ai A.01-0 atatus Revision 2020 I Window antl Doors M s Stan stingerLuis R.Mil. Lomas t 6ma g Steven r ate n M. U Ich. PE 1 OhlfilZ020 1006I2020 !.. 1 OJt 9202(I 9Zt1512020 Pp p rrnred Category: EXtenor D0pl9 (T177365=3300 PE-62514 (717) 317-8454 Subcategory: staling Exterior Dom Assemblies beitlingeriJimmil.com compliance Method: Evauahm Report from Florida Registered Architect or a Licarrand Months Prdtessiond Engir}e., ��i5SS2•Ra PracLvda - ' Quallu L Assurance 1lroQ for re Apioroved for Us. Impact luni 3-0 if. Product Model: Number or Nam Model, Number Product pDasarlpUanDascrloUan c tr rQ t Ezo at►J_lon Date In FV11Z Oui FIVHVH Resistant a u e i SERIES 420ALUMINUM SO D SERIES 420 ALUMINUM SOD OXO 12'3112024 No Yes No NJA 145-3M&quo[x80&quoi: NON REINFORCED 2 SERIES 420ALUMINUM EGO SERIES 420 ALUMINUM SOD OX XO XX 12/31/2024 Na Yes No o NiA 86&qud;xBDRquo1, HOPI-REINFORCED. 3 SERIES 420ALUMINUM EGO REINFORCED SERIES 420ALUMINUM EGO REINFORCED OXO 12r312024 No Yes No NfA. 145.314&qualxSi6&quota 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420ALUMINUMSOD REINFORCED OX IM11202 No Yes No NZA XO. XX 96&quotx968quo1 5 SERIES 420ALUMINUM SGD REINFORCED. SERIES 420ALUMINUM SGD REINFORCED XXX IM112024 No 'Yes NO.. WA 143&quobs96&qud, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagei oft 10102, Coda En' Entity or Data Date Pontlino lY.gt Version Manufacturer Contact En.1i&LicnsValidated V.11clawd SubmittedFa Approval Approvedt us Revision 2020 VVayns 0.11.n, a dvisrdn of 0—hud Door Deayna Xmnish .John E..Sdales Jeffrey P. Arneson, P.E. iWl212D20 0929/2020 10/2312020 121161ZQ20 Approved Corporations (33D)763-el2f "PE-61737 (904)821-5200 Category: Exlar ar Doors 110thiShUwayne-dallen c SubcategorySectional Exteror Door As,zen es ora C.mplianc6 Method: Evaluarim Report from'a. Florida Registered Architect or a. Licensed Florida Professional Engineer fL 481Prpqugts Quality Assurance Ancraved far Use Aporavad for Use Winner Desk n Se Product Model, Number or Name .�# Product Description, Comradi Expiation Date NM XVMZ 4utslde HVH assailant Pressure. 3 8000/81D018200#1105 9&#39: Met, width 14&#33, Me. height. Glazing 12/31/2021 NO Yes Yes +31 W/-35.00 available in top or Intermediate section. 10 b0D0/&10018200 1123 # 16&#33: Maxi idih 14&#39 Max GI 'n 1 31 23 ry xGlazing 2t 20 No 0 yes Yea +30.00f-3350 avauabra in topn9 o or mtermedlat. sedbn. P 11 8000/&100lBSfiD 41124 1G&KS9`Max width 1 x 1213112023 4&#39 Ma height Glazing 1231202.. No Yes Yes «34.40/-3930 available ih top cr inlemnedtale sectien. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fogel rift 115f2021 �s- r m _. ..- _ �',.-. .� _ _ ...,. R�.n .Y`n ..e, .�.,vy-_%a.. v..7r..wh".7a..•'S,e��,w�-cZe"Ax-. ,::sfrY;<c�"'%ae"d �.._v:a``i�d ,-..Y�ti;.h ,. � - "�5xi.,,*,� :ucfi?2;t.K'�--Est.:: ?�"'r�:'<��%.k...e'�*„`..-4-�.7.".' CoA44 Entity c Data to Date Pending .Di T-s' Version. Manufacturer Gpmact Engineer&L-merit, VaNdsled 6y Vapdeted Submitted FSC Adri Anomved status Rewsidn 2no times Sim Of AADG: Inc. Tom Rattay UL LLC- Troy Bishop. P.E. 12 02020 12/01r2p20 1212112020 Approved Category: EMedor Doors (6411494-2813 i954)947-0580 SIIboategory: Extenor Door Components tan.ranay�asseehlop.co COmpllarl" Method: Certification Mark cr Listing m FC#1YSa7.41H Products ,. : ': Quality Assurance Approvedfor Use Approved for Use Wait ct Design Sin # P tl d Modal, N b or.Name Product Duscrittlign Contract IFun ion Dale In HVHZ Dutsrde HVNZ Resistant Pressure 1 607 707727. 747 5777. and 84 T Single and Pat,. of Ff.sn; Gluedand Louvered sngleand pairs of1213112025 Yes Yes Yes WA Doors hollow Metal doors. Florida Department of Business & Professional Regulation Pagei aft Building Codes and Standards 82az1 Product Approval Application Detail .,�, �.,. .t„i,`�';s7'� -. � ,E� .,v s ,,xrt--;,� �x•r £� �.p'c"�xs„->£�`i"srv, %,<' �'k"T'.,.>x v,�'>rz, "d`Gn'r''�r$,� a" a= � �'�,�'t�T,r�1,',`=� �t;'�rc�,.�r'-`1-y' code grifirty or Data oat- Date: Pending Date MW—B.VersionManufacturer Contact Engineer &ulcerate Validated 5y Validated Submitted Fad Approval Arini-4 Status. Rsvfsian 2D20 MI Windows and Dows Sent Sininger :American Architectural Steven M. Uhoh. PE 1111?12020 1 ill72020 1127/2020 Approved Category: Wind". (71 r)365-3300 Manufacturers Aaeodr.u.n (717)317-8454 SuixCategory: Single Hung bsSl ngerpmririi,cpm CompliandrMethod: Certification Mark or Listing S ante A yor atl to, use Aompyed for Use Impact Deal- e # Ptotlud Model. Number or Name Product Deecrlmlon Comraet Exolsailon Date In H4Hi Outside HVHi Resistant Pressure 2 185 SH 52x72 FinPenge, Frame IGISG Single Hung 1 D/082023' No Yes No. +6w-6O Laminated Glass (D E W W z _ O > C�L O U _0 L� A' W CL F— O s_ W W z J z Q J tZ SHEET NO. PA 1.0. I 4­0 (1) (1) = I Cn -F0 a) �41 Florida Department of Business & Professional Regulation P.Be 6 of 9 Florida Department of Business & Professional Regulation page 1 of, Florida Department of Business & Professional Regulation page I ef I Florida Department of Business & Professional Regulation P.v 1 riT2 -0 > = 0 Building Codes and Standards 1126,2D22 Building Codes and Standards 1`5512021 Building Codes and Standards i512021 Building Codes and Standards IFJ2021 - =3 Product Approval Application Detail Product Appiroval Application Detail Product Approval Application Detail Product Approval Application Detail ED 2 ­0 a) CDL = 0 C) c-0 L- - I I- 11 ,� "� , S­N%�: , - - -'� I I ,1 i I ' ­ Twe Cod's version Manufacturer Entity a C.n1a4 Engineer & License v.Ed%t.dL8v Daft Date ourte Pending Validated submitted Pao Approval Date Approved status Cod. % --- Entinfir A Us oat a Data latendma Dale Code Entity or Date Data Date pending Date CIAO Entity o Date Date oate pending Date � = co -0 a- . - 9 (6 Rerviscn 2020 Ther­-Tr� C-p-ati., Steve jasp-n Lymi- F Schmi# P E Ry..J. King P.E. 10/0712021 OW18/2021 10113�2021 12t15/202I Approved TV" version Manufacturer Conalit Milliliter & upense Validated By Validated Sultimitted PSCAparootal Approved status Tv- V..I.. fienair-hu- Contest Enelimerg U ..... Validated By Validated submitted ItSCA-val Anionni lium TV-- VaintIon Manufacturer contact grainear & Licamso Validated Be Validated stplampittrid lac Ampe., A-viial atratus W 0) L) -I.., U) Category: Exteni Do- (800) LW-7628 PF-4U09 (813) 767-6555 Affinneflon 2,020 PGTInclu,sri. j ... R-eld mitshii-D.de mcco - CER Mhnni-D.da BCCO -VAL I IM/2020 I 1 IDW2ng 1111itZ1120 Apprevod R.vi,ion 2020 Mt Wndw* and Doons Brient8itlinger Amer- Architectural 5terD M. Urich. PE TOID612020 1W&f20zD 10MAZ20 Appr-d Revall. 2020 Mt Windave A ad Daure ifern Sittinger Annan- Architedinril Steven M. Uri.h. RE category., Windows 7� 3S&3300 M.r.1.&ura,a Associtsm I'17)317�8454 1 I OT2020 11/22f2020 1=&2020 Approved . - Subcategory: swinging E�tztrior DowAssemblies sjaSPerAon@themathjoo Categery: Wind- (941) 466-0100 (786) 315-26N CasgoW. Windows IT17) 3M.3300 Mim.1tat.nar, Association i717) 317-8454 betflirgenotirlud... (71 subcategory Fixed b,ftIHn;gat@a­*dx­ (D -0 0 Compliance Nathoct Evaluation Reportfrorn. Plorida Registered m 3.1icat.g.'r. single Hung Counithance Iteekined: Carlift.tim Mark Or Listing jtcampfilligiggondusli .m Subcategory: Horizontal Slider Compliam" Method; Cartilloslaorn Mark Or Listing Compliance Method; Cis-fificirl Mark or Using 0 -0 Archtac� or a Licensed Honda Professional Engineer I I I I I I I I I I I I I I '� ' I I , I I I I a Q - = -0 I I I FL#239 281produalra I � 'F'*53iA-s3P'.d.Zta I - 11 I I I 11 I 11 I I I FU�Sa��41111,duatjr - I I I L- (D 17604611�W Proiduc , I I I I I I I I I I I I A Acia-ild Us, I AOP,,u,d far Us, lerearit Deal- I I I 11 I I I CuriffityAssuram" I I Approvadleruse Approyed for Use I I Inapact Design I � I I Q.,fitir Assuar. A,,r-df,U,, Ao,,-,d for Us, Introot oselon 0 0- = 3: I Quality Assuran ce Ardiravedfor-Use Argetovedfor-Use I mract D.Man Sea it Product Model, Number Or Name C Quality ... raine, far Produot Dmorlptlon "ritst EliplEgoin catt In HvHZ Outside HVH Resistant Pressure San# PL29wolt Me&[. Iturribar or ligoll - r Product joescriction atract R.Ohnifig. oat. in HVHZ outside HvI4Z Resistant pro's., '. - HvHZ assistant Pressure r sea 4 Peductfrodal Nurab.-Ni nroduot Dintoriedo rit-T Expiration Date In HVHZ Outside -2 = 0 LL - S-qI X Product Model, Num bar or Nam Product Description Contract Expiration Date in HVHZ Outside HVH Resistant Iqressu!�A , 2 8H55W i Large Miser. Impact) . Vinyl Sragi. Hung Wndo`�O (17,�W2025 Yse yes Y. rVA I rs,a 4 Fin and Ilisnsit F­ 73�62 I re.st,d Gas, OV16=41 No yes No -551-55 1 165 Piv 7�3. 72 Inaulsed class 04/03124123 No yes No -601-64 . = - - M -1-0 Co 1 a. Therma-Tru Fiber -Classic and Smooth-5tar Nominal 0&939,8 &qudt;Ncn-Impact&quot Opaque 12)W2022 Composite Edge Fiberglass Single Door No yea No NiA \ C) 61I.- M 0 > to (Imswhgloutsv�img; X configuration) .CQ -.0 E 0 2 Tharma.Tru Fiber -Classic and Smooth -Star Nominal S19"13 &4uot plon-Innoactliquat, Opaque 1213V2022 Composite Edge Fiberglass Single Door No Yes No NJA (1) L- (:L) L- with Sid.jie(.� XC, OX CXO (j) -4i.- (D- (I n­rgtOUtGwm9r or n'..r.n) I - !E u) -.2. O- 3 a, Thermg�tru Froer-Cl2asld and Smooth-St2r Nominal 6&*;P;S &cruct�.Nort�Impacta,quot� Opaque I 2f3lf2O22 N. yes No NIA M -60 Fiberglass Composite Edge Double Dow vAth or CV2 �-= a U) < withourtSiderites (InsvongiOutswrig: )O(wOXXO C%j I CZ -0 . 0 4 d, Therma�Tru Fiber -Classic and Smooth�Star configurations) N-mirel 7&WN;Cl &qu-t;Non-Impadt&quotr Opaque 12ja112022 No Yes No NIA C%J11 W -0 --1 -41r- ( "I"Iti�/- Composite Edge Fiberglass Single Door :2. W C3 5 e, Therri RUer-Classic and Smooth-StaT (IrAyAng u1swing; X configuration) 'O N.min.1 9, 8quot Non-mIpacd&quot� Opaque 12t31112022 U . Compoa7&tcrie Fiberglass Single Door with te No Yes No NIA V- " -= = C2 9 cz _ =- Sidelitis(s) (In-AngiOutawrig, XQ, OX or OXO cc " M coffigiundo.n.) Florida Department Business & Professional Regulation -j -= M C"11 >< 0 6 f Therma-Trin Fiber-Qtasslo and Smooth -Star Nominal 6&#39:0 &quotinon-Impaottiquot Opaque 1213112022 No Yes No NIA Florida Department of Business & Professional Regulation page 1 .f I Florida Department of Business & Professional Regulation P., I .ft of at =1 164- = CL. Composite Edge Fiberglass Single Door Building Codes and Standards 11512021 Building Codes arid Standards IFIT421 Building Codes and Standards Iffir2DZl Cc C= - (Irsarlengloiltswing: X configuration) ­11 -= C14 .= 7 g. Therme-Tru Fiber-Cfaissic and Stmecth-Star Nominal 8&#O0;O&quotNw­-Impad;aquot; Opaque 1215112022 Composite Edge Fiberglass Single Door wth No Yes No NIA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 14i W C= 'M C14 sidaldets) (I a"Anglourtevvmg; xO: Ox or OX0 n Z - W = I " � - configurations) 8 h Therms Nominal S& Fiber-Classio Smooth 039;0&quot;Ncn-Im;pacAqUot; Opaque 124'�V2022 No yes No NIA CL -= W - = -Tru and -Star Composite Edge Fiberglass Double Door with or � I "i 1, " .. .- j - " - E = without sid6irtAs XX or OXXO Cod. Entity .' claft. Dale Cato Pakidinto Dal. Cod. Ernitur . Dat- list- Date P-din, Data Cod. Bett or Dat. 21111 Data Panei., ash' = :!=-"X 4 (InswingyOutwilng T­ version allems"ot-ir corti.ot Engiri Lismse Validated By Validated Submitted pad Apip-al A,--d status TY Pa vs.!- M ... fatot- coni Ignitin- & U-no. Validated 8v vefidahad $uIrowittod rod Ajpsoro�l A,iarpyt ada TV pe Version Manufacturer contact E.ainto, & Woons. V.Itdal Ey Validated Submitted FliCAnoroval Approved .a Zj . - 9 I- Thofma-Tru Fiber -Classic and Smooth -Star rifig-ti ... ) Nominal 6&#ag:8&quOt:INon-Impact&qUct: Glazed 12/a112022 No yes No NIA Affirmation 2D20 PGTIndustries jeas R...ski W.nri-Q.de RCCO � CLR Mism-Oado BCCO - VAL I IMM20 1 M&`2020 1111112020 Approved Ramsian 2020 Mt Vard- and Doots grant airlines, Luts R Lor.a. RE 'stavan A Un�h RE tQ0$12020 1"W2020 10i 1 21 i 6M 20 Approved Affirmation 2D20 POT Ind.sres jans R.a.11sk, Mittati-oadia acco - CIiR Miam�Oado BQCO -)/At 11,050020 1 1 005a(120 IV1112020 A15pr B:: 3: no - composite Edge Filusrrglma� Single Door C.t.quiry! VVInd-s (9411486-0100 (786) 315-2590 caaag.iry! Windows (717) 3a5-3300 PE-62514 (717017-8454 Cafirgomr: Wind.res (NI) 486-0100 (78E) 315-25M Co a) -= -5. L� (Inev,mg[Outewing; X configuration) auh".ga.y! Fi-d ho;o'..'siditilligifindusideso s4c.tegri Mullions bstlinvararriv'd�com subcategory: Anurfons jrtawsid@pgtindustileac (D , = cm 10 j- Therma-Tnu Fiber -Classic And Smioloth-St., Nominal 5&#39�8&quoiNon­lmwacI&quct. Glazed j2rJ112022 Composite Edge Fiberglass Single Door oAth No Yes No NfA C-pilan. Method: Cartifiesbisa Mark or using I Din I I Compliance Motbod, Evaluation Report from a Florida Registered Anchittaci ., . U­.d r1orld. compliance Matirt Cutill-j" MAN or Uati,g .1" , I I I FL44413firrosiltort . Cut Ix - 19 :�' a - 11 k Therma-Tru Fiber-Clasad and Smooth -Star Sidefire(s) (I rsvring/OulmrAng; XC, QX or OXO configurations) Nominal 6&#39;8&quw:Non-Impwt&quct; Clued 12i3l/2022 No yes No NA 11*243-R24:1proal I I � I I I I I Qualft K,..-,- ft-vadfairUsa A,,,uu,d for Use 1­1 9990 Professional Engineer Fl*i!5353�Fi Prod,lgij : 11 I I I I I I I I I 11 I I I 11 I I I I I I 11 I I I � I I I I I C.ANts A-u- � I Aaaritylalforrus. AmOvild for Us, lameact Deal - W = E 0 Z Composite Edge Fiberglass Douttle Ooor with 8­9 Prisdut Model. Hurter or U., P-dit.id Destriotinon C-tra.1t B.OrtitlOo Data in HvH 0.1hid, HVH Resistant I 11 I I I I I I I $an A Number or Narn, Product Description Contra,�,t on ome In HVHZ Outside HUH riterailetan Pressure -3 U or �ithoutSidelites(InswinglOutw;ing XXorQXXO 5 PW.5320 (Large Missile Impact) . 'Anyl Fl.d WhAP. 04�30n()25 Yes Yes Y., �Tie�' Qualitv A asurance Arearsivad far Us, A,o,u,d to, use, "Aset Dead" = =. 5=L I Door, and ffindrotive Alturrinurn Murl.na 6 Y. Yes Yes NIA 0- � owifigurations) I a-* P,.d,.tM.d.1 ftnits-01- Produa o'ser I n Coner.0 E.Mrstior, Oat, in HVHZ outside, 14VMZ Resistant Pressure 12 L Therma-Tru Filber-Classic and Smooth -Star Nominal 7�#aglQ&quot;Non-Impaotgquot'Glazed 121al 12022 No yes No N/A 2 57G4 Verfim.11 Ajunain�!Muuioei Qf3l�2l)24 No Yes yes NiA 12 Composies E dg. Fibeng anpa Sing I. Door (Ims,iIing(Outswinig: X carrifigularton) 13 m. Tlen-T. Filb-CI-ia. and S.-th-R., Nominal 7&#39;0iq..t;Nwi-Imp.di&qucc: Glazed 12al 12022 N. y- No N/A Composite Edge Fiberglass Si ra Is Door with $A elite(s) 0 nsv�rgttCurts,emig; XO; OX or CXO configurations) 14 n Therma-TruFilear-Cliassic And Smooth -Star Nomi-I Slk039:D&quot:Nw;-JmpAct&qUDt ' Glazed 12�31=22 No Yes No NVA Z Composite Edge Fiberglass Sing Is DOD I (InswrigirOutswing: X configuration) 15 c. Th.mma-T. Filbw-Cbssi� and Smooth-Sla, Nominal B&#3g:Q&qJ.t.N.n­In­p@dt&q.ct. GIned 12/�O 12022 No Yes No WA C-poste Edge Fiberglass Single Door with I Sidslifte(s) (Inswrrgfoutswflg� XO OX or OXO Florida Department of Business &. Professional Regulation page I VI Florida Department of Business & Professional Regulation rage 2 of 7 Florida Department of Business & Professional Regulation i 3 vf4 0 15 IF Therma-7ru Fiber -Classic and Smooth -Star configurations) Nominal B&#39;0&quct;NwI.Imlg@&&quqt: Glazed 12f3`112022 No Y As No NfA Building Codes and Standards IM12021 Building Codes andStandards IM2021 Building Codes and Standards ala=23 Composite Edge Fiberglass Double- Door .in or wthout sideliles (InswIngiOut-ing: XX or CXKO Product Approval Application Detail Product Approval Application Detail Product Approval Application Delal I W 17 q, Thermo Tru Fiber -Classic and Smooth�Star configurations) Nominal 68#39:8 &quct,.NwI-ImpAa&quot Oplaquo 1213112022 Composite Edge Fiberglass Single Door With No Yos No NA . ­ I " ... I I I I I - ' =11 � 50910MUMVERN "M 11' --"# 1*9 Transom (hravvingYOurtswrig; = configuration) rrr , I ­1 1 , 18 I. Themna-Tru Fiber-Claasic and Smooth -Star Nominal $&#39;8&qvct;Non-ImpAct&quot: Opaque 126112022 Composite Edge Fibergl ... single Dow- h No �`Dts No NIA code TV-- ximm araouLi4liturer Endryor Data mt. Dale P.ndleo Data cant.ot EmAdet"I& U ... a, Validated lay V.M..d Submitted FBC Anieneysi AD,-,d - Cod- T­ Version M-fasat- Entity a contact Enontier & Unerse Valildrated B, Dan* Dale Date Pending VAIdal,al automated FBC A,,,v,l oat- Asov-d Met- Cod. Wity o T". version rasmifs.t.1.1 cearlitot Enainser & LJoemse Ylalidnited a, 2d.- Date Date Pantie, 9212. Validated submitted Facjkatteaval AnDrAvoc! Status Sidelifa(an and Transom (1-irig/O.ta,aing; OIXO. OIOX or CfOXO config.natt.r.) rs'Atu.n 2020 Jam" Handle Building Prodacts Ina. Chad Dicincks V. Andr- Ton John Southai,4 P,E, 01MI2024 IV14/2020 01i'06i ,dirg Pao Allepl� Raivson 2020 Alaide 141tk Thompson Lynd., F. Schmidt. P.E. Py.a J King. P.E, 02JIS/2021 021IM2021 02r,212021 0411212021 Approved Reiv.m 2020 OAF Malsol slich Ration filerliften John try, Krazavich, FIE I 2nef2022 1 2117=22 12=072 =rM23 Approved 19 1 a Ther-Tru Fiber -Classic and Smooth -Star Nominal S&9S9;8 &qwn,Non-Impact&quct; Opaque 12131f2022 No Yes No NIA Category: Part Mira IXg) 54543511 PIF-ei%2 (352)'107-2528 C.I.O.'y! parer Wells (330) 922-2389 PE.43409 M13) 7G7-6555 Cat.g.rin Rooting (800) 7613-134111 PE-51)166 tMi[) ?72-6724 Compoet. Edge Fbergless Single Door witti succansigory: siding ch.dxi-kaQj--harAi subcategory; soffits nthompacir@idaidecia. SulaCaloporry: Aspholtsibinges -tishw-m mi " Sidl.IEE4.) �h--iingiO.t.vAng, XQ, OX ., 0X0 Comiallamini Mathod: Evaluation Rtlpw frorD a "wri Complaints Method: Evaluation Report I- a Compliance Method: Evaluation Report from A Continuous Head arid Sill configurations) Florida Registered Archreat us U-sid Florida Florida R.gisl..dAtchlt�t­ UPcn..d Fl.flda Pierce R.9fat..dA1.hIt.ct or a U.rs.d FIR-ida 20 t. Th.mr.-T,U Fith-0-so And S.-th-Se, N.mirrel 8&939;0 &cr.t,Ncn-Irhp.cl&q.ct� Opaque 1213V2022 No yea No NIA Pollessionel Enni-or P,w-lonel Engineer Profeasional Engineer Composite ErJQA Fiberglass Single Dow with new S,d.lit.(.) 0 nigtOutieviing XO, OX or OX0 I I I :I'Lkilik-Isiprodutta I I I I I I I I I I I I I I I I I I I I I � I I I I I � I k*Ig572-RijAr,d.de1 - �, e . I I I � I 1, I " I - I I I I I I � I I I : , I I � I , I I I I I � I I " I I , , I I I I I I I 11 I , I " I I I I I I I � I I I I 11 I I iull L14411larriaM. 'I, I I I I 21 U. Therma-Tru Fiber -Classic and Smooth -Star Continuous Head and Sill configurations) Nominal 6&939;8 &quost Non-Imp..t&qU0tr GI-z-d 1213112022 No Yes No NJA I ' QualltvAssiturarroat Acyro"diroi Aporevoil for Use Imli Design 11 -1 I I 0-firri Assurance I I I I I I I I Apiarov'd for Us, Approved for Use I 11112221 222is.- QuolityAssumin, Approved for Use Approved for Use Ifflilmall Deakin Composite Edge Fibengi.. Single D.wwlth sea # product Model, Number or Name product assorted. to-traO Ettishattlan Date III HVHZ Outside HVIC Resistant Pressure S-49 Pincoluct Model, Number or Nam. Product Description Carl ... t ff.plorti.o Dat. ", HvHZ Oui HVHZ Itasisidilit Is .... ur. 41's"i Preduct Model. Number or Naftle Product Dea,ription Contract EXPIration owe In HVHZ Outside Resistant Islas .... Side]W&) �In­Angs`OutsvAng. XO, OX or OXO 1 Compl.alt Lirp Siding 11ba-ment I,rp siding W11202a yes Yes NA WA iZoV2625 I a. &quo:2T&.qudt: 6offit Vcht or Solid Vinyl Will I2131a023 No Y" No N�A 1 OAF Asphalt Roof Shwigles for use in F BC noa-HVHZ Fiberglass .Inforood 34.1b,)amimstod, $-tab and 12M6O025 NO Yes NIA NIA Continuous Head and Sill configtmations) 2 He,di.Pla.k Lap adhig lb-amartt all siding y- Yea N/A NiA 2 b: &quot;Atiarne T4&quw;8ofIrt vahl or ScI'd Vi" stiffit 12n;II2025 No Yes No NJA jurisdictions hip/Ndge asphalt �hlrgies 1 22 � Therme-Tru Fiber-OlissaiGand 6Nmooth-Star Nominal 8&fi$9:0&quot;NwH1r­pacI&qruot, Glazed 121at'2022 No Yes No WA � c. &q.0t�Greentoner Vintage B.d.d&.439: Swirl Vem or-ScIld Vinyl Sofift 12131RI)23 No Yes 14. NA Composite Edge Fiberglass Sings Door with 4 d, &q1ud;05&qud1 soffit Vent or Sold Vity! sent 12CIf2023 N. Yes 14. NJA Solelite(s) On-AnglOurtmaing; XO, OX or QX0 5 .. &q.d;Ch.Ia1 O.a&�I­t' S.Ift Venter solid Mityl safe 1213IQ021 No yes 14. NIA 23 w. 7h.m.-Tr. Fib.r-C least. and Stntauth-Star Continuous Head and Sill corfiguraffions Nominal 6W9,8 &quot Non-ImpecAquot Opaque 12,I51112022 No Yes No WA 0 f &quonaIpwSjpan&quot satin I Vent or solid Vinyl Stiffit 121310025 No yes 14. NJA Composite Edge Fiberglass Dour Panels with Vented Zideli*s) �In*�longfoutavvjng; X>� >M Or WX configUratiors) 24 x Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&9�rg;0 8quot,Non-Irnpaat&quct', Opaque 1213lf2O22 No Yes No NA Composite Edge Fiberglass; Door Panels vdth Vented gdelke(s) �InsvWngIQuta%vngi XX XYXorX)O(X configurations) 26 y. Ther-7ru Filber-Clamicand Snnowh-St2r Nominal 6&%43S8&quotNcn.IrrjDact&qudb Glazed 12131f2O22 No Yes No NIA Composite Edge Fiberglass C-P.rel-Ath Vented Sid.lits(ti) (1-winigO.tawng: XX )O(X or X,V,X , n page I oil Florida Department of Busi ass & Professional Regulation Florida Departmerr: of Business & Professional Regulation page I of 1 Florida Departmend of Business & Professional Regulation Page I of I 26 z. ThermR-Tru Fiber-ClassiG and Smooth -Star configurations) Nominal s&#3ln0&quot,Non-ImPacu&quot: Glazed 1213112022 No Yes No NIA Building Codes and Standards 10SI2021 Building Codes and Standards 102021 Building Codes and Standards i0202I Composite Edge Fiberglass 0ow Panels with Vented Sid(Afte(s) Q naWngfOutswing; XY, XXX or XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail configurations) ' � 11 ' ' � 11 I I 27 za, Thern-a-TrU Fiber -Classic and Smooth-8tar Nominal 6&939, 8 &qDot: Non-) mroamAouot Glazed 12131f2022 No yes No NIA Composite Edge Fiberig lam Single Door with 38#3g. 0 adelits(s) onswingpOutswing; XO, OX or OXO configurations) Code , - I - Entityar Date Dal is Cater P,indino Date code Entity or Date oat- Dapt Petridnig le"i I - Code Entity A "I'll, ' I "I �� ONO Ditle Danij.."dria 139- 28 zb. TrasrrrIa-Tru Ffbar-Classic and Smoctili-Star Nominal 6&#39;8 &quot;Ncn-Impact&quct� Glazed 12131i'2022 No yes No NIA T­ virraltm Mararfadure, Comsat En,iD,,,& Lioisnaa Validated 8, Validated Subm;tted FMC A.....] A,,r,v,d glatia zxm version lifi-feccurnar cenI Entimsir a Lkives, Validated By V.1111aluel Sedonitt,ol FBC Amoraval A,Qnw Status 'ryip. vonsion Mentribetureir carreet Engineer & U.naut Validated By Validated Submitted PSC Appinawil Approvad status Composite Edge Pilosirlil.se Double Dow with R.0 -i, 2020 TAMKO guiding Producta LLC Kerr) Edon Pabst Man- John W, Kneetrovich, RE 10JO412020 09/2MO20 10112J2020 12MS�2020 Approued Revision 21720 ­�V. Th"aw. Inc. croa Thompson Arcirted-I Tony C31rivinnan Zachary R. Priest Steven M. Juirich. RE Gain 7=20 09116/2020 DIU22r2020 1211&rA20 Approved R.-I. 2020 Fiord. Metal Products Ine, ClarkJores James L Ducker RE-6 Steven M. Union. RE J62?f2020 0A,25f2020 10104f2020 1WIG12020 approved W39:0 8id.1res �1rawingIODtaWrig 0)= category; Rooting (417) 324- 644 PF-59166 f954) 772-6224 metals company (TAMC CA I 81 3� 248­3455 FE44Q21 rr?17�317-8454 Category: Reeling 904)783�8400 C BUCK ergir.Aring (711) 217-8454 29 z.. Thisrm.-Tru Fdce,-Crossic and 5­th�SW, config.rati-) NominlW09-0 &qv.;;Nwr-Im;p--t&a,.t Glazed 1213112022 No Yets No WA S�InCalaagunr Undernryuments kam-sceriCI-A.,com Categw. Roolng Sui gi RoolinijAccessorts that are aq tanyQgometalroclingcom S.bc4.g.,y-. R-fingAP.-wistithat - an ,t,rliPflAmsco.com PE-31242 Integral P.ftefthe Rotting Systsm Composite Edge Fiberglass Single Doorwith SMg,j) Compliante Method: Evaluartiol Report from a Int.gr.r0FZ(n .fth. Roofing Syst., Cerriallaincit Method; E,slu.tion Relp.r1froarn a Stdefike(a� (InewhWOutswingn XO, OX or OX0 Fland. R.giete,dArci Uosinsed Florida Compliance Method: Evaluation Report from a Floods Regf tereclAolhit-tw a U-e.d Ford. 30 zd. Therma-Tru Filb-Classic, and 8mocith-Star corifi,ura'I.Ons�: Nominal 0 &quotN.n­Imp.dt&q.M Glazed 1261 W22 NO Yes No NIA Professional Engineer I I I Florida Registered Architect or . Licensed R.I. Proittesibnal Engine., Composite Edge Fiberglass Double Door vvith FL0j2jZL-MPrw1uctii I I I I I I I I � I professional Engineer I I � I I I I 1, 1 PL-421,58IIA2 2cmd-1 I 3&#39 0 SIdelifies (ImavanglOutswing; OXXO contg6raloon) Ae,1-,. A,,r,-d far Us, A .... v,d I,, Us, Weser D&A." in I IFLANSIAA-R3 oduct. I . I I - I I I I I ,� I I I ''I I I I I I I . I I - - I I I , I I Quality Auisurance Approval for use Approved for Visa 19:11119 P.kft 31 za, Tharme-Tru FIther-Classin and Smooth -Star Nominal T&#39;0 &quotNcn,Inmpaot&qUc�. Shaker 12131iI2022 NO Yes No NiIA so- 0 Produot Modal. Number or Name C�Q,allfy product D-irluti. chain Emkitillen Dal. HVHZ o.takI. HV Stamen! premure Quality Assurance Auterwerdforlise Achieved for Use Impact 1:1-10" S-9 P,00uct Model. N-bar or Me,, Pri.duat D ... call- C.rd-1 E.Iratofs Call in HVHz O"Old, HVH Resistant pim... Series Composite Edge Glazed Fiberglass Single I TAMKO Roof Underlayments iKVHZ) Roof und6dayments fw use in r BC HVHZ OOJ29QO23 Yes No NIA WA Awl PoduisiMsdial N-b-triti P,adugf D-rutian Cartr.ol F-Ireflar Oat, in HVHZ outside HVHZ Resistant Puissant 3 3- FLAMC0 #.quot;RV 10 Ridge Vart&quot: Aluminum Ridge Vents for pitched roofs retreated 12131(2024 No Yes No NIA Door With orvurthout 1&#39:2 Sidelits(s) juradiodanIt. I TAMCO Flat Top Off -Ridge Vent �* gone I., Tile 26 ga. static r.Qfv.nff%t.­ith binfle 0910MON yes Yes NIA WA from 0 025'Nunrin­ �InswnglOitttvwnq. X OX XO or OXO configurations) 2 TAIAKO Roof Umlarraymesnte OION-HVIHZ� Roof undeday,ants for use In POC nw-HVHZ 0642912023 No yes WA NvA 2 TAMOO Gie.�­I:V.nt 26 ge. Q9fQgi2Q2$ NO Yes N/A -01-52.5 . jurisdictions. 3 TAMCO Off -Ridge R..'Vert wIth Baffie 26 ga. stafic rOonventilittor ,dIth integrated battle OSI/09i2026 yes yes NIA WA 4 TAMCO Round Top Off -Ridge Vontwith Banterer Tile 26 g.. stat-0ofY.Milat-Ath battle QS�OW202t!t Y. yes NIA NIA Florida, Department of Business & Professional Regulation Psg.1 ell Florida Department of Business & Professional Regulation page I .f I Florida Department of Business & Professional Regulatition Page I of 1 Florida Department of Business and Professional Regulation Building Codes and Standards 9912021 BuildingCodes and Standards IM2021 Building Codes and Standards 3W2M Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail] Product Approval Application Detail Product Approval Application Detail a) - '. .. I IN,� " I "I� -, I - l-1191,w;l M111, " Code lya- Version Marturfactumer Revision 2020 Lornian- entity o Data Dele Dab Pondinct Data Contact Encireasr & License Validated W Validated submitted FBC Armoo-I Aotaraved! blait- katrin. Jolley James L B..I.ei P�F St- IM. Unch. RE 1 1MI2020 1 lt2a/2020 1 1 r-Vn 020 ding FBC Apon code TV- version M,n,f,,t,,,r R.Maron 2020 B-1 Roofing Eatitv - Contact Ermines, & Li,,D,, yralkidgid By Anderson Rocan IAPMO Uniform Evaluation G.,y W. Walker Dat. Dal A Data pietifirso Veliclataid Submitted FBC Aran -al 1 1j03O920 1 1 10MO20 004. A,P,v,d 1110512020 st"It". Aprol"d Cod. Entity or IV" Volition Manlifeaturor contact Elligisaill: & 410plit. Validated an, R.'Ision 2020 Global Protection Producte. L.I.C. Tim Robinson Walter A Tillit Jf, RE, John WL Kri­jah' RE Date Dai 0040 painting 20 Validated Sulmilltod Pao Approval Approve Status 09iO&2020 "10812020 INOV2020 12115M20 Arip-ad CD FL#6259-R31 Code 2110-Qr Date Date Date Date Status Ostsj.ryt 3-tIng (501) 963-6163 PE-31242 f717I317-I3454, category! pooling (8m3380-6001 Siri LLC. (205) 654-01160 cat.g.rin Shittlers (9541889-7545 PE-44167 054) 772-6224 . _R lyp Version Manufacturer Contact 2020 In _glneer & Yalidarted By . License _proved Approved Validated Submitted Pendi U, Ap 1012BJ2020 10/22f202C FBC 12/1512020 Subcategory: Roolling Accessorriess, that we a, Irreiral Pairlefthe RocringStohm klelklyelomen-com Subcategory! Rooling Tile. rsimplia-M.M.di Ev.1.0- Ralpartfincrara RelonArdensonQlaorail.co In S.IIG.t.gmy: 06- Pants firr-tarson@-gippent- compliance Methool.' Evaluation Report "m a m Revision POLYGLASS USA Maury.Alpert, Category: Roofing S9542331 John W SOO$ malperl lass-ccirin Robert Nienniner, Knezevich, PE A111112M C..pli.n..M.th.d:EvW..Ii.�R.p.d�.A Florida RegiateredArchitect oI, a Licensed Florida Prod.et Evafuad.� entry I I Products I I I I I L I I I I Florida RegisteradArchil=t or a U-sed Florida Prefossi-I Engineer Subcategory: Undedaymentis PE-59160 (954) 772-6224 1110112020 profeeslemil Engine., 1U1Z&4&-ftI111" 11 I I 1, I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 FL#7jsg:8,jZ I I I I I I I 1, I I Quality Assui I I I � I I I Api for Us, Approved far Use I , lerliad I D.Slar I I I I I 11 I I I I I I - I I KL*16�" I'sod-L91 " � I I I I � I I I I I I , � I . I I I 11 I I I I I I I I I I I - I L I I I I I I 1 I I I I I Compliance Method: I chraillivAssu .Its Approved for Use Approvedl for Lhe lacticial person Be" Prirduat Model, N-bar ,, Ms.. 1 B SaDsity Snake, SI.I., C.urthr Set., split ad English Pradussl la-rinti- ciondirli RAIL Flat Priani. Dan,.. CO M"I'l In 14"z outside HVHZ No yes Resistant NA pratseuna NUA Qualitv Assurance Approvedforvagr aggrox2d jl� Use Impact lauld- E Eva luation R eport from Florida Registered SOP # Product Model. Number or Name I D�sk-Arl DA-4 Dock -Air DA-4 larw1upt oet.aninfi., Contract E"'Ortflurn lot In HVNZ Outside HVH Resistant Pressure L- Protile. Polypropyl.r. Paafiu� R.ofVsm 12�10,2025 No Yes No �9? 51-D7-5 - -Rhatch &aanp: Impact 17 Suany 5C10 - State, Shelia Almo: Split Sh.k. - Flat F'ofil. - Stockton L CA 1213i,2020 No yes NIA NJA Alit Produ.t Destination 1 20 G.g. Gelverseed Seat Storm Ptmda1HVHZ Comagared Galvanized Steel Slorm Panels retained IMI=3 in HVHZ outside HVH Re.1vit,nit pnts.- Yes yes yes N/A a Architect or a Licensed w7RI-B.ilt Mechanically Attached to Ply,vood N& 113 S.omy 500 - Slane, Shalt,trarri Split %site " S-ey 700 - S[A., Star. 4.amp; Split Sh.k. Flat Pi-ofiria - Risk. CA IWIr2020 Met P,.r,l. - So,ld.1 L CA i2131�202D No yes No Yes NIA NIA NJA NIA w not by nooks 1. provide h.m.- prousoti.D. 7 24 Gage Galvanized Sted 8tomn Panclaffirl-VIZ Corrugated GaNanind Steel' Storm paneisrotainod 12131MZ� No Yes Yes NIA =:) (D Florida Professional 2D stutayr011 - Shake, sitiaAarrip: Split snake 27 Tel- Eapsne i a ... lone F1.tF,.flI­Ri.It. OA 121 1 12 High Rhona - Katy TX "21020 No Yes No yes NIA NIA NIA NJA ornoebyracks to provide hurricane protection. a) Engineer L- P,.V. Katy. i i2131Q02D N. Y., al 1A NIA FL#6259-R31 Products 28 VD1. - JCZ- 2Wjfty_AjWjMjg_9 Ariproviicifor Use ApPtqnd-jeLVs-e [mippet asela ;Z U) Lectit Product Model, Niumber or Na Contract EW _iratlon InHVHZ Product: D.a.rigg9n outside HVH Resistant Pressure Date 1 Polyglass Roof Underlayments Roalfing underlayments 1012112022 No Yes NIA -NJAI-622.5 M 1 2 Polyglass Roof Underiayments (HVHZ) Polyglass Roof Underlayments �mon-HVHZ) loolyglass roof underaymerits fcr use in FBG12(23i2C23 Yes HVIIHZjurhadichons. Polyglass roof underaymerlbst, for use In lV23M23 Na No Yes NIA NIA NIA -WAI-C22.6 � M > 0 FFIC nw-HVHZ jurisdictions. Florida Department of Business & Professional Regulation Page I or I Florida Department of Business & Professional Regulation Pa. I ,ft Florida DLipartment of Business & Professional Regulation Page I of I L- 1 Polyglass Roof Underlayments (HVHZ) Polyglass roof underlayments for use in R3012J=23 Yes HVHZj,,I.dIotrana, No NIA WA Building Codes and Standards IJ25M22 Building Codes and Standards I,W2021 Building Codes and Standards IM2021 > 0- 2 Polyglass Roof Underlayments (norl-HVI-4) Folyglads roof Undehayffents,for use in 12J23=23 140 FSC mon-HVHZjtmIedIotIws. iyes NIA -N)AI-022.5 Product Approi Application Detail Product Approval Application Detail Product Approval Application Detail 0- 1 Palyglass Roof Underlayments (HVHZ) Polyglass roof underlaym ent�j for use in F8012(2=023 Yes HVHZ jurisdictions No NtA NIA 0 < - � X@li'W!*"Tg7�,�-' ,I RM-01,1111 WSM ME 2 Polygla%s Roof Undeftyments (nrorr-HVHZ� polyglass roof underaym eris, for use in 11 M3/2023 No FBC mon-HVHZ ji.misdi.tions. Yes NJA -N/Af-622.5 Code Entilvo Date Date 12ste Pending Date Validated V.IldAt.d Submitted IFEICApproval Approved status Cod. Ty". vacation fdanufaidurst Entity or corduset Eirtaimser & Urcsmas varldiated 9v Date Dale vat.pernallho Vglidadiacl audmilhilid FEICArigravall OAT. heoreved atm. code slurry or 7". version Manufacturer Coni seems. & Ll,,,, Validated Bv Data Dal. Date pattern Data Validated Submitted F5C Aarmava[ Ammmosd Marius " 1111 1 Polyglass Roof Underlayments (HVHZ) Polyglass roof sirderayments; for use in 1`50=3=3 Yes No NIA N/A T-e Version Manufacturer Contact Engineer & License Stuart L-na ICC Evaluation Service LLC Wiliam M. Remain. RE 1=1i2020 irt?220021) 1 90W020 1025n(I20 Approved 0 2 Polyglass Roof Underlayments (rari HVHZ jurisdictions. loolyglass roof unceHayments, for use In IX23=23 No Yes NIA -N)AI-622.5 Revision 2020 All American Shattes and Glass Category: Shuttens Subcategory: Storm Panels Mike Bsiro.d Frank L. Bernardo. RE Troy BishOp, P,F- 1012812020 1011 5I2020 1110512020 12115i2020 Approved (561) 712-9882 PE-OMS49 (954) 947-0880 mikeloijiallarmaricanshutte Revision 2020 NO- Categsimr: Stir.glunill Comp-ra SuIeCid.9-y: rr­ Raise (321) 710-3377 (407) 6al-1917 al-4agi.1pinelt.- rs.vium 2020 QoMnlencial Concrete Pir.d.a.m. Robort Grille ,Samuel A. Gracriterg John Hoy Category: structural Components (61 �) 65D-3707 PE-34245 057l 588-5311 llhuleCubig-ry: Products Introduced as e Result of P'coa.gaixrrF-yy.h­­. ivie�020 IV16/2020 12i2laf2020 din FBI] Alppr� = F8C nmn-HVHZ jurisdiatilims Compliance Method� Evaluation Report from a is.com Compliance Method-. E,.I..ti.n Report from A Irtrodust E�f.ebctr E-Ary N-T-hircrogy compliance Method; Evaluation Report from -0 Florida Registered Architect a, A Licensed Florida Profeasuornal Engineer �Pbffiri�iglil-lnr 1pr'@'�Ao ' I I I I I 11 I � I I I I I I I L I I I a Florid. Pool,fieredlAt-ohhent or a Licensed Notice Pofesecrel Eturmse, 0 FL#174644M ProduglIS I I I I I I " I I I I I I I I � I I � I I I 11 11 I I I I I 11 I I I I I I I I I � I I I I I I I I , % iou.11tv Assui I App-dirfor Us. Armovedfor Us, tRLA I I 0.1go I I I 11 I - I I I I I I - I I I I I I I L- ought, Assuance Approvia0foruse Apyrovedlibrul Impact Desiap S-09 pro'dun Mocul. Nuari Or Nam lendue Destruddon Contract Expiration Daft in HVHZ W.1daHVHZ Resistant Pressure I I I � , I D- -9.q 0 Product Model, NumbarprNsuma ProducIt D.sc,Ip!jM contract !ZxPirathaft Data in HVHZ outside, HVHZ Resists n Pressure 1 1 TW 8 oGfAh,es High, Strength i H iterrip: S) Metal Conn -for Net. 1213IM024 Yea yes MIA NIA Quality Asauctric, A-viel far 11ii, Anartrold far i krimiact Ousia. 1 24ga Galvanized Steel Storm Panel. 24ga Galvanized Steel Storm Panels 126-1/2022 ye. Yes Yes N/A 2 ITW SCGrApuris Hinge Plate Metal Connector Plate IV3101:124 Yes yes WA N IP, S-KIA ked.ot Model, Number or Me.. ProdUctlDeserlVdrom contract EWrall.11= In liyHz Ouitaider HVH Resistant preeaturat < � lTWBC01AIyn17rulM Metal Conti Platt 1 ZF31/2024 Yes yes NIA NIA I Quality Precast or commerstal Corterce Products Precast and Prestressed G-rar. Untals D5125r2024 N. Yes NIA N)A 4 ITW 13CONpina W-e MetalConniscorPat. 12/ii-1/2024 Yes yes NA NIA (D U) -+--a M 0 M = < 0- Florida Department of Business & Professional Regulation Building Codes and Standards page 7 PI`2 MY2023 Florida DLpartmernt of Business & Professional Regulation Pass I .1 I Building Codesand Standards 04i2021 Florida Department of Business & Professional Regulation Building Codes and Standards Page I af2 grifia2i -0 i........ Product APPFOVIIII Application Detail Product Approval Appication Detail Product Approval Application Detail 0 - L IM Z � I."--. ' � - 11 I � " ,I, I " , , �'M � 4' "IT, rN 1. " M"', 0 16 BU , I t� 4 % � , % %%%% - W Cod. artilt, Dal. Dal o Dater pendin. Date , Cede Entity or Date Date We ponclinn Date 0006 rmhty Q& Data Dal, plendlia DR. % I L. C 7VIpa Version Manufacturer cart.d Right ... r&LID-. Validated By ��Ildtltadl submitted PRO Appir-I Approved status 1= vana. liparnaffifatimer god-ot Eir-Orear & Llearse welid.terijay Validated sulturnitted FOC A, -"I AOPM�d status 'n"'. visual. Maimulf.c(ping contact F-inter 4% Lloarps, Validated By Validated Vubrulth, FBI: Approval A,,,-d Status � r Re%Aso. 2020 Miffek Inc CatsigieW Structemi Components rrInW.Id­ ICC Evaluation Servitc, LIUC ICC Evaluation Ss,io, (952) Ball-8635 LLCL OIJOM023 12.l2OQ022 01/03f2a23 Approved Revision 2020 Weyerh2suser caltag.ry at-tvaic-P.niants R.b 9.1chvin ICC Evakiation service, LUC Ian Lart P.E. 02i0212024 10M=0 02JO312021 Appr�.d (263) 9244470 (605) 839-3288 Affi-ti- 2020 Aphaisluminum, Inc. Category: Panel Were jose'sova Lui R. Lomas Steven M. Urich. PFE I'lort 509-200 PE-62514 471?� 317-845� 11/13J2020 11116,2020 Itr2MD20 Appooved < .= a) SubCategune: T­ Plate. e.olderentrii-at IN5) 599-9800 subcategory; Enginser-ed tomit.r Compliance Methodr Evaluation Report from Rab,,tB.1&,,Ir@,,syerh. .... rcom il-b"ag.rat: send. elph s.Iun­dn.rrIn.@y.h. ;Z Compilmors Method: Evaluation Report from a Prod.st EvaWston Entity a P,.dhict Evaluation Entity Compliance Method: Evaluation Report tom a Norda R�agisterod ArOlt-t to a LiRarsad Florida acern Z --i FL#2197-RID Products I I I "I I , I I I I I 11 I I I I I I I I rullisV-1til Retargets I I I I I I I I L I I I �' I I I I 11 I 1, I I I I I I I I I I "I � I ' I I Professional Engineer I I I " I I 11 - I I I - 11 11 I I I I 11 < QualAvAssufanse AmounDidirtarrhas AuPmov,dfOr0­ in ... I 0-1- Cruallity A,.upanay Appr9yool for Vare ApprQ00 let V1 Impact Itisathill ItLiltis6444111presli . I I I - I I I 11 I I � I I I I I � I I 11 I I I � I � I � , I " I I I I I Se -a Product Model. N.rnbaa� or 11- Pir.duot D� ... otion contrast Stephen- Oat. in HVIiZ Outside HVH Resisitaril pre- $eo # P­duitt Model. M..b.r,r Ms.. kooluot D .... ratio CguiI 6,di Date I. HV1­1Z outrild. HVII assistant Pressure Quality Assurance I Aporevedforthig Approved far Us, I'M. Deslan -.1 1 Mt BAHS I 8 ga, 0 igh strength tru as connector plate 121310024 yes Yes NIA V41A I Microll- LVL Z paratam PSL Laminated Visneer Lumber OaM)2023 No yes N/A NIA P ... Her Shard Lumber QlVal,'2023 No yes N/A NIA 1S." Frailest Model, Number or Name Prod.0 Derscriati. CP.,.t �Xgnqlloii Data I, HvHZ Outside KVHZ Resistant PIA -A a- 2 K415SHS 1 8 ga, super h igh strength mu� conna= plate I V310-024 Y. Yes NA NIA I Timla.rstrand LA Leminet,d stand Lumber Oa/31)2023 No Yes NIA NIA I Alpha Nummilm Solid 8amp* Vented Alumut urn Soffill Are I a Aluml num adid &amp, Vent sit Amin um ri No Yes No N/A 3 4 MI 16 MTJcHS 1 6 a., trusa .Rnmssl.� Piet. 12J31QO24 18 ga. high strength 1. as ocreactor PI are 1213112024 Y.. Y. Yes Yes HAA NIA `;A NIA I TJ Rim Board structural Composite Lumber or Oriented Strand 01131)2023 No Yes NIA NIA poard Rim Board CMU&amp;Wwd SoffiV rMU &amp: Wood SHEET NO. 5 LIT20HS 20 gA. high strength 1- ­��tor plate 12131.W24 Yes Y­ NIA WA 5 W.�enhs.­ Rim Bosird Oriented Ontind Board Ri, Board 0311"023 N. yes NIA WA 6 7 TL I 9, linis TL20' M-r2o i S 9.. hues canneal. plot. 1 MlaO24 20 Be, i.s. oonned., plad. 121310024 Y.. Yes yes Yes NfA NIA I'VA NIA . I . March 6, 2023 I PA 1.1 I I I A.-• N N Florida Department of Blminess & Professional Regulation Pane 1 wf 2 Florida Department of Blueness & Professional Regulation Panel of i Florida Department of Business & Professional Regulation P1401 all Aorida Department of Business & Professional Regulation P101 ar 1 � Building Codes and StAndArde endt2m2 Building Codes And Standards o-r10=2 Building 9 �� and Standarcli Building Codes end Standards a 1am22 CO� V Product Approval Application Detail Product Approval Application Detail ,q�y ApPI- Product Approval Application Detail Product Approval Application Detain � 0 � � L rv... - . . , .. .. ... .. _... _ .., ,,.. ,,. . ,.. _ ._.. r. =, . i,. ... .. , m. _ ,.. ...,.>•. _.-»-..r ..,,>.:. , :. ,: ,. ,. r... t ...". i.. F. = ,. ., -, ..r. ... ... .t :x.. ... iW. N .-£4. ... ... '`i' ,.-. t_. my ,. •r .... ......i .r t 3 .d l ... a.: .. _-4 1 w. :. ... .. r:. .., .. -. zr. .- . <. ,. ,.. ..3,. F ...� z _.. ,. `n J o a....-b., , x ._.. ,... .� .. ,. �t >.. „x.- i .. ,.. :, ...5` ,a o, ... .. �. ,. .,,.e= ... v . .`� .- .. .. L 4- s _. r ,.. . `Y ..�- # rs... ..er- .. i ,. , r! .. r .o ,_ .,rF. ... _.. ,...v _.. . ._.... 3. .0 :d'„_ s. � _. 'allele _ � c. - ,...`* . < , . . ..t. .. _ w . ....a . _ >:. _.. .. __ :.. .: ... 5 � _ .. .n v-..,-.� ,r... : i _,.__ -<u- ti.» r ,. __ .. _-. 1.+�-.- �r -..-..... is l � '�... : e COD re: .,.'.+a ro- ,,.. :.... .,.. ... f` . .._n. _ ,. . i, . 4... r._ P 2: _'vR u ro '. .. >w .r _„� 4"'^,. :. Tz .A+ .. `&. i o- x. n: $. , x G.,... a... 1 . .. �1 �6 k 1 , ,. ,+ f. ,YBx: a x,. '~�* vr+ .. rl r u. ,. .. . , Y . . .: :. , .,. -i � a- A Y• '.. .°?r ,,. � et � b. rr'r v .' _ .. , X '�:.. r-s,-. :... .'• N::. .. ,. _ .. V - ^:..I� �- }: ""R , .'�-•.x � '�'. ...+` n. {_ t•. 3v`v .. 'k _ . r .. .. � ,.. - , Sd$ .. _ . 4.. . .. _ .. r_. .. .. _.,._. .. .,.. .. :_:-«. _. ..... _ ..... .>,..,. _ .-.-..._. .. -<. - a._ _ « __. ,.._ .... n _ , _. .... ._ ..._... .. __-: __ _ ,. >. �.. ,. _ -, _ -..-. >. ,., .. > ... ... ,,. _.S .. .. _. ...... . .. - 7. ;n:.-. J _,:. r — .. � _... >..a,v _ _. _. �. t ,... ... s - >... , �,., .' _.-_ ... ...._ _.-. ,�._._. _ Enna. .... 1� ... ,... .. , . t .,� .,...-. � Winnows pLets _ .. ...code .._..>,�s _. .<... E ntlN ar 1O�b Deb Pend" DO. Ca�L Eetilear Pmb Dab Panic en � 59.1!! FSB�L4 �lU. �!$ Dab Paninn 11M O L (D in" ns n Mambatum comes EndmarilJoem4 Wlmebdav Pali d aPamltop FKAnowel AnerpvW OW" TTeft wlsioe Manufacturer costs, stsa Exalm"aumma Valimnd Br riebnd assents, FBCAlka" AAB0rgt� Mahn .TJIPP! Version M".bmuro Cement Eneimeri UN Whoa Br 1�xar d 8abmites FBCAomarai AeNmad sin wel plwa 1jg Verngn MCast. 4, Llcn awhol 6admmeyaimpodMy Yauara sUbwl led FBCAoaAd a�u Tt � L.L Aflr,,,tbn 211120 Palle owpon ion Joe Hallow Sandi W rOmN and Dwr James L Budanal, P.E 07MV2020 07114/2020 07rZm2520 Approved Aekmetlon 2020 Poly COrpomi Joe Hoyden SonaF Window am Door T.E. LuM, PE,:LLC Robinson hims Don G7114/2020 (IT114 2020 ON22f202C APpmwd AannaBdn 21120 Pole Corporation consider. Windows Joe Hayden Bawl Wlnduw and Door James L Buckner, P.E. Robinson MMuindtuferAmools0on CBUCKEngMeerirg O7M412020 07l14/2020 Wf2012020 Approved A►Irm dlon 20M Rohe corporation Joe Hinow.Sandi Women 9dheefer T.E. Lon. PE, LLC 07/1412020 07114=20 Ot/2212020 CAtyry. windows Robb+eon PE 44135 (561)525-0455 Appmted . ^ T!� }� CasselWndan 8ubgobgry- 81l Hung. RD41sWn ManufadUrerAmmation CAUCKENIloodrlg (841)021-SON (561)4914W Cabe4ry:Wikil g.WasmY all HUN WrerAswili (681)625.84b5 (541)8214M 9a1sCalopli Fixed (641)521.600 (551)481.9927 aubOafki Fsed M41)521-M CwnPnemlr MetbW: CCrMlpdbn Merkur UntilpellaprodUdapProva�pe Compliance MMbN1: CerUAONIOn Mork Or U6ling iked rod(wypProral�pe Complimes MNbed: CertMosal Mark or Ustmg. pelloprodu lapp WaGpe IIa.Com Camplisom Method: Erelua7on Report Rana PelbProdudePPrawl�pe Florida Reg NnkedArchitect Lkenaed Fonda Ilawm J CD \ y � Ile.cam lle.eom ors PnxesslOnal EnMlneer 4112 - wdeft � .L OL - :FLABB :. �1a24aru eradhra � Gmgb Amwrrm Aaravod For gas A p r -od F Use endedgeaMB B MWSABrmda Anrwrrad far gee AgM ,use lmmd gd(y8 $Ai Product Model.NumearwName QmW!kAnnaft Pradmt Demderian Caotnet Exai+rinn Orb A ndenewGBMJIri Will AOOOMMh'GYRR outside NMHL lmow Daafee Rosawat P{y8Mg1 fLMNh Aromas ADOWN rs Us. Approved ra Um Im Dow. O ^ � O ii >ggj 1 Placket Mid. Number or Non Sales 10120HIgh.Performande Single HUN Prodmi Mmdmian Carabet Ereirsien Dab eB Mmyl Single. Hung WlMer(42'x72') Da117f2027 B3(N� No OUeside HNR Yes Rai.lemt Immense No +BeUw $Mg 1 Podding Model. Nunlrr or Name Peea108srkm Single Hung WndaY Prodmt Meedot an CarmatExairetwo Deb 38'x90•Mnyl Nanlmpad 8ingb Xuig Window 0ea20022 in HYNL CuMde NUXZ NO Yee plume s, Promme W +40y 0 1 Bak 10rT0 V"A mad window Ew x 78-) �115f2U22 No Ym N1 +ter-45 tie a Product Model. Nunbor er Nerw Pradw"Pilmdall" CoatrmtExeigtlon006 in NYHZ *views HUNL r M- Peom" � O 1 s � L`�L.ICU 2 $arm 1620 High Prbrmerce, 8ing1. Hung MrrA High Perlarmanas a Ingle Hung Twln 0601r2027 No Yes No +60y-50 2 Pnda 10 Sales Single Hung Window 64'x90' Mill Non,Imp9ct Single Hung Window 07JOW2022 No Yes. No Yes No +45145 No +601-gl 2 3 SNks 1QR0 sone,10720 - %WfuedriMOw(109'x:847 py11&2(122 Food Wind=(BD'za0') glfi&2022 NO No Yes Yee NO +2gF2b No +15WOO 1 106enes Fhnga Flod 10 Series V2'FlBrge Fixed Wlndaa 02300/11 Ym V. Nor WA — Co O CoeOmNO(72" x 95.112') a Pros lO Ssrles SINN Hung Window 54'xOT VlnV Non-le}nuk Single BUN Window Dyiel Q72 Hung Window M7fI3V2022 No Yea No +606u0 VIV O > a Sense 10120 Single Hung Mrrl4 Sirgie Hung THOOConpoesa(IOV.77) DU15I2027 No Yes No +4M.40 4 Sel"10I2081rele Hung MnA0Irgle Hung TdplsConPon! 1108'ZIll 08128I2027 NO Yes No +3161 4 Peso lO Sense Single Hung Window, 4Wx7r Mnyl NoMmmat Single 5 PeNo108erles Single Hung Window 36"x Or Mnyl NOMmpeapi single Hung Window DM22CI22 No Yea NO +Eal Fk061R44d13Pradtehv '^ 7'S E O 5 Bel m101208ugk Hung Vi l SIN in Hung lwln Compoega(IIII x all r') 08I1312027 No Yee No +3a1.35 6 Peb 10 sorlm Single NUng Wndow ar x 77 Mnyl Non-Immot Single Hung Whelow CRC9f2022 No Yes ND +60f-60 OoltrAmr hN Aaororrad Fr Use AaemmdFor Uee IOWA e Sera 1=031%*Hurg Wry181rgle Hung lWln Compoolle(72`x Stile') 06116f2027 No Yes No +3SL35 7 Pole 10 Solos Single Hung Wndow, 52.1Wx 90-Mnyf NaMmpad Singk Hung Window 1011712023 No Yes, No +li -w Product Model. Name Do HVHi Cubes HVXi PftwmW� vJ to Q 7 Sere611V2081rgla HUlg VIrh4$Ingle Nung Tnpls Colrymhe [109'xBgS'! 06ngI2027 104co "id () VVIrrjlW ND Yes No +36t96 1 Number r Sngle 10r20 PmdmtDemdot(m CemrantFxaira!(en VIr94 0xed window (110' x i8g a711612m'! ill No Y. Nd +25'-2S '�/1 /�� �_ v/�, 8 aeries 1pr20VSingle HUng 1rg1e140HUN Window 06117/2027 Nu Yee NI +35h75 :FLe1RBs3•R6 Pmdmb' - 2 1620 Mtlyl Ned winnow OT115r2024 No yes N1 +T.P-25 IM 40 LL S Seiea 1ry2031ryile Hung Mrnyl9agle NUng WIMae (48'x66-1(2•j 0&13g027 No Yam No +95�-35 g(ggp(�p� AgM�yiM AgM(e.lffiy(N ImMRO! OY(MM 9 S@rlEi Series 1p(20 (108rx64') MIryi FIrOd willow (80•x8p'} 07716f2W4 Na Yes No +SQ)LW 10 Seres 1012031rgla Hung ar1am inkier Singn Hung WlntlOw l36 nag-1f27 011il 2@7 tar "s-) No Vd No +3H36 Pr4dmt MedeLNumbrrName Produ�tMmdmfan Ceatmat Exeiraren Mb InxuHz OubW HUH2 Raoi.bnt Mrmm . _ 11 12 102081rgle Hung Serm1012081relo Hung Mrry48hgie Hung Wft 0611712027 Mryl BNgls HuN Window(30' x 7r) 06I15f2027 No ND Vee yes No +35435 No +3N36 .Rag 1 Peft lO Series Single Hung Wndow 3e'x w Mnyl NorFlmpal Single Hung Window =2202023 No Yes No +4a"O 13 Berm101205rgle Hung Vinyl Sing In Hung Twin Connosle(72-x 5=1 081WC27 NO yes No +36L.% 2 Pella lO Berlin Single HUN Wndow 64-x90- Ylnyl Non4mpaot Single Hung Window =912M3 0610812023 No Yes No Yes No +45,45 No +OQI 14 16 Series lmo Single Hung 8enes 102081rgle HUrg Mr54 Single Hung Tuan COmPosge (B6.b'x80.6'} 06i2112027 Mnyl Single HUN Twin 00"dolb(gi x72') W174027 No NO Ym Yes NO +3&35 No +3" a 4 Perm 10 Series Single HUM W ndaw Poll 10 Berke Mingle Hung Wndow 54'-Gr Vinyl Nor4,psU Engle HUM W4rdS 3S' x6r Mnyl Non-Immot ENO HUM Window 06=0023 10117/2023 No Yes No ym No +Sg55 No 60A.W 16 Swisslp70 Slrgle Hung Wryl Single Hung Twln Compoe0n(72'rr77) 06116i2027 No Yes No +4O40 5 Recta lO Seri" Single Hung Window 5211Wx W"vinyl Nor-Imped Sink Hung Wlndcw 1T Series 1020SIngla Hung Mrryl Fked WWI Smgk HUM Rareen(108'x72') 10lC641021 No Y. Ale +3aiM 4� s Fun��R19 Prwdudla iilMStcA8lmfi Aaerewtl ter oe. Angronad rwr.UM bow ibYeg ""0 3yeg Product Model. Numbr or Name Prodim Demdot1w cootrw Exeiralen Deb in�X Gull HVNZ Real.unt Protons a 2 1506erlen r7nermpyr or Encompass aAYanO HighNnyl Performance SIIgIG HUNar- 130 Banta r7hermalsnrpl Encompass raven High Nlan l'eNorngnoe Bingls Hung (42'.xTT) YlrrYl etldr Porbrtcanm Bingb Hung Twln 050112027 No yes W +50I.90 .� � O.� Periaoanoe Bhgle Hung COR94Atte (r2'x8S112'} 40 V $ 100 Santa rThermaeyrr Encampeas rAvan,$Single VdM allHUN'N6COmpcaM(1oVX72`) 0B116I2C27 No Yes No +40MO .►g a ..O M Hug J r.+ C L.s. 4 15D bell. rTherm . Enaa-rpas orAvand Burgle Mayo Single Hung Triple Carpose4 (10r x35.S') =2312027 No Yes N2 +3" � Cr_,_ 9 Hug Cn C7 -cc CN 67 CL im Florida Departrnent of Business & Professional Regulation %p i all Florida Department of Business & Professional Reg(Aelion Poo.1 of 1 Florida Department of Business & Professional Regulation pool t of 2 d C� V Building Codes And StOrdArds ena2y22 Building Codes and Standards analozx Building Codes And Standards end 2m2 is 3 Product Approval Application Detail Product Approval Application Detail Product Approve( Application Detail � .al :>, k urn r ..- ..,. .. . , , ... .�;- e s .. a -'w» .., t . � . .. .,. v .. ,,:.. ,.. _ .i P .S. ... k. . Y _ , e. ., .t _:�%: . ,. :row r ])K., ,..>- ✓.. ., .. , , `E d... .. .. tx:. .. S. x , v. i... _. ... y. # :- .. . F' H. _ ..-...- _- - t" - -_- ..,.. .. . _fir.. � , _. .. �... ��?�' .. . - �*"" .. ,F ✓. ..n, '. ...-. , .. a .. . f. ,r x a { .row. Y_ ._ ....:, +. -. , ., Y�°•,i ... r ,� ) �� k + t :.,�. � :.(• , q e ��.<, 4. ,. �s .,. - T ...:� �.i. », ,-. <.._ ....._.,,,.. ,,. �. 3>..x�,. ,,, ;5..*.'' fi. ,.. `�"..,:. r , d ..ate. r r••.sc"'t� - "Sv' -.... .r ..... _. - .v% � ... ..- ..... .,F.a r. �. _ .. �� '. x ....k�.r., .. ,h � 4v . a�-.. ��': a��.�v.h.. $n . ,. r,e.- .. ...h'.4.. ..axu.v.,.., e W k i Y" k �. ��� 1 �.'. fin... .-,YS..�. .a �e � . a. , .; s t'�+{% �^ m, -.,, .N. _?1K... ....e..'?/rF.. � 4.iax, -.. x✓ �"N' s wawa,: v s���.. L.:.. ._.. Y.�t M`` ..,.,. .>,. . _ � .... .. "':'Y'a�n'S e. �«a'.-.- a,:. _ .:...s. M. .- _ .'('fit :�zS°� v,.,.. _ k..: �czm.. �.�. - Go de,.. _ Sala,r .Do. .Oft. Dole Pennine Dam COOK ),Ii g6L4I Pa. .Dab DabWMAp Q4n Gene own, 1�m Drib news 20 d Isaftio. Maaufaatumr CC Feel 4Lkneme Valk*Wer WBdrnd asbmi d FBCAmnimol Aaorwed am" Mrrti man Mambawmr cement EnumetiLimme YaIMNedMx Wlid•led askedift FBC.Aeergld Anotowad tam Tjple WraWe Manosmtumr C EneimariLksme Wlskaw r VO&i14 a_PW FeCAaeMd A oproned !ate Afinmtiwi 2020 Pglle Corporation Joe Hayden SEMI W M00%, am Door James.L Buoew,, P_E. rib OR14120M OV142020 OY=121120 Appm ad AMrme(lon 20M Pella Corporation Joe Hei Sandi Women W. Bdenabr, P.E. T.E. Winn, PE, LLC 07M40M 07r1412020 07MOC20 ApprOu" Animation 20M PolioCorpora5on Joe Hoyden Bind, Window and Door James L Buckner, P.E. C711412020 07r1412020 07/2012020 Approved Caeteartr. WMows Robnson CRUCK Englneemg CaHaary. Wntlows Robinson PE,14135 (561)02684W Cane4er Exle(br DOOM Robinson MpnUychr2rA99ooy1dl CRUCK Engineering aubedeeary: Xorhardal811dr (641)821-Bom (591)4114W MubConea7-Horb- lBlldr M41}521.5= sabCebgwy. among Erdslror D—Aemmbem M41)C21 FORS (861)4R1$827 paaPlieaca NOW& Cedlfppllon Mark or UstIN Pelnprodual approoiiape, Camplraue MAbod: ENalueforl Report From a paaeprodudappro sill CanpBsaca Metbed: Collocation Mark or Us1IN pelleproduanpProv OK Ids— Honda ReelSpered Ardh(kdarA Loonsed Florida Ilaom Ile.com - F1d111164JU Panel -... FL#j;I11. Pronnlanel Enar er Pnfti*, - Flt1d4e4l12Praiteb -. -. �Mg Product Made. Number or Nam ((� Aararadb Prader Mmdatim Camtmtt Exaintian Oat in us. HVHi Aaansemder use Cubee imamgMfMg Pankow. Prow" n � :` pmOHrAmu'ws0! '.. AoorOvad Fr We Amrowd 7r UN Imps} booiL Peaduat model. Nubr at Name QIWIKAJFrrnsi PmderOemdWied C64drAntExelralNn Dab APO1'av mfr We M.HVHE A00r,,,d For UM 0u1aMa NO IMa1At gWID ;may Pft"Mm 1 Sales 10120 SlidingWindow VW WMow(CO( Or 73A0- x 60') 030MO23 No Yee N1 +30r30 ffi! PLmdmf Modal. tlutebr r Nrin PradnN Mmdellan CQ~E"IMUODDINS Hr NYXL oubMe HVHZ Reslita P-WM 1 BMW 1020123 alHing Gass Door M 2�e1-Cx' adding Gam Door RB' x 96') 11740r2D21 rM No Yes No +W26 2 8erm10RD Slidng YAndaw Nrry4 $IHIrg Window (Ox orXC, 73if2'a88y 03128f2023 X0. No Yes NO +361-36 1 Sadea 1p Bllding Window 3ases iC MMy4 FIan90d SIMIng Wlndpw6 061262081 No Yp Np NIA 2 $des 10R01259gdlrig43lpss Door 18RId 91rgle Penal Fbaed'C`Door(SHell(e, 84-16f16' 1X1241112022 No Yes W +36495 3 + Balm 1CR0Slidln9Wndow Serea 1(V20 3 hsng WMOa VilSiding window(XGx,1O6'xSO-) 09i2712023 M yl skill WMrnx (cox, ip8 x 36) mrrlr2o23 NO N. Yes ram No +30y3D lea +3TJ35 9 4 ng Bonn 102012561k11 Glass Door Se1es 1020I25 91HIIgGIsss Lbor Val-11I M 241Anel •Cx' BII 1010*2021 rM m g Gyp good (7z x7-1! Mmyl single Penal Fhmd'G'Dwr{SNBlln, 47-172'x 03<26/2022 No No Yes Yes lea +3" N6 +29-25 9b-112.) Feee041190-d.a. DuNNr Amrmnm AgararM For um Aoarowed Fr um Wilson -0190 Predrmt Moll. Nunhr at None PmdmtDemdWHn CeRraat Esairakiwr Mee n(-XYHL Cubicle HVH2 file$ of Pftn, 1 SeIW Iso or Encore Polls MAWMIJ Silding ONM Door Mml24'snel`Ox• 911tleg Oyes Door (96.1W r ta1202051 No Yes No +2510 VI 2 S®ries, 1BO Or Elmore pom rAwntl Bllding Glom Door Vlrlyo Sling Is Pemel Flled'C• Door Mo lln, 39allWx 021161=2 No Yoe No +401-W 81-112-) a Seim 130 or Encompass rAwn63idMg Glees I Mm424%01*= 811dkg Gyms Do:, (72 x82') ISM52022 NO Yes NO +3H35 4 SWIM$lbO or Bidompaes rAvon0311dig Glass Door VW 6hgle Parbl Flxed10" DOW f8klailla, 47.1rr x 02f1S/2062 to Y. NO +25-25 g6-11Yi Mis78as#14 Praiwb -. 111111 Produnt Model. Numbr at Nam Orrlib Amrabo Pradmir earla ion carnetExeimnon Dan Aderaved for Use in NYHL AaOmmd For Um Cubes HVH larkmgt Dismiss gakamM= Qr�Mm 1 Swim 150 or Enwrnposs orAWala Sliding Gyss Door VW 24anei roc• slldmg Glenn odor (gr ill r OW24r2031 No Yes No +25625 gI 2 BMW 130 or Encompass rAwml Slldeg Ohm Door V1r04 Single Ponai Final "Door t8Mel,n, 39.172' x 0206MC32 NO Ym. No +41W40 81-112-) S Serm 150 or ERomgas rAvsn6 Siding Ginnie Boot Vnyl 2F8n41 N7n'Sldblg Gym oor(72 x 82`) O612472062 No Yes No +36139 4 Berm 150 or Encompass orA-ml Bill Glam Door VffA single Pahl Rod M'Uwr(5dells, 47-10x 02fiB12067 No Yes No +261 96-112') W Z W O 0L Q O no L U m � Q O L w� Q Z� z Q J i1. SHEET NO. March 6, 2023 PA la 2 O NFF U O (L' Simpson Strong -Tie 2020 FBC Approved Products updated i2302020 • MM Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2021) p e Simpson Strong -Tie 2020 FBC Approved Products Updated 12f30f2020 a Simpson Strong -Tie 2020 FBC Approved Products Updated 12M2020 W ^, Q O For direct links to all SST approvals listed below. CLICK HER For direct links to all SST approvals listed below, CLICK HERE- For direct links to all SST approvals listed below; CLICK HERE. For direct Inks to all SST approvals listed belovd,.CLICK HERE- W e For additional IMamatlon regarding Florida's Statewide Product Approval System and Monti -Dade Canty Notice of Acceptance (NOA). CLICK HERE. � For additional information regarding Flodtle's Statewide Product Approval System and Maml-Dade County Notice of Acceptance (NOA), CLICK HERE. a For addiTlonal Information regarding Florida's Statewide Product Approval System and Nflami-gage County Notice of Acceptance (hJOA). SUCK HERE. n Foradditional Information regarding Florida's Statewide Product Approval System and Maml-Qade Count g gppr ys H RE. Notice of Acce Lance MOA CLICKE y p. ( ),^^11 '0) '^ FL#2355-R7 FL#10446 R6 FL#111 11 1 HUSC series hangers Face -mount hangers available in widths ranging from 1.518" to 3- = � V c 9116" and heights ranging from 4-5116" to 11". Concealed flange Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Sag # Product Model. Number or Name Product Description version (HUSC) available for models having width equal to or O O 1 Titan Stainless Steel Concrete & Mason Screw Masonry (TTN-SS} 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A84, A35, A44 Angles 1 8T, BTB, BTH Brick Ties greater than 3-9716". - L O L O GS22 Straps9Face-mourit 12 ]US series hangers hangers in widths ranging from 1-718" to 3- 0 _ 3 APB44, APB44RPAPVB66. AP 66RAAPB88,AAPB88R, APB1010. APB101 OR, APVB44, Outdoor Accents Post Bases 3 CS14, CSC6, C518, CS20, Coiled Straps gig d heights ranging from 9.114" to 16". O U__ FL#9589-R6 APVB44R, APVB66, APVB66R, APVBSB, APVB88R, APVB1010, APVB101 DR 4 CSHP18, CSHP20 Coiled Straps 13 LGU325-SDS, LGU3.63-SDS, LGU5.25-SDS Face -mount hangers ('� O - Lr- C6 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressionfTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers M O Sao # Product Model. Number or Name Product Description APVDJT2R-6 6 DSP, SSP; TSP Stud to Plate tie 15 LUC26Z, LU02102 face -mount hangers . _ � O L. 1 SD10I12DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610: APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H6, H7Z, H16, H16S, H16-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16" to 4- (3)L i� 2 SD9112, SD9212, SD10112, SDI0212 Strong -Drove SD Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVTB Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-9, HGT-4 Heavy GirderTiedown 518" and heights ranging from 3" to 10-15J16", (n O � 3 SD9112SS, SD92125S Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers S HS24 Hurricane Tie 17 MGU3.63-SDS, MG1.15:25-SDS, MGU5.50-51)8, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers C (Z 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-SDS3, HSS2.3-SDS3: HS84-SDS3 Heavy Stud Shoe- 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9116" tpil6y �- -0 V J Q SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 C8T2Z, CBT4Z Concealed Beam Ties 11 1 HST3, HST5, HST6 Straight Straps I/B" and heights ranging from 6-15116" to 19-112". C 5 SDGP22434, SDCP22512. SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HT830C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers N SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI6KTZ., HTSQ20KTZ Heavy Twin[ Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1: 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/16" to 3-9/16'and heights ranging from 3-1116" to 13-314". �7 7 SDS25112, S0825134, SDS25200, SDS25212, SDS2530D, SDS25312, SDS25412. Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTAI8, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all dodur SDS255001 SDS25600, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2Xand 4X models; only acute flange is concealed. - 8 SDS25112SS, SDS2520OSS, SDS25212SS, SDS2530OSS: SDS25312SS Strong-Drive SDS Heavy -Duty Connector SS Screw 15 GAI, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9/1'tb o 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2:6T, H8, HI OA2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2-5/8" to 11-14', r„r r= � 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MS727, MST37, MS748, MST60, MST72 Medium Girder Tiedown Straight Straps m w M X FLfk10007-RB 19 K851Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#10687-R6 c CL 20 L30, LSD, L70, L80 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps vNi Sea # Product Model, Num bar or Name Product Descri t( tion 21 LCE4 Post Cap 23 MS7C4883, MSTC68133 Pre -Bent Straps Sea 9 Product Model. Number or Name Product Description 'to `_ 1 ATR318, ATR112, ATR518, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26, MSTI36, MST148, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-911 ai p d 2 RTUD5. ATUD6-2, RTU09, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16 MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-118" to 30". .3;E 3 EP318-2, BP112, BPI/2-3, BP5/8-2, BP518-3, BP314, BPW41-3, BPRTUD3-4 Bearing Plates 24 1LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x6-16, NCA2x10-1e, NCA2x12-16 Bridging 2 DGBF aeries hangers Top flange hangers available in widths ranging from 3-5/ 7- c2 4 CNW318, CNW112, CNW518, CNW314, CNW518-112, CNW3/4-518 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable SlopeablelSkewable Hanger 27 1RCWB14 Wall Bracing IM" and heights ranging from 9-1/4" to 24" $ cc 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87. CTUD88, CTU09T Coupling Take -Up Device 25 LTP4, LTP5 Tie Plates 26 RPSI B, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112" to 3- o s aJ CTUD98, CTUD99 27 ML23Z, ML24Z, ML267, ML28Z, ML2107 Angles 29 1 Stud to Plate Connector 518" and heights ranging from 7-1/4" to 24", i d Cm 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Root -fie -Down $0 SP1, SP2, SP4, SP6, SPS SW Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-31 o $- = ::- 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTUD5, RTUD8, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-114" to 24". in 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 EGS, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- SD 9 TUVV36 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST1.2, ST18, ST22, ST292, ST2122,. ST2115, ST2215, ST6215, ST.6224; ST6236 Straight Straps 718" and heights ranging from 11"to 32-1/7'. J� ID UR53 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TI TB27, TB30, TB36,. T1342, TB48 TB54, TB66: TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 112" Uplift Rod Run Tiedown System 33 1 RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TW612, TVVB14 Wall Bracing 114" and heights ranging from 11AW'to 32". 12 URS5 518" Uplift Rod Run Tiedown System 34 STC, STCT, DTC, HTC4 TnusClips 38 VGT, VGTR, VGTL Variable Pitch Girder Tedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114"to 6-7/8" 13 URS6 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB108, W8106C, VVB126, W8126C, WB143C Wall Bracing and heights ranging from 8-1I2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 118" and heights ranging from 11" to 32". 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-R5 1l2" and heights ranging from 8" to 30", Sea u Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5.114" to 8-718" 1 DTT2 Hold-down Sea # Product Model, Num bar or Name Product Description 1 CBH2.37x5.5, C13H2.37x7:63, CBH2.37x9:75 Concealed hangers and heights ranging from 10-I l2" to 28". 2 HDC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU)ad top flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114' to 8- 3 HDQ8, HHDQ11, HHDO14 Hold-down 2 DSC2R-SD83, DSC2LSDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9110" to 3-9/16" and heights 718" and heights ranging from 7-112" to 32". 4 HDU2, HDU4. HDU5, HDQ8, HDU11. HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-118" to 23-15118". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33" 6 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411.81, HHRC44, HHRC5.251325, HHRO5.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9,00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116" tc 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-5/8" to 7- 9/18" and heights ranging from 18" to 26". 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRCI.81, HRC22 Hip Ridge Connector 3I8" and heights ranging from 5-5116" to 12-718" 14 HUCTF series hangers Top flangejoist hangers available in widths ranging from 3-1 /8"to 9 PA18, PA23, PA28, PA35: PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU7.00-SDS, HHGU7.25-SDS, Face -mount hangers 3-9116"and heights ranging from 5-3/8" to 13-1181. 1D PAI18, PA123. PA128, PAI35 Soap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9116'to 5- 11 STHD10, STHD10RJ 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 112" and heights ranging from 3-7116"to 15", Concealed flange 12 STHD14. STHDI 4RJ Strap -style hold-down ID TC24, TC26, TC28 Truss Clip HHUS7.25110 version (H UCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422; THA426, THA422-2, THA426-2 118" to 5-118" and heights ranging from 4-314" to 15-3/4".. 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THA11.81122, THAl2.06122, THAl2,1122, THA1222, THAI322, THA13522: THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 118"and heights ranging from 5-3/8" to 28". 13 THAC422, THAR422 Skewed Truss Hangar double 2X and 4Xmodels; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU2101 HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5-318" to 32", 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUG series hangers Face -mount hangers available in widths ranging from 1-9/16" to 7- 18 ITS series hangers Tap flange hangers available in widths ranging from 1-9116" c, 3- 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2.7X'to 19.1/4". Concealed flange 518" and heights ranging from 9-118" to 16', 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUG) available for all models having width equal to or 19 JO series hangers Tap flange hangers available in width of 1-9116" and heights 18 VTCR Valley Truss Clip greater than 2-9(16". ranging from 5.318" to 7.114", 10 HUCQ1.8119-SDS, HUCC)1.81/11-SDS, HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights SDS, HUC0410-SDS, HUCQ412-SDS, HUC08:2519-SDS, HUC05.251111-SDS, HUC0610- ranging from 9-3/18" to 13-118". SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 * c Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated IM02020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 ti Fa direct links to ell SST approvals listed beloa, CLICK HERE. For direct links to all SST approvals listed belay, CLICK HERE. For direct links to all SST approvals listed belay,. CLICK HERE. For direct links to. all SST approvals listed. below s CLICK HERE. a For additional information regarding Flodda's Statewide Product Approval System and NNanti-0ade County Notice of Acceptance (NOA), CLICK HERE, =For additional Information regarding Flodda's Statewide Product Approval System and NGami-Dade County Notice of Acceptance (NOA), CLICK HERE. r For additional information regarding Flodda's Statewide Product Approval System and Mami-0ade County Notice of Acceptance (NOA), frj,ICK HERE, � For additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA), ='=L"CK HEZE, 21 LB series hangers Top flange hangers available in width of 1-0116" and heights FL#11468-R5 18 SILBV1.56, S1LBV1.81, 5/LBV2.06, SILBV2.37, S/LBV2.56, SILBV2.68, SILBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchorfor concrete ranging from 5-31B" to 15-1f8". S/LBV3.56, S1LBV3.52. S/LBV4.06.. SILBV4.12, SILBV4.28, SILBV4-75, SILBV5.50 6 Strong -Bolt 2 (ST62, ST62.4SS, STB2-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers avalable In width of 1.9116" and heights Sea # ,Product Model. Number Qr Name Product Description 19 S1LTT2Q SIDTT2Z, SMTf14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3/16" to 13 118". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST60, S/MST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-HBSS, THD-CS, THD-CS88S) Titan HO Heavy Duty Screw Anchor for concrete and masonry 23 1LEGS, LEG7 series hangers Top flange hangers available In widths ranging from 3-114" to 5- 2 HR56, HRSB, HRS12 Strap Ties 21 SP4; SIPS Stud Plate Ties available with hex head In carbon steel and Types 304 and 316 7J8" and heights ranging from 9" to 33-1/2". 3 HUCO210-2-SDS, HU00210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP; DSP, TSP Stud Piath Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 5- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 5TC, DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1/2". 5 THGQ2-SDS3, THGQ3-SDS4.5, THGQH2SDS3, THGQH3-SDS4.5, THGQH4SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (rH037634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9M 6" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (YHDB25158RH, THDB37158RH, THD37212RH, Ttten HO Threaded Rod Hanger for concrete 118" and heights ranging from 9-1/4" to 24", THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in wvidth of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-31S" to 7-1J8". FL#11473-R5 FL#13904-R5 27 RR Ridge rafter connector 28 WP series hangars Top flange hangers available in widths ranging from 1-9116" to 7- Sea # Product Model. Number or Name Product Description Sea # Product Modal. Number or Name Product Description FL#16230-R8 118" and heights ranging 9-114" to 32", 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4-62-SDSHDG, CCQM5,50-SDSHDG, CCTQM3.62-SD19G, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder RetroftAnchor CCTQM4.62SDSG, CCTQM5-50-SDSG, CCCQM3.62-SDSG1 CCCQM4.62-SDSG, Sea # Product Model. Number or Name Product Description 3 H16, H16S, H15-2, H16-2S Hurricane Tie CCCQM5.50-SDSG I AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 1 HETA16, 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 ECCLLQMD4.52G-KT ECC1_LQMD5.50G KT. ECCLRQMD3.62G-KT, ECCLROMD4,620- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea # Product Model. Number or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors KT, EGCLRQMD5 50G-KT 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchorfor masonry, #+ ^ ` 1 ABA44, ABA44R, ABA46, ABA45R, ABA66, ABA66R Adjustable Post Base 7 HHETAI6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUMS 50, HGUM7,00, HGUM7 25, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (T7N2) Titen 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46. ABU46R, ABU5-5, ABU5.6, ABU55, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 Girder Tiedown 4 LGUM26-2, LGUM26-3, LGUM26.4, LGUM28.2, LGUM28-3, LGUM28-4, LGUM210.2, Masonry Beam Hangers 6 Titen HD (rH0-H4SS, THD-H6SS, THD-CS6SS) Titen HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU10I0, ABU101DR, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM410 or 316 stainless steelwith hex head, and 316 stainless steel with 3 ABW44Z. ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ. ABW7-7 Adjustable Post Base 10 META12, META16, META18, META20, MSTA24, META40 Embedded Truss Anchor 5 MBHA3.12J9.25, MBHA3.12111.25, MBHA3-56f725, MBHA3.5619.25, MBHA3.5611125, Masonry Top Flange Beam Hangers countersunk head. 4 AC4, AC4R, ACE4, AC6, AC6R, ACE6 Post Cap 11 MSTAM24, MSTAMi MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.56/11.88, MBHA3.56114, MBHA3.56116, MBHA3.56M S MBHA5.5Of7.25, 7 Titan Turbo (TNT) Titen Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R. BC6, BCSR, BC8, BCS2-2/4, SCS2-3f6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5 50/11.25, MBHA5.50/11 88, MBHA5.50114, MBHA5.50116, 6 C044, CB48, CB48 C966, CB68 Embedded Column Base MBHA5.50118 ICU 7 CBSQ44-SD52, CBSQ46-SDS2, CBSQ66-SDS2, CBS086-SDS2, CBS088-SD52 Embedded Column Base a MBHU3.56/9.25, MBHW,561I1.25, MBHU3 56111 88, MSHU3.56114, MBHU3:56/16, MBHU5.5019.25, MBHUS 50111.25 MBHU5-50J11.88, MBHU5.50114, Masonry Beam Hangers FL#16937-R3 8 CC, FCC, ECCU Series Bolted column caps with W1 ranging from 3-14' to 0.112" and FL#11496-R5 MBHU3.56118, W2 ranging from 35t8" to7.112" MSHU5,50116, MBHU5.50118 Sea # Product Model, Number or Name Product Description O 9 CCQ-SOS2-5, ECCQ-SDS25 Series Screwed column caps with W1 ranging from 3.1/4" to 9.112" and Sea # Product Model. Num bar or Name Product Description 1 X34B1018-5K, X1 81016, X1 BI016-4K, XQ1S1018, XQ1 B1016-4K #10-16 Strong -Drive XMetal Self -Drilling, Tapping Screws with #3 L� W2 ranging from 3-5/8" to 7-1/2" 1 DTT1Z DeckTension Tie Drill Point ^ a^� 10 CP744Z, CP766Z, CPT88Z Concealed Post Tie Base 2 HD12; HDI9 Bolted Holdowns FL#13975-R6 2 XL011471224, XLQ114B1224.2K 912-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping S••L 11 12 1 EPB44, EPB46, EPB66 EPS47 Embedded Post Base Embedded Post Base 3 4 HD313; HD5B, HD7B, HD9B HTT4, HTT5, HTT5-3/4 Bolted Holdowns Tension Ties Sea # Product Model, Number or Name Product Description 3 XM0114SI224, XMQI 14131224-2K Screws with #6 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCB44, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTTI31 Light Tension Ties I SDW22300, SDW22338, SOW22438,.SDW22453, SDW22600 SDW22600, 5DW22638, Strong -Drive SOW EWP-PLY'and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex ` 14 LPC4Z, LPC6Z Light Post Cap SDW22634 4 X0114SI 224, XQ114B1224-2.5K, X114S1224, XQ112S1224, XQ11261224-2K #12-24 Strong -Drive XMetal Self -Drilling, Tapping Screws with #55 Drill Point V 15 MP644Z, MP3667, MPB887 Moment Post Base 2 SDWC15450. SDWC15600 Strong -Drive SDWC TRUSS Screw 15 PB44, PB44R, PS46, PBW, P866R Embedded Post Base FL#13628-R5 3 SDWH19300DR SDWH1940OD8, SDWH19600DB, SDWH19800DB, SDWH191000DB Strong -Drive SDWH TIMBER-H EXScrew 5 XU34S1016, XU34B1016-5K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46. FBS65 Embedded Post Base 4 SDWH27400G, SDWH275000, SDWH278OOG, SDWH271000G, SDWH2712DOG Strong -Drive SDWH TIMBER -HEX H DG Screw 41 Drill Point 1S PBV6, PBV10 Round Post Base Sea # Product Model. Number or Name Product Description 5 6 SDWS16212, SDWS18300, SDWS16312. SDWS16400 SDWS19600, SDVVS1971Z SDWS22400,SDWS22500.SDWS22512, SDWS22600, Strong -Drive SDWS FRAMING Screw Strong SDWS TIM6ER Screw(Interior Grade) O 19 PC44-16, PC46-18, PC48-15, PC64-18, PC66-16, EPC44-16, EPC48-16, EPC48-16, EPC84-16, 1 Post Cap 1 2 SB51804, SB7/8x24, SB1x30 SSTB16, SSTB20; SST824, SST828, SST834, SSTB36, SSTB16L, SSTB20L, SSTB24L, SB Anchor Bolts SSTS Anchor Bolts SDWS22800, SDWS22900, SDWS221000, SDWS221100. SDWS221200; SDWS221500 -Drive FL#35320-RO 20 PO4Z, PC4RZ, P06Z, PCORZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPC6Z, EPCBRZ, EPCSZ, Post Cap SSTB28L 7 SDWS223000B SDWS224000e. SDWS22500D9, SDWS22600013, SDWS22800DB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS2210001313 Sea # Product Model- Number or Name Product Description 21 PP344-4Z, PPI344-6Z Post Base 8 SDWS22312OBB, SDWS225120BO Outdoor Accents Structural Wood Screw 1 DSSC843-5. DSSCB46, DSSC848, DSHS Bypass Framing Drift Strut Connector r11 V'^/ 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS2740OSS, SDWS27500SS, SDWS27600SS, SDWS27800SS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FCB45.5, FCB47.5, FCB49.5, FCB411 5 Bypass Framing Fixed -Clip Connector SDWS271000SS, SDWS27120OSS 3 FPHSD34S1C16, FPHSD34B1DI6, FPHSD34B1015-5K, FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing4c-CFS Seff- V, FL#10866-R5 Sea u I Product Model, NumberorName CMST12, CMST14, CMSTCI6, CS14, CS16, CSI8, CS20, CS22 Product Description Coiled Straps 10 11 SDWV13400 STN22 Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer 4 FPHSD34B1214, FPHSD34B12145K 1 LSFC4.25, LSFC6.25, SFC2 25 SFC4.25, SFC6,25 Drilling, Tapping Scrows Steel Framing ConneMr 2 HRS6, HRS8, HRS12, FHA6,FHA9, FHAl2, FHA18: FHA24: FHA30, MSTI26, MSTI36, Straps 97 mil (12 ga) 5 LSSC4.25, LSSCE.25, SSC2.25, SSC4 25 SSC6.25, MSSC2.25, MESC4.25, MSSC6.25, Steel Stud Connectors Sea # Product Model. Number or Name Product Description MST14a. MSTI60, MSTI72, S/MST27, S/MST37, SIMST48 MSS04.25KW, MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS3DC Heavy Twist Straps FL#15363-R3 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.5S Rigid Knee Wall Convector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SC643.5, SCB45.5, SCB47.5, SCB49.5, SCB411.5, MSC845.5, MSCB47.5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, 01­1148-6, GH48-8, GH41 M. GH410-8, GH66-6, GH65-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) Seg X Product Model, Number or Name Product Description 8 SCS32-5197, 5C562-5/071 SCS62-51115. SCS82-5/118 Bypass Framing Connector 8, GH51 0-6, CH610-8 6 LSUBH3.25, SUBH3.25, MSUBH3.25 Bridging Connector 1 AS 18, AS 18S5; AS 1856 18 ga. Truss Plates 9 SCW3.25, SCW5-5 Head -of -Wall Slide -Clip Connector 4 G05A, GL556, GLB5C. GL651), GL67A, GLB7B, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8,25, MSJCI0.25 Steel Joist Connectors L 5 GL9T512, GBLT612, GLBT518, 06LT616, GLBT520. GBLT620 Giulam Bearing Plata 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector O `v 6 HGL8A, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, M5TA36 ST6215; ST6224, ST9, STI2.ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3461414, XLSH78BI414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HOT-4 Heavy Girder ?iedewn 10 MSTC66, MSTC78, ST6236 Straps 68 mil (14 ga) Screws L U 8 UFP1CSDS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1SIO18. XQ1 B1016-4K, X01S1214. XQ1B1214-3.5K, X07851224, XQ78B1224-3K, 410-18: #12-14, and #12.24 Strong -Drive X Metal Self -Drilling, 2 9 URFP Universal Retrofit Foundation Plate 12 SIBI.56, S161.81, S/B2.D6,SIS2.37, SI82,56, 31132.66, SIB3.12, SB3.56, S1B3.62, SI84.06, Top Flange Joist Hangers FL#15730-R4 X0114S1224: XQ114DI224-2.5K; XQ112S1224, XQ112B1224-2K, X341B1016-51<, X181016, X1BI016-4K, X181214, X1B1214-3.5K Tapping Screws CD 13 SIB4.12, S/B4:28, SIB4.75, SB5.50 S/BA2.1218, SIBA2.12110, S/BA2.12112, SIBA2.12114, S1BA4.1818, S1BA4.18/10, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description Z SIBA4:18112, S/BA4.18114 1 ET -HP Adhesive Anchor for concrete Z 14 SIH1A Hurricane Tie 2 GAG, GDP, GDPM 50, GOPM-75, GDPM-100, GDPS, GW-50, GW-75, OW-100, GTH Gas -actuated fasteners and assemblies Q 15 S/HD88, S/H080, SJHDiDS., S1HD10B, SIHDISS; S1HD15B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 S1HDU4, S1HDU6, S/HDU9, S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PEQLDPA, P7RHA3, PTRHA4 J 17 SlJCT, SIHJCT Joist Hangers 4 SET-3G 'Adhesive Anchor for concrete a' SHEET NO. March 6, 2023 PA 1.3 m MIAMI- ML4M-DA1YEC0V3= FF_ PGT htilustries, Inc. PGT Industries, Inc, > C- 0 0 = _0 FRODrC�17C&NTROL SECTMIN 0-cc PGT Industries. Inc. 2 11805 SW 26 Steer, Rrpom'2102 �NO-RCY-OFACCEP-f-ILNCE:EN-IDENf-ESI',B.MUTED NOTICE OF ACCEPT-kNI-CE. EVIDENCE SUBMITTEI) C: CL DEP-ARTAZENT OF REGIrIATORY-ANI�ECONONUC RXSGURCES gum) Miwi� rlosdda 3317'5-i474 1 1 1 'BOARDA"CoDEADMDUSTRATION DrVISMIN TC.186)3h5-25,9G F(,�W)3'15-2590 NOTICE Of, ACCEPTANCE EVIDENCE ST-TRIMTED (D 0 Cn QF- ACCE Yf AN, CE 1. Evidence submitted under previvitis IN O-A D� QUALM:' 'C ASSVRiLN E -NOTICE, (NOA) A. DRAVTiGS B, TESTS (continaW) L Miami, Dade Depamnent of Regulatory and Economic Resources (KM)_ 0 0 -0 (, PGT Indin tries, Inc. 1, 070 Te c hnola&y Drive, 1. Manufacturees die drawings and sections. 5, Test report on 1) Air Infiltration, Tw, per FBC_ TAS 202-94 C 0 CL C: 0 3: N&rthVezik*jFL34Z75 (Submilted underl'*-OA �V�0. 11-6107 6-4) 2.) Uni�bim- Static Air Pressure Test,per FBC, TAS 202-94 1. K-ITERUIL CERTMCATIONS 2- DmwingNo. A70-57-570.0,tffle&�Arm- Slidmg Glass Door NOA (LW, slicets 1 3) Water Redstance Test,, per FBC TAS2.02-94., L Notke of Accepance'No. 155-0-528.14 issued to Vision E=usidn Linifted, bor their _0 0 ThisNO-N is being issued under the.appheabk-iuk-.g,and-rep'latkw the use of The �vl through:21 of 2 1,prepared, by masufacturm, dated 10005115. with, revision A dated 4) Large Missile hupacffest FBCTAS-MI-94 Pe "AN7hhe Rigid PVC Extei !or Emn-usions; for Windows and Doers". dated 0813/15- 0 > -0 E ggaverning docurnentation-subinittedhas beenrevaewed and accepte&byXiianii , -Dade County = -Ilioduct . Control Sectionto 04105117, signed and sealed by A. Lyma Mlerm P�E. 5) Cyclic Wind Pressm Loadm9per FBC, T-AS 203-94 ex-pir* on 09.3(V19. "0 bj�- ined inA.U=Da&, Cozzy and e4wr artao wt= allmed by &e Avhmw Having JwiAclzou (ART). 6.1 Forced Emir j Test, pff FBC.- TAS 2021-94 'sued to Vision F-drasion Limited fof -their "VE 1 Natice of AccepmnceNo. 1&0,20�,08 is Cn CL !E This,NOA shallnGtbevalid afterthe expiratim date statedbelow, The Afiam�-Dade,Countf PiroductCmtrol Sect= B. TESTS along with maiked-up drawkigsand installation diagram of vii Mt sliding glass door popared 1000 Tan 202and fighter Shades (Non-Vk1At*) Rigid PVC Exterior Estm-sions for U') (In 4Nfiamt Dade County es e fve the ri gh t to h ave this . ) andbx the AIU (in am% other thaa Mianu Dade Cou�;) r 1 - Testreporton 1) Unifbfm Static Air Pressire Te-5t, FBC,TAS2T2-_04 Pet by F�estration Testmg Lab- Inc� Test'Report No IFTL 8-U9 dated I 1,106q5, signed and a ad Doo rs "7 dated 12,1,08fl 6, expiring, on I M�9/22 I prolu c t of material tested for quality U&ils product or material faih to pe&m in the accepted k lnip2ctTest. per­FBIC, TAUS 201-94 2) Large MissA 5 waledbfIdaimsOrttgaP,E,(TtstnT�xtm?sMonl?-,10-411 and01,1116) 3. Notice ofAcceptanceNo-l-"5528.15 issiwd -Brown manner, the manifir ctuter willi cur the, e xpense o f � uth testing and, th e AFU may iramediabely reiv oke, ino di f o r 'on., 3) Cyclic Wind Presmre Loadiag per FBC, TAS 2,03-94 6- Test feport on 1) Air Inffitration Test�, per FBC, -1AS 202-94 Coated (Painted or Laminated) White R-W PVC Extetior Ex", sio-us tor se of such produift or inabE�rial wftm jrjumsdift REk reserves the - ri#t to revoke this the us the along withmarked-up draw&Jhgnandin�i(mdiagiam otvinyisfiding glass door�pMnred 2) T-Tufform StaticAir Pressure Test, per FBC, TAS 202-94 U"Itidows and Door-C-'dated 0811 VIS, expiring on 0930410- Accep tance� if it, i& de terained byNlfiami-Dade County Woduct Contrd Section th a t this Product of material fail s t, 0, on g L*_ Inc, t Test Report FTL:97 by Fenestrat Testin -No _17-4ated l2j07115, signed and 3) Water Resistance Test, per FBC_ TA 4102-94� -�eptance.No-.I",712.02i&suedto�ENEKG-IFenestrafienSolutiomsUS-A, 4-- Notice of Ace meet, the requirments of the 4licable budding code- rith Elie Florida Building Code. This product is approvedw described hezeiri andhas been designed, to comply w sealed y Idalmis Ortega, P. E_ (Test mport reviwd on 102115116 and 01-24/16) 4) Large Missile Inipact Test pff FBC TAS 2,01-94 40 and Lighter -Shades 0, on- Rigid PVC Exterior Inc for their LIT A N 143 Whim including the Ikv ,b. 17elbc-ity Hurricane Zoj�e, 1- Testreportgn 1).4-irltiffitrationTest, per FBC-,,TAS 202-94 5) Cyclic Wind Prmm LoadingperfBCTAS 203-94 ExnmAous f" Windows.and Doors" dated 09,,15(16-- expirg on01`04,21. 2) Utifoan StaticAk Pressure Test, per FBC, TAS 202- -44 along tagram with marked -up drawings and instalUtion. d" of vinyl slidiag ghss� door, prepared 5. Notice of Acceptance No- 1"712.04 imied-to ENERGI Fenestration Solutions USA- APPRovAL "Vimyl 3) WateT Resistance Test, per FBC_ TAS 2027-94- by Fenestration Testing Lab, Inc-, Test Report No. FTL 8552� dated 11,04/15- signed and Inc- for thew -Brunze and Lighter Shades of Cap Coated Rigid PVCIxterior Docusm-N-T.- Drawing No. m_D-.;_570,o Rev B_ titled Sliding Glass Dooi-NO.A(I-At", Amet 4) Large- Missile IaV=1 Test per FBC, TAS 201-94 sealed ky Idalmis. Ortega, R E_ (rest report revised on 0211R.2,016) Extimsions for Windows and Doors" dated 09/1S1*16_&xpkin_g on 04116120. ca I through 21 of 2 1., preparedby mamdactuter, dated 10;'05,1 15 and last, revised on 01-* In- L signed and sealed by -,,mgp- Load, F-B C TAS -054 5) Cych md Pre& er Wi q=,- 7, Test nort on 1) Umfo= Static Air Pressur e Test, per FBC, TAS 202-94 6� Notice, of Acceptance No- 1"71103 iss_ue4;, to EN-MGI Fenestrahm Solutions USA- ca A. LVIIII.Miller- P.L. bearing the Miaiai-Dade CountyProduct Control RtNi!iionstaftv with the Noti� of _ 6) Forced, atry Test- per FBC, TAS� 21,02-94 2)Large Missill- Impact Test M FBC, TAS 201-94 Inc- for their -"White Rigid PVC Exterior Extrwsious for Windows and Doors— dated Co >< U_ Acceptancenumber and expiration date bytheMiatni-Dade CounryPiroduct CottrolSection- along,%-Ithm-adced-updraw-'mg&agdinstaLitilmdbg=LofVi.'dyl_qhdik- L'�doof_ -4 3) Cyvc lic - Wind Pre_%rie Loading per FB C TA S 203 -94 0&10,117, expii�., on 01228/18- < m= z SHX ACTRATr�Q Large and Small N-fissile InVact Rvdstant -No. FTL 95,46, dated 1 by Fenestration Testing Lab, Inc., Test Report signed and along with marked -up drawings and installation diagram. of vinyl, sliding glass,door, prepared 7. Test mportsNo(s). 10-W2-79-2(A)�, 10-06-M0527, 53575-3-09. per ASTNE44- g -cc C-4 1. See table I (sheet.Z) aud table 2 (&hmt D for applicabletGD -unit siz, m design ekforcemeats ty7es, pre&sure :r sealed by Idalmis Ortega, R E. (Test,repart -Mised on 0 li%46 and 02111 �CV16) by Fenestratica Testing Lab., Inc.. Test Repof t No., Fn 663s; (=nples A-i thm A--)2,), dated. ASTAM 1929 and ASII�M-63 5, issued by EXOVA to Vhion Extrmiou for cellulosic �:. , - _glasstypes., sill riser (see tables B-1 & B-2Aheet&74) andawhor layout shem requirememin lithrul�. 3, Test report on � 1) Air Itiffitration Test, per MCC TAS 1-02-94 '2202944 11' 9110� signed and sealed by Jorge A� Canso, P, E_ '3 com;*Site material- c, 3: 2. Rigid White FV C, Tan QN on�%vhite) Rimd n7C u4 Broi= c oated (Faime d or laminated) white RiR;id PVC to be 2) Uhiforni Static Air Pm-w= Test 7 per FBC, TAS #16' 0 -4) (Sub,witted under X10.,4 Xo. 11-610Z 041 _N0tjCeDf_4LCceptatCe z labeled per referenced NO-AL'smqmvinents- 1) Water Reststazioe 'reA, per FBC, TAS 202-94 8 Testreporton 1) Air InfiltrationTe-st per FBC, TAS,21r4-_04 S. N sued to 0. 1"916.11 IS, Kuraray Awaica., Inc. for their 3 _Jeaf'widdi Of heii C f equirement-as applicible- on per F B 4) imp Missileluipwi. Test per FBC, TAS 201-94 *Armd 2.) Uniform Static Air Presnue Test, per FBC, TAS 202-94- -SentryGla-SC (Clear and Rlite) 1nter1ay-ex1,,-_xph* on 07/04,118. E 4. Po -&-et walls under separawapprvv4 tobe YeTnevved by Budding official 5) ��chc Prmsrue Loading per FI)C, TIAS 2203-94 3) Water Resistance Testpef FBC, DOLS 202-94. 9� Notice afAcceptance No. 16-11,17.01 imwd, to Kmxay America., Inc, f6r their LABLIX-N-G- Eachunit thallbem a pennanentlabel with the maurdacturer's name orloyD. city. state andserionand 6 Forced Entry Test, AS,202M � p&FBC� T 4) Large Missile Impact Test per FB C, TA S, 270 1-94 ­Trasifol,90, T-1ti, cleaj-. Clear and C61orP,-VB1,uterlayers", expiring on 0710,8119- following statenien� "Nfiaini-Dade County Rrodwt C0=04 �kppfoVe&" noW herenjL aloagwithmarlmd-up dmingsaud mstallation. diagram of,.riny-1 sliding glass doorpi-epaued Cyclic Wind Prtnsure Loadingpff aCJAS 203-94 W RENEWAL of this NOA shall becomder e d a &T a � reneuat application has been f de d and there has b een no by Fmestration Testing Lab, Inc. -Test Report NG_ FTL W47, dated 1240V 15, &gned and 6.)F- uiwd Edry Test. per FB C_ TAS 2112-94 1. STALTEINMINTS change in the applicablebuildiag codenegatively affecting, th . it pedbrmance ofthis, prod act- sealed by Idalmis 0itega, P. E. on 02' S Test repw rexised 711 - -116) along withmarimd-up dY2WMgS and utstallatian diagrain, of vmyl shd,*g glass door, prepared 1_ Statementletterofconformance with FRt-5thEdition (2014) and Edition TERM LN-ATION of this NOA will oc cur a&erthe expira fion, date of - if theve has b een a- re vision oT change in Ifie per F]�Cz, 4- Test report on 1) Air Infil, im T��. TAS 2,02-04 by -Fenestration Testing Lab,'Inc., Test Report No,�FTL 6337 fkamplets A-1-thm A-5 dated - (12017� issued by manufactmer, dated 094+17- kwed & sealed by L,-am MMer_ PE materials., use- andlor nmufictmv of the product orprocew.1jimse of this NQA as aneudoisenied of zinyproduct, 2),UhffbrmStatic'AirPte_ss:ure Test- per,FBC, TAS 202-94 sealed by Jbrge_ A- Causo. P. E. 120,640� signed and. (Submiffedunder NO-4 Xa.11- 2- Statement lettff of no financial inter est, dated (WI&I 7- issued by m2nufacttuer, signed - f6rsales"aftertizing, or &uy,odm­puqx-*e&,sha automadcallyterminatedmi NOA.TailuretaconTly-wAh any Per TAJS 202L94 3) Water- Resistance Test, FBC, 01#7.0p) & se2led by Lynn Miller, P_E_ section ofthis NOA shall be cause forterninaicnandreawtalof-NOA- 4) LAW. MisWe hVad Ted pefFBC, TAS 2201-94 3., Lefterof lab rompliance. part of the above testreports� -ADXT-RTl]_%F_NMN-T The N O.A. numbei preceded by the words-Nfiami-Da de County- Florida, And fo Ilam-ed, by the 5") Cyclic, W ind Pressure Loading per FB C, TAS 2) 03-0-4 C CALCULATIONS 4. RER Test Proposal. No.. 17-0387, dated 05�%11 7. signed by Ishaq Chanda� P_E_ eXpifftfion date, fnayL b e diqAa yed in a dwr6sing literature If any porho BL o f the NO A is disp layed, th e n it s h a- I I b e 6) For-ced Entry TeA, M FBC, TAS 202-0-4 ctilatwlns� and- structural aua]�=, con7p --ing with FBC-21014, 1 Anchor veffication calc IY r done in. its enfifety, g g q)ared along with marked -up drawings and k,0211atibn diagram ofvinyl slidin dass dW-,pr dated 11,091115aridlastitidsed on,02115,116- sigaed andsealed by pmpmd by PGT 4�1 G. OTHER C . 0��.ACopyofth'js fire, NOA,.sh&bepxovi NIWET -n '7. en. '&d to the uverbythe mann&cbmer or its distzfttors and L by F enestrati Testing Lab Inc. Test'Rqxyrt No, M 85U� dated 12,1014,45� signed and ton An&ony1_-N1i1ler. P.E. #31iftiftled zmderJN� -No. 15-1.210 01). T0.4 L Notke ofAcceplance No. 15-121&,01, ispmd To PGTIndus1rie&fbrtbeir Series �hall be wmilable krr "ection at the-jobsite, at the request of the guilding Official. sealed by Idahnis OttegX P. F_,(Best report mused on, 01;0+46 and 02111116) 1 Gbzing complies with ASTME -130 -09- ­557 0)27'70- V ini, I Sliding Glaw Door (Reidorced) - L. expff Ing on 04114121 This NO A revises & renem, NO A 42 0-04 291.0 Sand consizu. of this 2 pa#,6 I and -e-�idemepage.s E_ IL F_ 12-3. E-4, 5 E-5 & E-6 as well, as approi.-A docutnentoleationed above- kha-At 1,,Chrtam, EE. lsfiaq L Clijuda,� P.E.- Thesibmitted docwYealatioa Nvas fevie%ved by Ishaq L Cla nd-j, PJE. Produrt-Contral , Uadt Srupervisor Product Control 1-kitSupeirisor Product Control Unit supo-ri"r -NO I IN 01. : 1 -0 2 0 5 8 1 NOA 21 -01 H; A 3 E4iratlouDatti Apri]14,1026 xpiradoz r 6 A �"7 �pproral Rate. March 1.51201.1 Approval Date- 1brch 25, 2011 AppiroralDnte-� Nkfarchlig'! 211 -E . AAp 9vA I Date: Alarch _259,20111 Pa,g* I P,'GT1ndusEjn1UCL CGI I TUmdow-s and.Doors, Inc. PGTIndustriesinc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED '-NOTICE OFACCEPTXXCE. EVIDENCE SUBWrTT-D -NOTICE OF ACC_TPTX4Nf_T: ]EVMEINCE SUBMITTED 2� Eiideace Subinitted under previous submittal E. �ILXTERJAL CERTIFICATIONS (continue) A. Nlew EvidenceSubmirtM, 5. Quanex Part. SuuerSpacer Standard, complying withASIM C518 Thernial Conduclivtv A. DRAINT, iGS 0 991 BTU_-Jn`/ hr--f F­FF, ASIM F 124 . 9 WIVIR-Pass, ASTM D3985 bxygen--Pasj,; AS`IM E A_kN7rqGS A. DR. 1'. Drawing No.'SID-55570.0 Rev B, tilled "Vinyl Sliding Glass Door NOA (W. sheets oFog NTO iN?76. 154449.05) 2190 LG_D�uabihty,-N -Pass. fSubniftled underprevrous I _42 L Drawmg No. __NjD_'_r'570.0 ReV B, tftk-d "VinylL Shding Glass Door-NOA a14)`, sheets 1 I through 21 of 2 1 -, prepared by nmaufactum- dated I 0;'05A 5 and last revised on through 21 of 21, prepared by n=wfacturer, dated 10,105,115 and Last mised on Onl,1121, 04;2 222 0, signed and sealeri by A - Lynn Milter , P-E 6, Quanex Part Durase complying with ASTM C518 Thernual, Conducti-dq, 2_1",IBTU-miu� signed and sealed by A_ Lynn Millef� P.E� bu_ftl"�F, AST?�l F 12249 WV1R­Pa&s_. ASTM D 1434 4jgm Peff aeance-Pass� ASINI, E Notit, This revision consist& replacemmt of same existing installation screw with flat head. B. TESTS 22189 LG-, Durability -No Fog. ASTM E 546 Dew - Pont Deve4oputent -2201F ia 48 brs- 1. Test reports on: 1) Air Infiltration Test, per FBC, TA-S202-94 (Saftifted under.A10AX& 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 7- Vision Extxtisions_ Ltd- Parts complying with PVC-AA_N4A 303-13., VoluatarySpenficatiGn 1 'Vision. B., TESTS 3) Water Resistance Test, per FBC, TA S202-94 fbi Rigid Poly m�yl C111oride (PVQ Exterior ftfilrns Bar Extnisicm_Ltd_-1VEX-1 by L None� 4) Laiye Aliss &- luipact Test per FBC_ TAS 201-94 AAMA Fenestration Dxterior Prof ile Ceftification?rogram- (SubnOYed vnder JY0A Xa 15- C. CALCTLATIONS 5) Cyclic Wind Rimum Loadingper FBC, TAS 203-94 0409, #5) I None L along with marked -up drawings and inst-Ahtion diagram of all PGT Industries, Inc. 9- Vision Extnisions, Ltd- Parts complying with PVC-AAMA 303-1.1 - - _4­0 (1) representative unitslisted below and tested to qualify Dowsil 791 and Dowsil 983 silicones, fStibiv iffed flRderNOA Xo. 15-0-409. 05) D. QUI.:U= ASSUILMNIC. (1) prepared by Fenestration Testing Laboratoiy. Inc-, Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed'Window (unit 6 in dated 0910344 9. PVC-AANIA 303-13, Volmitary Specification, for Rigid Potrvinyl Chloride (FVC) Diteiioc Profiles for Visim Exinisions, Ltd -VEX-1 by AANJA Fenestration Exlen;DT Prome 1. Nliami-Dade Department of Regulatory and Economic Resmuces MEF,)- proposal), FTL-�10-2107.1, PGTSGD780 Alumi� Sliding Glass, Door (unit. 7 in proposal) FTL-10- celiTication Progratm C/) 1107.2,PGT,CA740.Aluiii0u,t - CasementArind.ow (unit 8 iapTopmal`)'FTL-20- swing 10. Notice of Acceptance No- 18-1217.14 issued to Energi Fenestration Solutim USA, Inc. for E� MATERI.AL CERTIFICATION-S 210 .3,PGTPW7V20AAl;aminumFixedWmdow (unit gin proposal) andFIL-20-2107.4, --Yan 3040 & light shade (non-whito) INNO Rigid PVC Exterior Litru their ' sions for L --03105.02 issued toKurarav America, Inc. fortheir Notice: of Acceptance No. 19 > PGT PVvr7620A Aluminum Fzed VkTmdcftv (unit 10 in proposd) dated 07113120, -9 signed lVindowsandDoois7% tn��gouOZ04/21. '"TrasUbil, Ultraclear, Cleat,, and Color PVB Glass lutertayer!C, eVinng oh:07,09i'24- 0 and sealed by Idalmis Ortega, P_E� "Inic, fcT 11- Notice ofAcceptance No. 1"122.02 issued to E-mffgi Fenestration SolutiM, USA- 2. Notice ofAcceptance'No. 17-080M issued taKuraravAnterica, Enw. feetheii ' i > 0_ theirsenies,117hite Rigid PV C Exterior lExtrusious for Windows md Doors"'- mpirin g -ca !�'SenftTG'hst (Clear and.'"Itite) Glasslutpflayeri7, eqnmg on,07,04423- CL C� CAL-CULAT-10INS '7111 G22 42 - 8 j 1.2 3 3- Notice of Acceptance No. 18-1106.10 issued toVision Extrusiow Limited far their-'siv" 0 < 1. Anchor verification calculations and struc-ftiral analysis, compbong with FBC 12, Notice of Acceptance No_,2"203.03--ismed to. Etiergo"Fenestation. Solution, USA. Inc- for Coated (Painted or Laminated) White Rigid PVC Exterior Extruskus for'lVindows, Edition (2020). dated "1 1-120, prepared by manufacturff, signed and sealed by their "Bronze & light shade cap 'coated, White Rigid PVC E102ior Extrusions for and Doors", expiring = 09.30f24, 4­0 Anthony, Lynn Mille�, P-E. NVindows and Doors�'% expiting on 04,116,125- 4- Notice of Acceptance No- 19-1106.11 isswid to V ision Extrusions Limited for their Serfe's , 1 Glazing comphes, with A.STM, E 1300-04,,� -0, -12, and -16, "VE 1000 Tan 202, and Aghter shades, (Nion-111tite) Rigid, Cellular P`V1 C F-uttior D. QUALITY, ASSILTELAINCE Y� STATEMENTS Extrusions lor'�Vindows and Doors-7 oqndag on M9,221. 0 Mami-D-ade Department of RegWatoryand Economic Resources (RER), L Statentent letter of confonnmce to YBC 711 Edition (2020), dated 04,1222,20, issued by 0- manufacturff signed and sealed by Anthony Lymn Nblier RE F. STATEACENTS, E. -_,NLATMJ%L CER.11F[CATIONTS 2. Statetnent letter of no financial interest and of independent, issued by niamifacturer, dated I- Statement letter of conformance to YBC '79, Edition (WZO), dated 02101!271� issued by L Notice of Acceptance No. 1"301-5.02 issued to Kuraray America. Inc. fortheir . 04/18120. signed and sealed by Anthony Lynn Nfillff, P.E_ manufacturer, s* ned and sealed by Anthony Lynn]MAlff, RE- "Trosifolt, Ultrackar, Clear, and Color PIT Glass Interlayere, expiring on. 3� Primate Labelingg Agreement doctunent between. PGT, dated 0330115 and signed ky all 2- Pnvate Labeling Agreement dated 03�09,121 between- P4GT lindusmes- Inc. and CGI 07,%24_ I involved parties, Wimdows and Doors Inc-, signed by Dean M. Ruaik, P-E., V.P. Erigiming, on behalf of rn 2. Nactice of Acceptance No- 177-0808.02 issued to Kuraray America. Inc. for their "SentqGlast both conipanies. (Clear and Mite) Glass Interlaym-C, txpirikgr on 07N- �21 G. OTETSS 3. Notice of Acceptance No. 18-1,106.10 issued to Vision Emmsions Limited for their "Brown 1. lbs N_30.NreNises N0A# 17-042CL06TNrrwjcGi) and updates toFBC2020(7rkE4i; Win)- G. OTHERS -0 Coated (Painted or Laminated) TOWe Rigid PVC Exterior Extrusions ew iring 0--o, 1.c 1 1, 1his NOA revises & renews N01*# 20-04119.04-5 (PLXw;`CGI), expiiiag CW14P.16. for Allindows and Doors", expiirigon 0-95014- 2. RERTest, proposals 919-1155 dated01110i2.0 aprovedbylsbaclL Chanda-P-E.eniring 2. The current associated PLA CGIfile #21-0205.0L expiring, 04/14,26. co 4, Notice of AcceptanmNo. 18-1106.11 issuedto Vision Extrusion; Limited for theri "VE 0411+11. Uj series 1000 Tan 202 and kahter shades f qou­-Whif*) Rigid Ceflular'PVC. Exteirior Extrusions for N17mdow-rs and Doors- ex prmgcal2n29P2L < CD khom L -0muda.. PX, hhaq I Chaudar P.E. Ishaq I, clon4al PLE. Product Contral Un Supervi-wr product Control unit swrrizor Product Control -Unit SuorTiior NNOA No-21-VIDS.03 _N10A INOA Nla� 214 2 05�03 Empira tiou Da te: April 1.4,1024 E4iratiou Date. April 14, lk4 ExpirotiouDare. April 14,1016 App roval Do tv 1. March 255, Nil Alyprova Do R*� March 215� 202.1 Approval Dnt*,� March :0 Z I E -4 SHEET NO. March 6, 2023 1 PAll 1 O C_ > C- MIAMI- MIAMI-DADE COUNTY (D j- -0 C- 2-1--f CD C 0 oma PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC 0 " CL DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (3) U) -cu NOTICE OF ACCEPTANCE (NOA) Nyww.miarnidade.zov/economv -0 0 Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 403-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 0 .= (D L_ 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 CL = —0 Seffner, Florida 33584 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details ", sheet I of 1, L Drawing No, FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of C .0 LL M co prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, tilled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 0 4— M 0 > SCOPE: "Cast -Crete 4 ", 611 & 12 " Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4" ' 611 & 12 " Lintel Safe Load Tables", sheets I Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all E 0 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both through 3 of3, prepared by Craig Parrino, P.E. dated March 24, 2003, lost prepared, signed and scaled by Craig Parrino, P, E., on 08119114, CD CL Co The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Cantrell drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on "o -1--i U) < Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ). 1. Test report on flexural testing on 4'", 6" & 12 " Precast Concrete Lintels Filled and L None. eh This NOA shall not be valid after ter the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared B. TESTS C%J C. CALCULATIONS C= Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have b Applied Research Laboratories, Report. No. 30404A, dated 04110103, signed and y L None. 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Damon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS _J D. QUALITY ASSURANCE UJ this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material L Calculations or Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Craig Parrino, P.E. Parrino, P.E., signed and sealed by Cr 1. By Miami -Dade County Department of Permitting Environment, and Regulatory Affairs. 01 M 1-1 M co 2. Calculations for Cast -Crete Lintels, dated 05129103. 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS L None. Zone of the Florida Building Code. 1. None. C= 2 C14 DESCRIPTION: (Cast -Crete) 411,611 & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER _iv APPROVAL DOCUMENT; Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manual, for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig E prepared by Craig Parrino, P.E.. dated March 24. 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. :3: W Co Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and scaled by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS E date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. z MISSILE IMPACT RATING: Large and Small Missile impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. "Cast -Crete 4 ", 6"& 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS W change in the applicable building code negatively affecting the performance of this product. B. TESTS L None. L None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1J any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS L None. 1, Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed& sealed by Craig Parrino, P. E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above, The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. O.Tlf elmy A. Makar, P.E., M.S. A. Makar, P.E., M.S. 4 JA' C-lHelmy A. Makar, P.E., M.S. Pro net Control Section Supervisor Pro net Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 SMIAMI ouwffm Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/1112023 ViAO)we Approval Date.- 08120/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Pagel E-1 F-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS L None. 1. None. B. TESTS B. TESTS 1. Xone, L None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None, D. QUALITY ASSURANCE D. QUALITY ASSURANCE L 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 4­0 1. Alone. 1. None. F. OTHER F. OTHER �_ 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- - 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Castz U) Crete USA, Inc,, dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. M 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2, Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of > L_ CL 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. CL LT4612 titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables" ' sheets 1 O < 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 0 January 22, 2019. =3 _0 B. TESTS 0 L None. 0— C. CALCULATIONS 1. None. 42) U) D. QUALITY ASSURANCE 1, U M M By Miami -Dade County Department of -Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS =:3 < 1. None, O_ —0 F. OTHER 1. Article of Conversion for a name change. O M W C41elruy A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. < Product Control Section Supervisor Product Control Section Supervisor Z NOA No. 20-0630.15 NOA No. 20-0630.15 z Expiration Date: 09/1112023 Expiration Date: 09/11/2023 < Approval Date: 08120/2020 Approval Date: 08/20/2020 E-4 E-5 SHEET NO. March 6, 2023 PA 1.5 I-- WATTRR A TTLLrr, JR, F�E, Z I/ 11LIECOitim c\ ' TILLIT TESTING & ENGINEERING COMAANY PRODUCT EVALUATION REPORT tiitf:006�.Corn I'Ln. LIP-NP 44117 FL C I L!­,� 9,, B006719 REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutten; PRODUCT SUB -CATEGORY- Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: 0RhaLPmWgtL0 �Prqd � 4800 SX 61 Street Dava, Florida33314 I., PURPOSE OF E �LUATION: This is a Product Evaluation Report lssL*d by Walter A. Tillit, Jr., P.E. (System ID # 19D6) to the Global Protection Products, LLC, Rule Chapter No. el 020-3, Method I D of the Florida Department of Business and Professional Regulation. This product is being Issued an Evaluation Report as described herein, and has been verified for compl lance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect b limitations and conditions 2. EVIDENCE MMITTM, 2.1. PR )QUCIEYALUATION DOCUN1ENT.(P_lE_-DQ. Drawing No. 20-1176F titled 1120 GAGE GALVANIZED STEELSTORM PANEL", sheets I thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part, O Evaluation Report, ,AP'lls"', III, N, �1� 4" IT '11, o", kv, J 's �k � 'N 1, ..'...." , L ��, �� I ,,�� "\CEN 'I,..- ___ - -k� * ',- , - _�__ .- --k �-_ " - V IV,-- .:,I _7�_-­�____��_�� . �, --,- _ ,, A - No. 44167 ` 7;� ,�-!-4-o— *' , �:! � .* , ------- - - -- �! � -in � �­_ __ I . � _� % ­,-Z--J_ " . 'O., A, 4 s �-'­ 40P�lm� .-;;il�� `*,,�k' .............. ,.�7, -, 6355 NX 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - PROnUCLEYAL 2 2,2. TES -REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as par section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/0911996, 06-570 dated 09118/1996, #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P-E-, Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated 10105/1998 witnessed by Gilbert Diamond, P.E. and Report No. 0219,01-09, dated March 4,2009, signed and aieafed by Edmundo Largaespada, P.E. and Henry Haftem, P.E. Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2-1-STIRLICTURAL ENGINEERIN Ili TJQNS- On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design Wind load and panel length based on rational and comparative analysis, and in accordance with section 161 6 of the Florida Building Code, Calculations prepared by Tilteco, Inc., dated 11103108 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSIU-IMPACT RE4MIANCIE. Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4-.-MND LOADS 9ESM1ANjQE; 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1, 14, 15,17, 18, 19,20 25 and 26 of 26, of Product Evaluation Document �P.E.D.), drawing No. 20-176, M-NVAULATIO - bL Installation shall be performed strictly in accordance vXith details indicated on sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as Indicated on sheets 8, 14,10, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. "'k,itillififfiff"i ,,A','�� N. 714t 4y� ." , .., � , � � b" N" , " 'O. .... , I,k go:,��,i�� - ' 1/1 17 .. \Ic,EN,9e*%?, -, 41 -, 11 I 1� - - e­ - __ C-1 - , 1� .-7j:: - __ 4��6.-41 67 '-. !-_; .----.-- --.—,-,- �*= - = ,,77_.r­4-.��_, * .1 - .11 / � -,c-'.. STATE OF .�`,9; Z- ".� I'-,- - ----:;.�- , , I '-,. 0 ',� ZORI)3�,,.. , *, � :,� 1,� �. k '. _. . 5�6� ­_­�#q�,�p, "N "'1',`01"9/GP4N_ ,,,' "'IfIIIII0,00, I I — GENQ&& UM: 8 3) IN CASE THAT PNZCAST SIGNI 0% PRECAST CONCRETE PANELS, Sn]CCO OR WOOD BOARDS BE FOiJAU ON 1_�L 0NAD_EQR_20JMK ­1_111 . ____ EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REAC+4� Tlj� MAIR �fRVEYURE BD14NU SUGH PANELS � 'a 'Z; i STORM PANEL SH N I PRODUCT EVAT7T� MCNORAGE SHALL BE AS MENTIONED IN BI)AND IN g.2), DOCUMENT TE,o) HAS BEEN VERIATD TOP COMPLIANCE IN AGCORGANCE WITH THE 20210 (714 MOTOR) OFTFIE FLORIDA BUIL04NG CODE: (C) TQ_WZ1b&_WV.1a_1h6IN. JWIIZEIQ_G­BAMC__�i��.a�l DES " WIND LOADS SKIN L K DETERMINED AS PER SECTION I 520 OF THE ARUVE MENTIONED CODE, - 1/4 0 TAPCON ANCHORS. AS k"UFACTORSD EY I TM BUILEEX� INC FCR`C� MOD SPEED AS RMUIRED By V 4URTSOICTION WHERE THESE SHUTTERS *&I RE INSTALLED AND - 11-10 PAW-11,011 FEMALE 10 AND PMELMATF PLUS ANCHORS AS MANUFACTURED Erf Elco CONSTRUCTFON PRODUCTS FOR A MECTIONALfry FACTOR Kd-O 8', USING ASCI 7-16 An SHALL NOT EXCEED THE MAXIMUM (A -SO) _ 1/4 *0 11� SCREWS PER H D.S. WSIGN PRESSURE P,A%GS INDICATED ON SHEETS 7 THNG 12� 14, 15, 16, 19 A 20. - 'I, 6-0 5/6- WOOD %ISTING, AS DMIRIBUTED ffy MIT PONT SCREW, POLT & SPECIALTY Go IN ORDER TO VERIFY INC ASIMS CONDITION, TItnMAFE DEStON WIND LOADS OVITRATINE0 PER ASCE ?-IV tl� MINT UW rHAEADED PENETRATION IWO WOOD OF TATC01 ANCHORS SHALL BE 1 1/2- Mr 2- FOR ELCO PANELMATE PLUS S40411, BE FIRST REDILICED TO kILD DESIGN FAFFY LOADS BY MULTIPLYINS THEN BY 0 6 IN OMER TO ANO"PAIREAMALE FEMALE ID COMPARE THESE W1 E04 (AS,O) DESIGN PFFES�VJRt PA`RNSS INDICATED ON S14CM 7 THOU 12, 14, 15, 46, III & 2,0 I IN - - YERIFY "INAT -1 ON THIS . E B AS TE57M WERE NOT OVER STRESSED, A 33X INCREASE AN ALLOWABLE C 2) MINIMUM T�RTEADCD PENETRATION Of LAC SCREW, INTO T.4E WOOD FRAME URF SHALL SE 1 1/2' NO IFIREADED PENETRAININ INTO STUCCO STMA- BE CONSIDERED AS PART OW THE REOUIRED THREADED PE.EFRA�,ON. STRM TON WIND LOADS WAS 101 USED IN 1,OQ .1111 FASTER. SPACING 10 111. I �11,1 11 RMI, I iK ACCORDANCE W TH N.D.& 2018. 1, HA 7E 11 C 3� MINIMUM EDGE, 1743TAWT Or LAO SCREWS. INTO WOOD SHALL K AS INDICATED IN THIS DRAWING STOW PANEL'S ADE06ACY FOR IMPACT AND WIND RESISTANCE HAS SEEN VERIFIED TN ACCORDANCE WITM SE01" 1626 OF I THE ABOW LIEKI 001 AS PER H..1 1.1,11111RINO * TESTING In IVIS H-.11, !ifi-1111 � 91-TI AN , C") ..."M ",NET."N D, *D*G 81S.I. SHALL III -1/8' 1/1' 1-20 SCREWS 'IS. 5111, BE I I/,' LONG MIRTMIM , L F SHOULD EIVCCO EXIST. Ago 1* MINIMUM pop WA1,;LS B" No StUCCO. FENESTRATION TEnNG LAO at ... REPWM 12OU & #2126 . AS PROMCOLS TA5-201, TAS-202, AND TAS-103 As WELL AS AMERICAN IEST LAB Of SOLIN FLORIDA REPORT. #0�19,01­09, AS PER IAS 201, TAS ZOP AF40 I US 27, STANDARDS C 5) IN CASE THAI PRECAST STONE, OR PRECAST CONCRETE PANI STUCCO OR WOOD ECA,IDS BE FOUND ON THE ExiST., 2 At' ALVIMNUM EXTRUSIONS �G BE 6063-Tb ALLOY AND TEMPER, (UNLESS OTHERMS1, NOTED1. SCE SHE WALL, ANCHORS SHALL BE LOI ENOUGH TO REAC�H T14E IMN STRUCTURE ao4NXB SUCH PANELS tT Z ANCHORAGE SHALL RE AS MENTIPATIM, IN C. I) C 7) * C 4) 1 ALL ALUMINUM SITICET UETk USED AT CA.M'RES 'I �' HAVE )IOS-H14 ALLOY. (U) ANCHORS SRAI� BE INSTALLED FOLLUMNS A� OF THE RECOMMINDAIIIINS MO SPE .CIPICATIONS OF THE ANCHOR'S MANUFACTURER A ALL STEEL SHEET MITAL PANELS SHALL -A�E STRUCT,FRAL QLJAUT� STEEL ASrV A-65.1 CRADE 50 MINIMUM. �-w GM VAN42ED STEEL DESIGNATION W/FY- 56 5 A,I,i (AFTER ROI LED) E PANELS MAY ALSO BE INSTALLED HMM41ALLT FOULOWINO INSTAU.41TION DETAILS SHOWN DO SECTION ,5 JHRKILC� to (SHEETS . HIROUGH 6) EXCEPT THAT HEADERS (1*& Q SHALL NOI BE USETI� 5 ALL SCK*`S To OF SIAFNUESS STEEL 304 Oft -114 NSI SOIES OR rOROOVON RESITSTMY COATED CARBON SPED, AS PER CIN 54018 W/ 50 kIti YIELD S7,E%7tI ME 90 kii TENSILE STRENCI4 & SIIALL COMPLY W/ CLORIDA SUfLONC. CODE 0 17 IFNA11 BE THE kEVONVWL,rr OF rHE CONERACTOR 10 VERIFY T,r. SOUNDNESS OF T.r STRUCTURE WHERE SRI ts TO s,r SECTION 2.11 11. ATTACHCO 70 INSURE PROPER ANCHORA6E THIS SH',9MR SHALL ONLY BE ATTACHED 10 CONCTIETI SLe4t, OR WOOD FRAME Bli'LOINGS, B MIT-- TO R ASIM 1-3107 GALVANIZO) STEEL, OR 0LEI 3at SFR�I,S SIATOLESS WEL, Wn,I X �j MINIMUM YIELD STREN-TT. 10. EACH REGQUAP STORM PANEL WMI LENGTHS OVER W-8 THROUGH 12'-4', AS PER SIFD�RBNS; 6. 8. q & it) AND ALTERNATIVES. BW_ ' ANCHORS TO WALL SHAlt Xt AS FOLLOWS SW & ' VW ON SHEETS �, 6 & I2 . RESPECTIVELY. SH!ALI HAVE A 'ECISLE AND REAC OILY VISIBLE MARKING INSTRUCTING DWINER OR TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERK)US OF HURRICANE WARNING (A) !P_I�ff_r,K_FQVn9_Q2TXE11 11 THE INSTALLATION CONTRACTOR IS 10 SDA_/CAULX ILL '94UTIER COMPONENT EDGES WFfICH REMHN IN CONTINUOUS I.A)NTAct IMH RC - I /..# TAKON MCHO , AS MANUtACTURLD BY I TW 64I ARC (9,,, r-3192 p�,,;) THE 84TU;'dMG TO PREVENT WINDIRAIN INTRUSII A 7/8" CkX1 I ' - �S MAKUPACRED BY DEWALT INC (MIN 1',-30M p,­� N An"ORS �Iie4,0% _- ,/A' SOLIV-SET ANCHORS, AS 015TRTE)UTED By ALI PONT SCREW, SOLT A, SPEcIALrY CO. 12 STORM MANEL INSTALLATION SHATI COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY 00LONO 4140 ZONNG REGULATIONS PHR � NOED Ely THE JUFFSDtL (M,' , C-3000 p-L) 'fIOM WHERE PERMIT IS APPLIED TO - #14-10 PANELM FEMALE 0 & PMELMAIE PLUS ANCHORS, AS MANUFACTURED eY ELCO CONFSIRuG,TQ1N PRODUCTS (AHN I, ­�Lfx T, A, ) 13 (a) THIS PRODUCT EvALLATIOU DOCUMENT tP E D) PREPARED 01 TWS ENGINEER IS GENERIC Mo (XIES AM PQWI;L IFEORMATFON - 1/4'0 Cf TAP -CRP AFF"FIS. AS MANUFACTURED BY �R­FASJ CORPORATION V-S&CO ­0 FOP A SITE SKCWK7 PTINECT, i,� *,LERE THE SITE CONDITIONS DEVIATE FROM THE PE.:, A I) M; MUM EMBEDMENT OF TAPCON MCACIRS INTO POURED CONCRETE SHALL at IC) CONTRACT R TO OC RESPONSIBLE FOR HE SELECTION, PURCHASE AND INSIALLATION INCLUDING JFE SAFETY OF THIS PRWJCT N 1 2' FOR PMELMAIE -­EMkE �-/A'� BASED ONOTHIS PIELZ PROVIDED HE/SHE DOES 401 COVIAIT MOM THE CONDITIONS DETAILED 014 T,IIS DOCUMENT 0 AND PMEMALEE PtUS AND I i/-' FDA CF TAP -GRIP ANCHORS CONSTROCTION SAFETY AT SITE 15 111t CONTRACTOR'S REIPONSWO W' A 1' CALK-W III S(XJD-Sr1' ANCHORS SNAI-L BE EMBECIDED 7IS- INTO THE POURED CONCRETE NO EMBEDMENT INTO �c) THIS PRODUCT EVALUATION DOCUMENT WILL HE CONSIDERED INVAUD IF MODIFIED. STUCCO SHALL BE PERIAMED 1/4' 0-20 ,"EWS USED SHALL BE 1 1/2- LORD MINIMUM SHOULD STUMO MET, NO I� MINIMUM FOR WALLS WITH NO "TAICCO. AND MAY RE HEADED SCREWS Of' AU PIREADIED SCREWS W/O LFEAD. Of SITE SPECIFIC PPJDXCTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER C& ARC-FTECT *#CH WILL. BECOME T�,F BUT WTTH WING NUTS. ENGINEER OF RECORD (E.0,R) FOR THE PRMCI AND WHE, WILL BE RESPONSOLE FOR THE PROPER OSE OF THE P10, ENGINEER OF RECORD. ACTING 15 A DELDIATED ENOTWER To THE A 31 IN CASE TFA'� PRECAS1 STONE, PRECA-f CONCRETE PANELS- PXVERS� MOM OR WOOD BOARDS BE FOUND ON �,� .EO ENGINEER, SHALL SUBMIT TO I.IE LATTER THE 54C SPECOC DRAWING$ FOR REVIEW EXIS"NG WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE REP4110 SUCH FANUS ANCHDRADE SHQLt BE AE MEITBEINED IN A t� AND ffi A.2) (�? THIS P-EO SHALL $FAR INS DATE A440 ORIGINAL SEA AND SIGNATURE OF THE PROrESStONAL CUMNEEP OF RECORD THAT PREPARED IT W la-Lazuucl�f-"T�i-ftLL-&$IY-,�:--2v # TAPOOA1 ANCHORS AS MANUFACTURED R, t I IT BUILM. INC t4 SHUTTER MANUFACTURER'S LABEL STALIL BE LOCAIED ON A READILY MSIBLE i0I AT STORM - :/1' / PANEL SHUTTER. IN ACCORDANCE WITH SECTION 17091.3 OF fl-ORDA BUILDING CODE, ONE LABEL 1. 0 A 7/ ' CAL -IN ANCHORS. AS MANUPACUIRCE, BY DEWALt IUD (MIN i*­1500 p_ti) SHALL PLACED FOR BE EVERY OPENFUG� LABELING TO COUPILT WITH SECTION 17099,2 OF Y4F - I/, -0 , 3/4'B;O�O--"_t ANCHORS, AS UFFMWTED BY ALL POINT SCREW, BOLT & SPECIALTY CO F�OMQA alllLOM CGOE (MIN ,'­1800 P-0 -----I - 014-V PANIU-MATE FEMALL IV ANO PANFLMATE PLUS ANC)IORS. &S MANUFACTURED BY ELCO CQNSI­RLX,T,oN fWU` ONLY BE Ui& To F4101SUCIS (MIN r�-70" P . � ) "M011HUTFUTNII, _T THE STATE OF FUOMDA I � A __ ,/`F� 0 OF TAP-MIP AATC�*RS, AS MANUfACtURIFO By TRU-EAS1 ��ORPORADON lov V A TIZ N, IF �1> _:, � , . . " S IT MINIMUM EMSEDUCW, W tAPGON ANCHORS. ELEO PANELMATES AND CF TAP-rRJP ANCHOR, IN,Q THE C',ow-'.... , I _­111�A, FLORIDA BUILDING CODE (High Val City H-ticonNI Zone' "f BLOCK URI SHALL BE I 1/4- 1-1 .." "r, � __ �Q M�m - ! 20 GAGE GALVANIZED STEEL STORM PANEL I `- _� ' : N I 0IuNH SY ' 1 67 1 O� 4 0 : = — -------\ R_?J CkIF-N & SOLTD-SET ANCHORS SIMLJ BE EMBEDDED 718' IWO THE CONCRETE BLOCK 0 0 Nr N EMOSMENIT INTO STUCCO�,51W_L BE PERMITTED '/4' 0-20 SCREWS USE,) SHALL RE t 1/2- LONC, MIN,NUM SHOUIS q_fm-C --- -_ -_ : I --- I IW/XX1M0 O �,,** --_-V&- GLOBAL PROTECTION PRODUCTS, LLC, EXIST AN!) I FA"�M FOR WALLS VM4 W,) S'n)CrO - .W_ , I-S. ­o*.. STA OF I— ­­­ _1___, / �] AKAXT - - SAI �, �Twr I - S' 0,' A �11 OK"t PL M" � - - I ltl/�_ �tlozvll ""Irl=l FTIT.-ItLY ,W. - - NIIJNF, T., 20-176 -�,. - Zo � . . j��,'- �11 Tlsv-�,� , fv�r�­10111 ,,'3,91­6 � CPA; ­., � � .­�'�_`_ 1 - =0m;m . :n - I E I :-:. I tO,,,_NA SEALAKTIAlUIXEi"'t .. I — I AN, _2=� - W~"K .. -,�;,,,,, , . I - - . 26 1 1 - I - J� tooDY I I — INKALLATION DETAILS EQR REGULAS PANE1,5U,_,, INIQ EXISTING POURED CONCRETE OR C9_KRETE BLOCK TRUCTURES OWIGRE11% ANCHORS (� �Ewu ON ODIANCRM .NCRIARS ---\ I I � SHeE7 0 0XII 9) ONO" ANCIORS M SCHEDULE ON , S-ws 4 ­Rourm XO ��_____E.D 11 __ cON`:RE`C � ��,�, - _1 k �,',�� (SEE SCHMIAL 04--­1 - i , SHOES a -,HRoucT, 9) " e , I I C_ �_ �� T 77 , - j_� - �� 11/4- . , _`�� EXISTING POURED . I CONCRETE REDURE11� - I 'I :::: I 1 , -�,,, ,`-­-,_��--,�,',,�J�� !�,� , ,� �, I 1\ ,., " - � - (SEE so-Em'LE 0. - � � �4) SHEETS a THADOCH If I I _ : � , � . . - M� - _\ 1, , , L__�� V : , I EXISTING POURED I '��- 1 "�) CONCRETE REQUIRED, � __4 - . I . \ 1 L--�2-, - - 411"M 1:11 I __ , -T' N`�- - - w, .�I, _: - - f E - E-1-i - I . "I - , . " - " -,,,� � �, T I 4 1/4' , Tell, i I N, , � I I " KFANC M= :�*,", .____1.____ - ­._____._ - . � F � - ? I LIKED E 0 CONCRETE I - G P. I 1_<�) , REQUIIIED. I V ; I 03 � � I F D. PW ­` I I S , I -41 _16! E 0 - * 1� z I , I I �� - Z I ! I r � =.- �, " , I ; I I ri I - : "�_,.,. 1�, � - , 2 � I - � I i , I, , �,.' - - - � I I t. - �_ _�,� I I _�� w'-p.r �i . � , . , :� � i Qv� I , I : I 3� , f 8 "u WY i , " - _ � , " , 'I : I ­ EMT, ,FHX, 0 6 - . EAXY TvD . 6 - -(D I, I � �a_d ! - 6 �NFF T,=,- ,, 1 15 ID � I i I I 12 -Ir Qc i IF 11r O.C. : Xa � -1 , - - 1KYAKAINA, � , - I r 1 � � I 1 I -.m ! � SCRICNAIE I 1____,.T,, XW � Di W , Or"&_,- I W%,&,..f I = -1 I 9 1 1 5=R__T IN- �� 9�..M`Vo I . ,,,koL I t �-7r-1111`11 10 I Af - I .9 , , I 't i � f k I I i � -13) i i , �,� __ I - ,IS � . I- 11 � I I i� I i 8 ! i ; . i !1 -1 � I I I 1 1 _� = 1 16 ; - I * 11 � I !2:1 1 1 til 42 _01"__71 I I -.1 I & I . I I . I '� ! ! I � :..',-,,� I " i � flll:f�,, ", , I I CI Ii I . I 0 OK, I 7 I I � I "A� , - "-.!� -7, -, i , , I il� ; , I I I "I" i __ E, I 'ONCREFE OR 0 _.", � =11� L , " , CONCRETE BLOCK : " : . %Z I. � -_ I I - I `­ - "' " I REQUIRED - - , I .c I ,2 � 1 ! � ! - I Z=V� A I IOW",oLcF` i . � !� ,/2� - 4 I i : a I F ;, . I I I � M�i__� .-\, �7 ,-'� III, � 1 � , 0- 1 6 :�� - EXISTING POURED i - I CONCRETE OR - I CONCRETE SLID" A .. JL!;:;9!;= , ", -4.1, .777 ­_, I I �W. I I li1=1m; 12 -11r " I -��,,, 11 I �' EXISTING POURED ED "I 4�.� 1 ,� "e - - ! _', i _­ - - - *I- I CONCRETE OR I � , I !il I CONCRETE BLOCK �_ � - -_ -_ � yr �, - I 'i - � - - , �­7' REQUIRED. , - , , , -, '1`7' ,_�2 __?T__I REQUIRED _� . ­1I �-C�:_::_z * I "N. 1� - I � - - __ ­ i Y. 777�11_1'1,�r Z, � ., 77 - ,� :-:.,,,,' , 4 �, I EXISTING POURED I I "A T C I 11 - I- WI r''i � � C �_ - 1 _ I ,,,,-J �'t I - - 1, / , �,,; "" CUNCITSIF ARC 11" � �,: 'CHOKS ___ " _ 1101EM XA,% ___ , 44) - . (y) , �VNGMLU` I WOM REOUIRED. L2 - CONCRETE AnHOR, I _Ijl/-,� I OAK C*am.) I ---E . I � t.AX L" - " I I -i I , � - ,VV=V:y_ CONCIterr ANCHONS 11 � -1 ,L " , ,� - uV-V :, �, L , , i �4 - � M. * W , 'I 11 AT V� CoNcRen ,NOHaXS - \_� 111-R-r? Z ,��, Ir - (SEX SCHEDULE ON . (SEE SCHEDULE Do 9 " SHEETS a FINROvcR -d (SEE: SCKEDA.F ON THROUCH (SEE S"OLIE ON - .11' .. S�EEYS a TFRII 9) I SFIEETS 3 4) SHEM a THFICARGH 93 " G zhw SCALE 3/8,0- - __ SEC110 SCALE A/e-�, . ­­1 I ­­. SCALE 318-1* ALURN&U ILQ ME MOUNTING ED ION A SCALE �/$.I' � - -1 ______ -, I ___ __ - ___ i I I *_ I V i 'RE P,HaNKE i ED. - EDGE DISTANCE (SEE SCHEDULE ON - -4 .­ i '10 1 b I- - SDNAX_ i A � SHEEM a & 9) I ! �, vaod, I 9 I 1 %W/-V i "I 4 KIT* I i i EVERY S" , I g NQU_EQ9_QQM4*ATQ&_QE_=CM2NS - I ; ,X,/,- - ;, lil "01040001, TOP & @CTTOM MOUNTINGS CAN RE I 1 s11!-,tFk A r/,A`21,F1 COMBINED IN ANY WAY To SUIT ANY INSTALLATION. ! 'k_ I , - , �6­.� ,/,f, "" EAfs�--.�' , _ _ I _­k. ,14­,,­,�A,, �_. N-.1 __l �� 11, I& I !, " I � _­ 11-1 _�:�`_ �� , , " I I EXISTING __ 11� Z .1, - . FLORIDA BUILDING CODE (RIgh V8100"y Hurricane Zone) __ - 3/4�" , CGNGREJ�OUNTT REOUIREO� -1 - ." - � _C-0 , � I - , ", " " ­. - ­1i - 1 * .., ' ' � S - � S * . E �x ITTECO, lw� - . , I _____1­_ ---------- ­. I I I—- ­_ __ _T_2D GAGE GALVANIZED STEEL STORM PANEL I .,P'. -= ,- -,,. - . .*= 1� % rA rrEn C -' :t 1­ - i ___� _��C�.­-11�1��_ SHUTE a " a" 9) �p ,- . ,o,-. S 21 , - 041 QR,0�� - \ GLOBAL PROTECTION PRODUC �_, / 111LIECO.. C. CELUNQ Oti S" . '.. K . �",` , - --!'I ��11 - '. - 4M S.W. 51 VFAM TFLUT _': ___ - DAM n- =1� 1 1 N - - � , 5 Z_�, / , �L� _A`A`__ __XKXoPL1­ PNOX� 0�068"­� FAA, (�)'AM-117IFT 20-176 - I'll 1�=191 11* ­­ SCALE 3/6-1- ON4 L SMA,affluer/CArt E_ 't - - ORAWAKI No: -, I - MU_11161 P7_-,_ IRW A OF go I � I Ei� - I -_ - __ __ I ERMLCTJ_VAJL11ATMN )MIX091 140, 204738,01 1 6, MATERIAL CHARACTERISTICS J AND SPECIFICATIONSO Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (RE.D.), drawing No. 20-176. 7. IMITATIONS AND CONDITION �� OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet I of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E. D.), drawing No. 20-176 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr,, P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the F1106da Building Code. 7.3. Product she] I only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A- Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). 'N'000110NII'd N,,%",11 Pk TQ "' . I, �kt� :-, .. 17�1%'. 'N �,, `­ . '- V 7, fxll.,. \�,ENS, -.�P"-__ 'i�, ,,_1 Z .. , IF .... .1L I __ — - � , 1 ,_,::�,_�=S -4o. 44167 '� a �- - __3 __ '* ­­_ " i_____��* . E 71, �� ' ",55 ­_ � �,,-*,S�,. STATE OF _. " , _1 '0 , 21Z , I 11 Vox;.. ,4oRvDIK1-.'N' . , r'... - , ,,, & ". "';,slo N. -A. C�`:t,10"%��' 1";fIfIIIIfqk%l1" WAT'LL D;� TILTECIOADIACIN RECCEROSIP. E. REPORT-20 �GLOSAL PROTECTION PRODUCTS, LLC � 20 GAGE GALVANIZED STEELSTORM PANELkDRWG#20-T76\REnKrg2O-O728,01 I I /__r___1 / I I L I EC'_0 ir4c\__ TILLrr TESTING & ENGINEERING COMPANY - . -.------- - I . ____ WALTERA. TILLIT, M, �'.E, tiltew@aol.com - PRODUCTEY T TLV r 13-.?T, 44L67 ALVATIONREEOR. FL-L.A Li -PI -NI, J006119 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCTNAMEz 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products, LLC 48DO S.W. 51 Street Davis, Florida 33314 1. PURPOSE OF EVALUATIOL4: This is a Product Evaluation Report issued by Walter A. Tillit, Jr, P.E. (System 10 # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method ID of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2A. PRODUCT EVALUATION DOCUMENT (P.E.D.) Drawing No. 20-1175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr_ P.E,; dated 0712712020. This drawing is an inteRyInTi is i , Z A Evaluation Report. ON �� ,_ 4", A, " �� 11 J�., �­ .. �.11,,,� -'-'X� ." \r,ENS, `.��'-, ----, Z e'-V 'C' '. - 1� I - Z - __ 1. —.1-S7_7� __SIIL� � . S __ �,��� ', � I i . 167 . = _��_'3e,SF,*-,_,� * :* = � = I . . I -�— �, i � -­, STAI OF ".", ZZ - �P. _' '& �, . (4; 43, 11�. 0� " OFit 1-' ',�e, ' "`11.. - .. '11Q��x 0 -1531 , . . 615iN.W 16th Street, Suite 305, Miami, Florida 33166 -Phone: (305) 871-1 1, . . -COMPONENTS FOR REG (SCALE 112-I-) __ __-, ,. - ,- _ __ __ -,- - 15,196- (TOTAL WOTH)-------- - - __ _ _ . _­ ­ ­ -_ � - I - __ I . IS'n . (TOTAL WIDTH) � - .. - - -_ ____ __� __ ____ __ ___ __ ---- - - 12�500' (EFFECTIVE WIDTH)- __ __11- - - - ­1 - __ - - I . � i _ _ _ _ 6 I/,' ,. __ - ___ I I ----- - --- 6.250' - - - -- -- - - - : " �- 1.3po. -1 [--I.3:Lo'­ - ,.3Po,­ , � 1,500* : I I I. wo, I I I I N � /N, " z / � - 1,350- �, O.M* WA, TRICK - 1.3w-- ,:iltS I - I , ' /-----,-S,�, I - I ED STES, 1, I I - - - _T__A_1 -- I" 2 ­ AM _SSS I "I I . ,� "�'Po, __ � ___i4X_ __ - .1, .� i'� I I I k ",A,- - \ 11 - "AL"'I A , , F A41 .7 t-��.� . IHW 1�,_ , , 1. I � C411M 50 MI � ' I __ , � , HE MR � i 41I ��- �-- 2657- - �11 �It 11 I I -01 I .fF57' _60 QALV, EUDGE / , GALVANIZED SML \ . �,� I / D TYP '1�1 " ... 2. -1 /1111 1�. I � -, HERNE - \ ASTU -053 I/ W"L �T - � . , NEMWED I'llp . � 5E`UUL �! � I I 1P MWE 50 MINIMUM I ' �. , / EDGE I -1- EDGE G-60 GALV \� 1`1 -t'WAIL A I , J&TAA_ A A, ., / 486 I � 4&6 � C_ \\=777�/" I . ! �i 1 ___ ------- . ...... , - _ __ 11 --- -� , �, -F _____1 I I �, - I , - L, I .,W - _� - -, .11 1­_1__8.2W__-__-__ ___ L_f -, I (D STORM FAME a END STORM PANEL I - - - 2.187- --- _"" T : I 1�� � - , , ___ - ________ �,,- _, - - . t.2501 '�__ - 2.187- . BANGS, PT LIP , f ff. a- 12s, 1/4-W-20, i a _ ___� . .100' - �910_m , 1, -_ .7ho, �� SERFES 304 SERIES ; W/ HLUAXED Fine. 1-1 ", - : I .Too' _J___ -.11ar- - I .1257 .750-�- " I - oz. 0. I V � , S'S STM AN, Em SIS. I - 1>1 11 =:== I i -_ To, .W - ,� 5 __r___ I I , I � M MOLE AN= *`AUMD I 210, "' " - --- � R�..w _��', _L;L__ � I I I I � 1 112. OX� 121/7' f _, �, "I . , '71" I- io.os' F_ -100--r- 093, -, I . 11 - ----I 4 e. , W-.00, .Soo, � - - -:�:- ?4,,� - ­ I � 1 2OW 1 �,,, 1�- // ,�_ - , 31375, 13' I �o;I _', r2125' � 0 J Z11 _�,_ , Z�--, I, ->- - - SEE gr3s, 931 SEE . r I z .093 , ,� � 2125* C! � DETAIL � MAIL I , I - 0.250' r_ P a 13751, I` : I i!75't I - 4 ,� .� _ HEMME", - - - I i .20- V- " : t__ I , � "�, -,, � , I �7 N, I I, , I; , - ,,, 4� .L - _ftl , I I I I I I -,,- t ,,,, I _ I I 11 I - -S" FOPA� - - - -' -1,5001 - _111DOJ I- L ,,, I (" /) �w 0, _�We - '� , ISQMUBIC YIEW DEIiYL A 1) 1­2=0-"112 1--2,ODQ-- -- 1 ROUNDED CORNER 0 ENDS Of PANEL'S 1IL-VII END UP W/ HEMMED EDGE (1) *h" HEA12E (�) *U" HEADER (�) ANGLE (R ANGLE WITH M& @ ANGLE WITH (N.TS) REVERSE STUD I - ---j ,AR,ES I , SEE I ! __ = - ,_1 I ,11. A 2JI4 1, , , ___ _ A-344'_-, OTYP I,= im ,374' L 114, 086, 11.7W-- 1 J '36W F � 0196, 1 � T Aeai� � - I Ratf ' _' _2D, 304 SERIES ' "To "Is t- - "t 1 i �� � _J , ­;4.1 � _' ,, I � - ' I I . _ � � i - -3-*0 -1, - - ,4ic--e. . I - I � S. STUD PRETIED to I 407'1 3. I- - - A ' 06 375'/ �2 ' BAD. f 1:�11 12 1/2- OC - _, - ; 'Sn' t - - _� / r , - - -I t 11 I , . ___ t . t -_,�,_ 4 ' , - I I __ _f . , FLOW - 1.671' �,� I I . 1 D 39Q' 1 - 1 L125 It_ - 3-� ; ,4 -Sao, ­1 ) \ 1,343' I�Osr � � . I a. 1. `G-'� - . '015 _ _K1,0V* HOLE FOR 750* 8 7 I - . LOCATOR AT _. ! , 11 I - _957� I .1 2!V* t- , 1. . I - � ____ '. , , i � t I EMERY PANEL OVERLAP i - fE,F ,am* k i - J_ �ow , I '- aw ; _' I. --,,,- 1� -- 2LOOO' _' - r' ' WASHER I �, . -(I" KU H= 7.000" `1V ___T�l I -.0631 (�) "E" TRAZ-AMU (R T FLAT PWED i --------,. 0� �_7.094* �, I "'M01001k, Milli LTUD � � ! ­ - I " ;�­I_ -'\ 01" V, A T14 !k .� , I ,� Itc�, Ilk ) / ­­VLONG I ;" �� 6) ! � e;,s o`A/,I;,, - - , , , __ ,_;� ....... . ? `$, I ---1 - --- , r _,- f , 1 I,0�3� � , I I - �1111 . 11 , 45�' *` .,ENS� � I- X �Y- % 5, lii� .37 5`0 ;ka`V S7S'* 4i % Ei I "I, I , -_ % -, � 1_ , � 1! \ �,_ _Z�- ) ) I I r I - � No. 44161 — RM, '375, . 11 _� = **. * . = " , --"., E. , t : '*I � 11 - � - __ -I . - FLORIDA BUILDING CODE (High Veloc!2 hu IcOne Zone)l In, -2t Dw_ "' _ _ - JAI, C NICKEL ON 1 ' ST_ATF -OF --,2� f .M RLPI Nc. FP I 50. A _ I= 7%. - ll'-� " " .-,,,-,o 20 GAGE GALVANIZED STEEL STORM PANEL 125­ - ED WING NUT - - 'i'�_ ,� , -s 0 1, 't OFFAMN, a, D , _2400-, _ (�� KEY HOLE .��--. ___ '1111.f�s � I— io i � ,f 07/m/um 0.11 ".1 Al EANE "'i".2 / I E C 0 ,,, i \ GLOBAL PROTECTION PRODUCTS, ULC. v.m. 10 TIM SY, 'it, S1 VIRMUT wERIMTWELY, USE WAR; BUT WOUT TILUT - No * 1:066WELIN99- --- MY*- N, 3"T. ALUMINUM ANG MONOLITHIC WASHER W/ ADMICIML MAS - - AI - AN, - - N XFRK P-ONL (O"N&I FAA, WANXIse-val 20-176 CM - - - M ­_ , 7/8'.3/32- WASHER JSM)NUESS c;OW;'U, alfamma FK, srm OR NICKEL PLATO STEET). WALTEI A. Y`UJT O� PIZ, n - 11 07m i - 1 AAA- - 1 - !- I - nARioF, � 1 ",67 I I I - LEM . I - , - -- - - - I I - __ _­ ___ INSTALLATION DEJAILS FQR REGULAS ?_ANEL5C1_) A; JA DO CIDSILIRES DETAIL5 FOR IWAUABON IN END MME IN12. EXISTIL4Q PORED QQNCRETE OR CONCRETE BLOCK STRUCIURES QXM am QR wow � =TcA,PAFAEUXATC OPIAGRETE A)TCFORS E HAN9 M "I'MUE to' ;�, i/V� 4II/i;,"w, - VAUD FOR W9A& UF SOM AND E-Z !, I LOS OR Or TAP -ow � " It R4 .. i tsa ScHtoull ON ---,N �,,,,, . -,, .. I 5CRI ON SHEET a & 11) sHOEVE 6 THRO." ., I F .1 I ,_ - I I "�� "', r- I N __ 14 L., __ ­ 1-1 4 * 1 �� I � I , - ; / 2' 1 - " - I ", - - - - I , (Z�� I * ,IA w! I . I`- I �_" � �� L-T-1- - � i'.. MPX =97V%-_-=__ 1 I 1 I = � EXISTING IAOURED -r-' � IS- i , _,�__,� I Ii Y--- -- - I I CONCRETE I � . , I I E.D - 1, UP* - , . : . , 4� - MMAM-%. -, - - , _J�, I : . � ; I ,r-..o - , 011-0 REOuRED, �11 I � , , � � i Z,�� "I I , ­ .1 : .1 1 � �� I 1�1�� i - t 1 1 ,I,., *;,�� I ­D , : I - I PAK, - - -_ =M=_ 7 ". I F ,�, � �;,-��-,,�ii�z�,��,�'-'---',,�',�,j \_/ - . ­­ -I* � 1- �'i ; IX \" I "I � - ­­ !- F, I � � -,, I . I I Ll_':�Kl - � PAXrF � I I.."O'' ,� � I r- ­L,� " , , I , - , _k�-,, __Z�l I � AT" - - - - - __,� - 11 - I I �U� i � EXIST- I - - _F -X - J ! ­7 -1 - - I - � �i Opt' I - - - - A. Z� - __ I CONCRETE BLOCK I I 1­93 I - (1) - 11 : i ,Vi \ - 2­ 1 1 1 8 REGUIRED. 6 , - I I . � ___- _-Z i !� ! i ti (D. .111.?,T1 I ,�"*, ir." - I i 9 1- 8 CA�WVON) I I, ,-- ____ �,,___ 1­1 I AAA__ I-- I 11 11 'A I I� , ` 1; 5 I � ; I , . � CASE a (PLAN) I 1 4/"" w-, I _t = 1, 1� � = --- 11 i � _; Xn* SOME 3/16.1, _; "I" I Aeftloa. of - 1 , , 0 =--,I NWBL - ,/2. . SU"AIAI IF _Y i �, "V . 'I; r­_ - _N " ��', A / ,*- � - - A, HNT - " I "" "' ' I - , - , -_ i MR, so`mu 1 2 _;1 A : ! ; `NXA,K mv."Irx I A," - 1. '� - " - __`;_�� I I I 01, l"M - - I ,.� ,_ __ '�` " ­ I 1 - I I - XK,HUKt1 � , AT, FEA,MKIK, I 1 W ,L-, XPAAK� (DAX% L%,=-� 1 (D i , , 1 - T� 4 . I t_ F I "N . "'_ 41 . ", - - 11 i i I ! r. 1. - lo-LKI-4. _­" ,-,y g t_. J, A � z I I ,,,I- / � Z.- FKAJ I . "I'-, - � I I I � . i g - -1 4%03� -, i ..... . I A- PA_ I-,,- T , __11 � � . i ___ , 4:,__X= � 7 �, " 7 77T 7 � ! � 7 � . I - .,:, I AT "Wal I 1�­ ,(J,g� _� _� a 1-1 "I ___-�771,77�7 �I It � . I ;1 III` \ - � , - , - .1. `1, ' � � : 1� I I - - -= E D. 1 I mr-- - I E�Dftl POURED - I 1, ' ' i "Eft� I - , , � I ,, ­ COW � .- Iiql ! QSL_r,_� , CONCRETE 1�� EIrITNo Fv- L, 7 D __" - I SCALE 3pa.1- CA"N) REFILARED i : E; I i I �_, """ ,��, - - ___ ___ I ;E� �-,, : CONCRETE BUICK '01 --- '' I 4 /2" CIW�J_ . - _�_ _W ..... MMKAX`__ ,1 I I REOUIRED . , , I __ . IV , , mar=. _FA_ 7� - "X-. DR AANOU,xm I ,�- ____1___1_ _ - ___ - I I # I 1 ­:1/41 ob, , ___ - =_ - � - F. -0. - , FEMALE 0 AND NoSLMATE ,:r' .1-1 _ -, - I I - ­ � 1, AA - - T..- :-.:,v - , - , -�-,� "L - � , ", � � " .::,- - I - I i = , - ,_", -DRIP I GO CRETE ANCHORS �, L_ :,-, PLUS OR CF TAP 1 04 I r I ISEE SCHEA)ULES ON M_ SON 11 I - - - - - . �; I -1 . - 1 SHEETS a IT 9) .1111,11 SHEETS a 1H*oUQH 9) WALL 11111OU"XING (ID I gpqMw ,, Q~ ft*1I?MS_ ,", 4- ", - �, I ,,� (f� � ,jl)-o wl%_� M.- wm .t. " A -_ ,_ %,=-. , � _. EDGE OF EXISTING * NEW I* WIDE A VIVITIES . qa� E,G� -f EDGE DISTANCE - tNXAX - INO -.1.) OPENNING 0-9 I I— THICK ALUM TUBE DR i' A ,SEE SCHEDULE ON CASE F (111M) I � I . - I EY35TING STUCCO/ FIT WOOD PtATE SPACER I SHEETS 8 " 9) SCALE 3/16-1- J - . r,_\ WOOD BAND , . , � Im . ; -, I�, \ , ��_, , I ! I * NEW I' WIDE , YARIES A 1/8' , _. SEC ALUM, TUBE OR I� Ti VARIES _�` � I .9m; _2 __7_� f � FIT WOOD PLATE SPACER -11 1. A � 6041NO TRACK �_ i TOP & BOTTOM MOUNTINGS CAN BE I i I a �_, .� CONCRETE ANOFORS ., I COMBINED IN ANY WAY TO SUIT ANY CAIA�&( , X INSTAUAIGN. ,E!0N1 RA, - - I I 'a ; (SEE SCHEOL" , I -, _T, SHEETS a IR , ------- ..I: " - - A I ---- I ,,, I o�,*­ h� � I ;,�, c= -,t 1, >, ! ,a) 1 =�Ljcr ,�, � I L , Ext"hic, ,� s i ...... : ... Z , 4; % � /P., KOM _, . A, , , ,._1 t,clENs'-'...�t� Mo _oOKOK � CONCRETE 04 - �_ ". FLORIDA BUILDING CODE ( III Velocity No cone Zone) ­f7,iiw-;l, W VACEK - ____ - .%=- ,�� .M. NI W $LOCAL �� - ,I og.,A, IIAL 4ROM H- ' ."" r."Col w_ FIP, Or"V 0 . ify a MP.. .".11c.pu "'Ack"T H�l I ! No 44167 " I 20 GAGE GALVANIZED STEEL STORM PANEL SY - 4c * � ­ , - C­ -1 -- X6 SCALE 3/9-1- = -. Ile cc­p�___ GLOBAL PROTECTION PRODUCTS, U.C. '/'/' � -a'. TE OR - - z - - - -- ­ - PAT'. DETAIL MR SPACERS REQUIRED AT TOP OR � -P'. - '�,_�__ I E C 0 Ili, Mae e., 5 V.w S (��,*- , Z-,�- co.PAMY um, n- SLH`NRAflAN­._ 20-176 SQMM R101" - fl-64 = 1. , P'L. t-) - IQ =90amp BMQS , , A _1.. l"'I Ift 1_111. Z11i. I - 1 -­-;��49 'Of'- , I 1-1-1 - ,DAL 1�jsa,,,Afvw_,pxrt - c"I""' "' '%;,�L fululf PIE, � I - L_ IT I � --- I I PRODUCT IINAT,EATTON REPORT NO, 20-0717.02 2 RE OR - Large missile impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code, Uniform static loads asper Section 1709.8,3, per ASTIM E-330. Test reports prepared byAmericain Testing Lab of South Florida, Report# 0814.GI-01 dated 03111102 witnessed by William R. Mehner, P,E., Soriz Maroz, P,E, and Henry Hattern, P.E. and Report No, 0219,01-09, dated February 25, 2009, signed and sealed byEdmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per ProtocotsTAS 201 & 203 as per section 1609.1.2 Dfthe Florida Building Code. Test Report prepared byAmencan Testing Lab of8outh Florida, Report No. 1123.01-10, dated Novamber­23, 2010, signed and sealed byJulio E. GonzateL P.E. Tansiletest report No, 9CM-198 by 00 Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P.E. as per ASTM E:-B and Tensile Test as per OC Metallurgical Report No. I OKM-1 3i8, dated December 1, 201 0 signed and sealed by Jerry Jacicfano, P. E. as per ASTM E-8. 21_3TRUC.TUWL_��A�L�18, On 24 Gage Galvanized Steal 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 Building Code. Calculations prepared by T11teco, Inc., dated 12fl 8110 and 08127/13 (for this revision), signed and sealed by Walter A Tillit, Jr., P.E. 3. MISSILE IMPACT tESI$ A �T__ W-S Large missile impact under section 1609,1,2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201 - 4, WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wtnd pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, I 1, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175, Maximum Anchor Spacing shall beas indicated on sheets 5, 9, 10, 1 1, I 3 thru 16 and 1 8 of 18, of Product Evaluation Document (P,E.D,), drawiqg No. 20-175. 24 Gage Galvanized Steal Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. PRODUCT RVALU AUOMM.PORT XO� 204=61 3 5A INSTALLAT-IQN: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12thru 18 of 18, of Product Evaluation Document (F.E.D.), drawing No. 20-17S. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14,15, 16 and I 8 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 6, .MATERIAL CHARACTERISMS AND SPECIFICATIONS; Shall be strictly in accordance with General Notes and Components indicated on sheet I and 2 of 1 8, of Product Evaluation Document (P,E.D.), drawl ng No. 20-175. Anchor specifications shall be as indicated an sheet I of 1 8, of Product Evaluation Document (P.E,D.), drawing No. 20-117& z,,��ON_S ANA_C�D1nQLN_5,OlF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated 4" on sheet I of la of Product Evaluation Document (P.E.D.), drawing No. 20-175 " 4= prepared by TlIteco, Inc. and signed and sealed by Walter A. T11111, Jr., P.E. C%A 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES _V1 as defined on section 1020.2 of the Florida Building Code, Ael_ _J 7.3. Product shallOnly be installed into poured concrete, concrete block, and =) wood frame structures. I" Product Evaluation Report prepared by Walter A. T1111t, Jr., RE, (Florida License No. 44167), President of Tifteco, Inc. (Florida CA-0006719). Ile WATILL D!I TILTECO ADMON RECORDS �? E. REPORT.2( GALVANIZED STEEL STORM PANEL kDRVVG #20-175 i 1/4, 2/4. 3/4, 4/4, 5/5, 7/5. I 10, 3W/10. 4W/10, __ 6 5 5W/10. 6W/11 & 7W/11 - 3' MAX-__ - __-, ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEETS 0 & 9___ - __ 3' MAX , I* M04 -FOR WOOD SEE SECrICNIS ON SHEETS 10 & 11 7-I" MIN 7 1 1 __ r 0 6 � - ____ - - - � _­__1_1 -,."-- , ____,___ D.M­a)"--,. (D,_111_1 6--`- --- , I I ,� I i I � k,2,./ T--r-_1­1 -T -r --- r .... . ...... - , � � _4 I , I ,I 1 - _r --- 1 --- r - � `-­--7--`!­,---I---I` 7-7- I � � I , f I 'i __T_ I I __ I - -I---- � I ---T--r­ -_ - � - , � ; � 1 1 f i I (a) +CD), (�)- 4 , (�) ! i I , 1 1 : i I 1 � I I : � I 1 I " , .1 i I I , 1 z � I I J I I 1 1 1 � � I I , 1 I 1 , � I I � i I S � I I 1 1 I 1 1 I f i I I � . i i . I ! 1 I 1 i i . � I . � I � I I I � . I . I 1 1 ! I I I ! 1 I I I I I � I I t i 1 8 1 1 1 I - I I I , I I , I I f 1 : 1 � ! 1 1 1 � I � ! I ! I I I � A , , � i , I - I, - I � -, I I I - � " � I � ­__ ­_ E� 1 I L, _-L I. -A. "Al-1--L --- ---- ___, " I - ] [ ­­ ­___ � I _-, _,.I -_ _IA I , I 6 �", i I "I ­_!_­�­11_11_­_,� I I 1­1' 1- --- �� - T , __­_­_1F__ -_ I ­_ - _f - -!-- -1 - 1- [ � I , . I � I , i I I ; 1 I I I I I ; ! i I I ; . - I I k I 4 . , 1 I I I I I _L,7`11_�, . I I 1 i -1 � � I I 1 I � � � , , , I I _1 .- ; - � [ 1 . I ! I I � - - ­T � i I I 1 I - �� _F 'O I ; : i 1 1 -A- I I - I I � i i I I ! I 4 __ I I, __ - I I T � , -W . ,Q� I 1 i , I � � I . I I -r-7 - : � . i ! 1 1 � I I ; 1 I ! i I I : i i t z i ; I I I ; I I . I r I � � 1 ! I I �� - I i 1 1 ,,, 1 ,­ - I I I - - - - - --- � . i [UNBOLTED lm,l � I " � i : I i I - 1 BOLIED Ni� W1 1/4*-20.i� ' I ' -j I 1 2 1 1 1 1 _� � S.S. M.S, SOLT W/ 710' A 3/3:�' � �, T I(SEE SECTIONS AS � ,� - , � 1 I i [ I 1 I WINGNUTS, 0 EA. OVL'RLAP I . 11 � APT'LICASLO � � , , ! : I ; , 1 i i . � I I . j 3 ! 1 (SEE SEEM DNS AS APPLICABLE) � 9 i . I I I � i ; I I 1 � i � I I IL I ! ! ; I I ! � I I 1 I � ; 1 : I 1 - � - , -_ - § - ; _ , I - - I - �, - 1_ . � - - ­_ .. - _-,-- � �, I ___ .__ - - 4 � 1-1 � ­ - _1 . � -_ , -, ­_ I - � -_ -,- -_ - . ! � I F_ , - I I -f- - , I i . 'T � to I F `­ 5 -1 , � - �- --- - r - ! I - . . � I f � , 1 � I 1 � I I I I i I t � : 1 1 1 : , , I � . � I � I � 1 � , ; I .� � I I ! I i � � I � I 1 � , � � I � ! ; I ! I � 1 J I ! , I 1 i , I I I 1, I , I I ; � � � i i I : I I I � 1 !� � i ! ! I I i , 1 , ; 1 � I i � I i � , I i I I 1 4 1 1 1 1 . I I � j I � i i ; I I i � I i i i i i 1 f i I ! � � i I . J - 1--, I 1 , i ; --- 3 1 iii[ ___ __ - I __ i i , , � , D.VI_g.&0_ --- 1 - - � - -'I ; -1 ___ I - - , 1 - -14, " , I , I � @ - I � I 0 I ,I. ; r a I I i . 0 1 I : , 1 & I i 11 w I - I I 1�k I __ 1 I I - I @_ (�) - (�)+ @ - @-r� S" MAX 3' MAX( �_, - I' MIN, - 1/4, 2/4. 3/4. 4/4T 5/5, 7/5, '. I^ � �_6/5 � I IW/10. 2W/10, 3W/10, 4W/10, r SW/10, 0/11 & 7W/11 �L_____ ________­1.1 ANCHORSz FoR CONCRETE SCe SOMEDULE ON SHEETS 5 A 9 . . _,____ I - FOR WOOD SEE SECf*NS ON SHEETS 10 & It - &E9VL&R_5TM PANELS (1) & ,I'& ELEVATIQN NIT.S. 2.67' 1/4' M.A. GAP (FAIN. OVERIAP -i_WrQf VALM � - ,-- ,_J ___ _,, I I I - __ �, - I'll ___ __ __ /-\ _"K'N , `XN`�� - � ei� A. A, I- _7`� \--/ _T1 ,/�, 1 1- __ = ­�,`­ I M, I V,51�1- i 00knWAVT411 S WX, GAP, � I "A"I;,1i5I,_:.....4# A I Ir-11 _V .- ,/A Lfrl� --*'-,v ,�, *,r,ENS;,.-.1? 11_� FLORIDA BUILDING CODE (High Veloefty NUrricane Zone) 11 QJ Z, I A) I 1__*W.1111_ - - - ." S c'MaXI ,'Mo. W. 20 GAGE GALVANIZED STEEL STORM PANEL F.P. 91 ", 7 I - N 4416 --L s D100I W. = : * ___ -* 1 SECTION A-AE- *'. I � __ \ GLOBAL PROTECTI 0/2"O"I"", MTS. !�, *. �5�_,?-,'�',V -- �­_ ­,, 111LIECOII 1 ,0 rATE . � I / .W 1W 51 STREET -, .35 �. , � a . cm c , �1� 0, - - o R M%. ._� I _... I �� I .W. , FT_ OPAC FL =11,�,, 20-176 M F, 1. TOW- _nFN, - '1111_% ilp - . - 4 - 1K, � Mo.­ ORW" .: '%l4./D", 12 Ae-1 - w AAA- - I - 5-M 3 0 n ,�NAL ' ,# CA-0.00T, I- F - - I � 1,01110W AL/,F ..... - - - 1.11VTO' A TUS' .., P.C. -1 I MI - I - I I INSIALIATION DEJAILS EQR REGULAR EANE ,a- ,&-a INTO EXISTING E!OUR D CONCRETE QR QQ_NPRETE - STRUCTU_RE5 RL9&K AFICHOW. FOR CONCRETE Sm Sr"GiEDULL ON SHEET 9 . : _WT ED C014CRM - 1_._P Z= _NURED CONCRETE I Koci< - ­­­­ ­___ , - , � .. .... - FOR WOOD SEE SECTIONS ON SHEET 12 i ONICACIT BLOCK . REQUIRED CONCRETE ANCHORS ____ I .r.r'.111 REQUIRED CONCRETE � REQUtRED 3' W� is'. 3, M_� I* w,. (MM OVERLvP - war`� %I, AWZ 2 L-t - - -!I - I (SCE SCHEDULE ON ____f=11C`T.M= I W7.11K.== DAL I No w4v 1 i SHEET 9) SHEET 9) I SKM 9) � I i -W --- ---I ! � ,-,, ,,'� I I I I I - i * , 'or � 01 � ; "W r - AT 1, I I tv� , "" - ­­ - — ! i -, : 1 ,�, 1 f ,,, : � ,� , .. ­­­1 � 'Di , I I j �,� .-7---I � , 4� I I :i� ---jr e � 41 N I 110 _� 1� � i , , 1�� _� 1, � AT, i , I , � 1 -1 If �!� i � � ; � � I I I � 1 4 ! rz::Z",�� � -_ I , - � I 4 � `:1_11'�� I I I I _F I I I 1'�� � � I - I - �` L j� i : � I�j : � � I �! I I " , � ,. : I , , I � ; � �, � I ; ; � � , , : � � ; , I f:1 ; � I . I I I I . I I �' - : �" ; , � : � : �I I I sm � � L I : : �, 1 , OF 'L* 11, : I : E,6- ,� I J � , I E.D. ,�:, % � . Li) � : ­ . I I � :$ � r � I � . I . A � �- 40 I - ,� � " , _(3- � 11 I I 1, ,� - I I I , ­3 , I _'. , . I � - -a, I I ; , � , � I - _4 t �, , I � I - - - -_ ­_ -- I I I - ­_ .- - -_ �� , - , , - __ �' __ - - -- - , _ - -_ - --- 7- ,____1 -T - I -, -_ : I , , 6 I , i I'll I ! � _�_ ; 1 .� � , � 4�� 11 1��A : � I I �, , I , , I z 5 1 1 ­­ . . : , I : 1,; �_'r, � .���I I I I I I � � 4L�Aa� � i I I �� , I � ,I � ,__ 1 1 1 � it I � : � , � 14� " � i,� ", � , � I I I ,� , I I ; � I �, I I W; R`1=_ i I I H_ � I - vcrft� - 1 AA _X=Fow , 1 1 "=), : ; S , � I aF TP I � 1 1 IT . a I - I � i I � All I :,* 1 I � , -_ � ", - IV 4 1101 , i , � i I I_. � I � L i � , I � 1 : I I � I 1 - �`_, - -- � 9 PAIMIRLIN) i ; I I I : I �� I I 1 16 . 4 , : r I - , � I � 11 I : L i : I � I I . 'V I � - , w -_ I � I I - I ' L ' 6 : '/.-_`N" ' ) , I S U` 1��`� & tj 7/ 'A , I -. ?, ' kr, I _I , [ - _Z� I - "" , I I'/A­-/ ': I. ... IF 1� I I-- I � - I I )"* il . - . i, � ­­i g, I . I 8 - � . . ,-/,-_20.r I �. i � W'I' W/ i 0 . 3 12' _; _ _1 - 1, ` 4 i ; I - 4,__ � . I I - I I . � � - . - d I . - 5o" � , - . �, - r �*- ; 71 - � 7 " - , - [ I I � Or *L1 I I . � f z � � � � 1 � , j � 1 I r : � , , '" � I 1 1 1 , : I : ; 3 q f I � , I i � � � I I � � � � � � i ; I 1� A Id �� i"W" OyMAF` . J , i t, , I I I .1 1 , OVMAP� � I , 4a � : � F I I � i r ; � : , � i I I I � � � � I � 1 1 I , � i � � ; � . I , � I I I I : � � � I I L I- , _ -----,- ­­ r r� . 11 ­11 � - ____­­ ­_ � �,, -- - I � � I- - , - - -------I - ., ! - F - - __ .- 4" - - g � - ­ - 1, - 1­ � .- I I , I I � I , I I I � � � I I I I ; I � .... � ! I � I I F, ,I � i 1, , � � i 9 � I -I � , . ] lw�'- I i I , 11 11 I ! I I .. �� 11 : I "I I : I I I 1 � 6 1 1 1 I I I I . I P991 � 1350% wd W; ; OF I � ..61 F 'L . -­77 ,I i � 1 I I 501 1L` MAX , . I I . . . lox mw� � . - , : , 1, ,�� --%---a -,-. I - - 1-jit,.,t %. it am wa .i - ii.,,- 3* WAIT, - D.N..@ at 0 I, MITI- I I �-777,F77 _ � � _-a MAX ,��, _" . 1�,_�,L­�I,�, , " I I I I I - "fl", I", -r'.,',`,, i I I 3 � 'I'll � I � i MAX �, L I - J. � AMCHCRS� FOR CONCRETE SEE SCHEDULE ON SHELF 9 -_ - I -1 . � I _­ FOR WOOD SEE SECTIONS ON SUMET 12 " - i E ,,,,,,, � � " � � r � i� .�W, � , .: , , � OW 8 12 L � : , , � . � � 1 " � ' , k i , , 3 ' �r. � 1 11 � - '�r� :` 4 . � . /111 I LID �: �, , , . I - i .1 . ' & Q ELEVATION REGULAR =M W��5.�d I 1 ;- P � -I t, ��)T,_,_c � � , ; I I - - - I I � ,-C-1 __�_ - 1 I -� � I/C MAx- GAP _7 - I , I �? �, 7_� I I Sw 11:1, , � 1 2.67, , -1 --- 1. 1/4' I � � 1_' I_* , : I 'LL " , i � � �' ­149,/17 W.3, " 2 1 2' C. "ING Nkn i I �., i CONCRETE ANCHORS - 1-11, -_ I , -1 -1 . .. ... = --- ­_­­ ,,.,- 1. ­. r -1 11 - _ ,. - I- ­ I ­ - - -_ - -_ - � - - I - , _. �AICRIETE ANCHORS STAGUERED i ,/ CONCRETE ANCHORS 11 (SET SCHEDLAI ON I (SEE SOMKXE ON I/47 SHEET 9) MAX : . 3 Mo Sa scREDLILE ON SWEET 4) SHEET 9) MIMI) off, -P ­-Ir BLW OR REY�Off: SNE 09 J;=CcNC AEOUTRED SECTION A -A (Tn. SCALE �/32'=I' 0,34=1 RWAW REDIARED � 11 �� I'll I - - - - - - - . ��� led 1- I. -Al SCALE 1/1-,. SC&LE 3/8.1- -E "fWfl-.J;Nf" - P, 114 ­%, ,r121111 .......... 1. - * .--. rXN.Q .-_�p lil, FLORIDA BUILDING CODE (High Voloolty No cone Zone) - ED - ,E DISTANCE . ,EDr SEE SCHEDULE ON F TOP & BOTTOM MOUNTINGS CAN OF I . : . , I ---- t - = . ! a t f___��'4- �___ _*� * - .- - - S 0, 01- -, , :� -&*.-. - --- P,KTX TIMM � 20 GAGE GALVANIZED STEEL STORW PANEL - _�__ - I .1. — GLOBAL PROTECTION PRODUCTS, LLC. /T1 LTECO,�� F�, DRAIN, In; 07AMI/2420 ,m, SHEET 9) COMBINED, IN ANY WAY TO SUIT ANY INSTALLATION._ V_Ii� 460D S_W� 51 SIREET A IK ____� . �,T -- .= I 0-- I "AlITA)SA. _,� vipl 20 -176 .. __ 7 1lX .. / _"),,',,',�,',1,JNA1C __.. AN, .Alt _ NAUNWI Of, _.M AN. AKNFX _7 MAX) ��=.:�7 'XIOIJ,co"AwAlt , �aowlis . — - -.1 — I- - -,;. DRAMW ft -,. 001,010 _M`T " A INUTP PE - - _�T- - I � =­O, ii, A L-12i - -- I - -4--i (2) (2) 117- U) _0 —Cu > (1) C- -I-, 0 I.- Q) a) L_ 0- CL C: 0 _0 0 L_ C= 0) CU _1�_a 0 ­0 (2) — 0- Cn . Q) t:� a) -0 0 0 -0 - -0 0 = 2 0_ C 0 3;: CU = 0 .0 4- M LL. "_ 0 — CU > (n ._ . Cn a) Cn " -b-1 CU L_ CDL !E F_ CU -0 40 . = 4-1 Clio ca. < I . 10 -W . = W -0 ZIA L" = - _= = =_ - =_ r- C= M C-7 en C,4 _= = >< 4 = LA_ C�_ to C= - -0 C14 _= C= M 2 C-4 &,- 2 W 0, I =_ - : S - = -1 = D = - -% : 11 .5 M Z - ; 3: - ,0 0) _=1 3 .5; Lf W . = .S ;,- " 7E-,.= r= E 2 cl cl- 0 ,_ Z 12 W mi (n L. W =3 C/) (1) C� M 0 � L. L. =3 LU ZE Z_ M < _J 0- -4-0 (1) (1) C_ U) M > 0 L_ CDL CDL < ­AI_AAAJ 0 =3 _0 0 L_ EL U) IM M SHEET NO. SH 1.0. r, or 6. *Pp. WALL AND FLOOR MOUNTIN NUNN .0, In, ZT16=1 MA, w PLIN51ALLARON F "INS, OKI IoUFIlx m 5PLIT eANELS WVIN T­ wIn T_7F Al _T ITT _7111171 I =11- Ir T MIZE V ILL A al S f _4 "A"U"S' �4)' -7 bol 901, __42) $,11VI IN" I- E v V f t""s �"�& 2 IMP PAA,` P= Ium 0.00, POVINA" Nw 112" �� 01 Plot ­­ M= moo, J, EV� J -j-r T T [T- k DELALA N;K.- -4- �J 111V mlov"INSIT, T i 111VI-f R r Yw, . I _2 MA"TA`,Pm INTO Is T OINE'm oft, wo'i" 1114) slow w Ak ANA, .1wL AM 0 V."A TPIN', #11 =0 -1- *100. _T 2 w, A 1/2 T" ny, Top A kmAI A, lAkull" AP. vill Y %CAL_- Ip*-i, 77-t-777,77TW OU, OR PAN, MULUQN-.%QHM= SPAN tFQ TUBE: OULLNTO SHE"pi 0 A) At '4000014!N, T A 0 k*. Ta Ill To pfo�-� Ka, — P., IV 1 AT MIT FRITIOX tL ik A` I 0. V1,011 13 Me't, A 1-w TO -,1 2",, V. i/m, No� 44167 4, 5PANS Y FOR %EWN PREIMW RATWO FLORIDA WILDING COOL (HIgh, Veloctty Ilturefearts Zoos) LOT To o f, A SECTION 1 �Ipk �,�,ltopjo 20 GAGE GALVANIZED STEEL STORM PANEL SCALE 3/6-1, 0711510" IT GLOBAL PROTECTION PRODUCTS. Lm NOD I "LTC 0 NOTL MUW PARELS ON S%;kA,A%,9E #�W OR R WOU OF OPENING. — obl,=- Pz, WAIT" PE E�ftm aul;4w son 7 m INSTALLATION DETAILS FO"EGULAR PANIELaj)_" INTO EXISTING WOOD STRUO—Uff.S A, VIV A .A k I—.. tu.— .Von $TA, AN, _-T ------- V �- 4u E A, r 01-=aPAN �A i- P;m w. JH1EAUAILQtL_=_AL1ERNA11YLM Scs", Ile - I, BUILD== _1w A,— Abell HWA"MON - ALMNATNE I SCALE-' 1/4- 1- A muNG it am mougn WALL & ELM M - ALTER14AW INVAUMM - AMWM AW (SEC110114 AT TOP IS UMnD TO +%,5-67�0 KAX, SCALE, 1/4- 1- INSTALLAMN KSD, DESIGN PRESSURf RATING) SCALF-- Ile I" SCALL' 1/4' 1 F�11 rAAOR MOUNTING INUALLAMON - 31=10 AAW Tj SCALE,- 1/4' - I' 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS' WITH kS,D� DESIGN LOADS UP TO +55.5, -724 PANEL'S LENGTH UP TO P�ItLf'AND 2. MR NEW WOOL) FRAME CONSTRUCTIOW WOOD MEMBERS TO BE SOUTHERN FLORIDA WILDING CODE (1119h Velocity Hur cons zjonbl) PINE NO, .121no r0sm m TIP 2, W/ SPECIFIC DENSITY OF 0,55 OR EOUAJ_ No. 4167 20 GAGE GALVANIZED SML STIORM PANEL PAW WII _QF AL PROTFC N P OU I LI.C. TE Oil TID RO CTS GL "OF rx, III grim �Avr, mr; NG BE 0 Rilb� ENTINNECRING C41TWP mvC I=. TOP BOTTOM MOUNTI I Zii7� SONA COMBINED IN ANY WAY TO SUIT ANY 271* 20- 176 NSTALLATI ON. _j 000,t 44"in, CONCRETE ac"OR$ COMPETE ANCIVR5 OW'ORVIE AAACHURN SEE someoAx ON SPAET (SEE SCHIC-PuLL NEE VD40TILE 0A MR wow ScRw� Sm SECT" OR Siw Is OA� & A) SIRS" /4. 2/4. 2A(4 3/4- iw/1 5 2i W/ 4/4 MORED CONO Im. -wa, fqw t..,50- k6\ — anF9 POURED r -MU`Rw I[ ILI r, u HJJ j -ItIll T' 9­-1, 1' 1 I'T I I I I D.- PAM L) j WITATTIR PAPW (MICRON PAIIEL) 11 SHOT 14 1 lFult, PAWILT ffoR IF,. W..'Erruh, I F m41— m - _,- I r-. T j "V'R, A - It 14 STW 0 12 qt�' ox, H, STUD 0 12 1,17 OX, RE I --t I MITI, E/8- W.. ivat n ISO, art y M 1-11-L, 11-1-L I-- I L 1-14- `jF"­`- *Ff-f (SCE Oro" 1/4 1 & VIA) 6r, LOCATM I DEC DVAN5 I/T4 PDL*ED to bc I OR Q0KRm RORM WAU, RMANUT A 2^ Wk & Iw/15 ALTERNATE LOCATION 014 LIFE SAFETY PAWL AREA */NO LIFE SAFETY PANU$ I LOCATION �F (SEE NOTE TKILOW) RETU PAN N AN Lm FIT$ W/ 0 RAESTy Y z W/b RECULAR TRACKS awil Owl LAW PAN& BE INISIALLEO AS on UFE SAFEly I'ENNIS SHIN4 SCIIEOLU FIR S,w 1.18 OPTION JIF1 AIWA e;=M50 KANOUE 16 REQ1000 TO FROM INSIM Do scmett" OF STAUT�TURE M11 S1411:1,4) WALE =-.101110AJ SCALE; va- A, I- SECTION SCALE! 3/0* - 1* 41-1/4- A_ x PIP r UVt SAPEITY STORM PANEL CAN BE LOCATED AS AN END PAN" (FIRST OR LAST PAWL) OR AS AN INITERIOR PATEL, �AW PAW1 LOCAOCTH IN BETWEEN ENDNPAN� - IT q(j�, LIFE SAFETY PARELS MAY OR MAY NOT at INSTALLED ADACEfITT TO EPLI PANELS �g* (W/ OR W/O RED" TRAM.) ft-F "m I 2, OAK E�ja PMM_ CONSISTS Of' 0435�1 CALVANTZED STM STORM PANEL AS PER 2 Or DRAININtL .,SgW SCALE I' INS ISELF TO BE REM&vM OR iNSIALLED, F90M THE N$iOE Of STRUCTURE. -i `RRN J, LIFE SAFETY ON 9" ro AN E06 JINTES COMP CUT WM`A T BE COMPONEjJASR r Sj�,72TMOFCKT11405 BRITONS, Y COMPON[Sur �Y BE INSTALLED WALL OR FLOOR MOUNTED F0,1LOWING SECITICAIS I 2 ON THIS ON SHEET, AS WELL AS DETNILS 1 4, 2 $HM 14� gh WWI FLORIDA BUILDING CODE (migh Vejowelil, No cons zone), ,k M;,i. LENGTH FOR COmPOND0q).m 16,� z IT— i i NO M.. ANCHOR SPACING MP COMPONVO 0 ANCHORAZE AT BOTTOM IS OVER Eft 20 GAGE GALVANIZED STEEL STORM PANEL FPI. SCHEDUTILES 1 & 2, SH11T T4_ 1 WWI W, CDJAPONENT (5) MAY BE PERWAKENT 'IV. REMOVABLE, QVINVITURN GILOM PROTECTION PRODUM LLC. b, SEE DETATI-S FOR INSTALLATION IWO WOM FRAME ISLYLVINIM ON SHEET 1�, Wo " 513 IL IECOimi.. �14 SEE SHEET 4 FOP. DETAIL APPLICABLE TO THE NECTESSIN FOR IRE ti,$74LA�Lnil F a IRSVPIm* r=m NY T2 ww_ 20-f76 Sf'ArEn AT TRACKS INSTALLED ADaACENT AND ISMIN) TO STUCCO/W003 BA14mlor PINLI _04ptlm —1.01M 1-101" )MI-7545. FAIL DA-i'Acom WALIER A 4,� P-t DE "UNS, I To Arm MY OF .Soh. _?gv 7­�* OR USS 2 /4� I THAU 0 A 7 2 3w 1 RIAU 5 4 7 To 11�21 a-! 2 go if m Am m IOL-M VV Vj4'#-2s;tj'S_-, I, WASIAT 9 DSORAP A, 46,SM tr FANEL wo Owy MITT PANELS oi& a As PER SECTIONS I -a" 7, ON Slims 4 * m MOMIUM A -SO, OESKIN TOWN CF W-0" AwMan spaw. Am Em - 3 Ilr CALK-W —7—pmaAMTz puls IQ -ol CONcam j N/A N/k N/A P. N/A III^ N/A b� N/A A/A a. N/A __!/A N�l IT/A E. "/A 57 N/A 2 tuanow �E&� -72-0 08 Im r R/A - VIA 4^ VIA IT, "/A N/A 0. v* — — "-S- OR Loss 91 A/A V� R/A C NIA 4 N/A A'A. VA 0, I Tot IT/A Ill E,j, LONG Won INSTALLATION_P��R REGULAR PANELSJ) & I -A ws, * a Ile o.,- POR 140"Im UNIT'le UP 10 e-w AND f 1/4' 011. INTO EXISTING WOOD STBUQTAM IPR uNcTim up Ira w-r u- I* it PARMAJAIE VENICE ID OR PANELMAn 0 M 1/2' O� C. MITI I LlW W. THREAl rVISE7FATUON TO NOW" FOR ALL LOW" TV Wsia 77" �M E� NOt 6 v Mt- P` saw "Emp .00II'm IT AuRm IN ALUANWYE-M I ON tot- 10 OLASS, , V I. m J ED m ED ED, Sid, L" aRl 01,51111c; �T I'm RMUM PA)y * Sol 'S OR 4.0taTHE Up III sl�cr AND z T 'ANDL w"l UP "BANLI 1 00 1/1' 0` 1 "1" 1 -s' ZLINA, IN MCI TH, or vasm wow "It FOR ALL L"MR, LIP 10 W-e M., T;�4e POPE 0 SCALE E/6.1, SCALE I/a. i A NOTE SHUTTER TRAM NOT SHOWN FOR CLARITY SC4- 3/e*T- 1, NSIXIAMORS ARE ONLY VALID FOR BUILDINGS WITH A.S,D, DESIGN LOADS UP TO +55,5, -72.0 PSF AND PANEL'S LENGTH UP TO 8'-S' FLORIDA BUILDING CODE (MIgh Velocity HurrIcINTs Zone) 2. FOR ATION WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO, 2, W/ SPtCIFIC DENSITY OF M,55 OR rOUAL 71-- JET AS .20" 14.1700. w11 20 GAGE GALVANIZED STEEL STORM PANEL Top & BOTTOM WOUNIINTISS CAN RE I "i viva ��S� El '"M C �0- - -, \ IL a a alalmm"a tolo"t, GLOBAL PROTECTION PRODUCTS, INTO ILIL III 20-176 COMBINED IN ANY WAY TO SUIT ANY TAM INTI RUHUNA­.M INSTALLATION, tot C STUDS 4 T a NA)ffll A", ux J MP 0 Slar AN, PARK W 90' ttARntl M14 0 r SN, MWIDIF 0 AIWOT APMAS11 TO MTN SE & JAA�GMUM PA14 PfRN;1*E PATTITS, ft`_t�T CONATRETE OF THEM t49,2 -S1,5 (BOTTOM) 7�-e OR LESS 4nlo -66-0 4� 2TS-0-TtwW—) -7zn 2 1/2' e 3 lly 2 ISCITTom) T-6, OR LESS I'sSm -720 1/2, A/A 2 (BOTTOM) �,I- 6- to 0-0-1 -72,0 N/A -/'A 2 (0W7O%)_VT-_4` TO 8--_rj STUDS 9 evon, OVERLAP VO 2 Z2 RkV vs, ml� oa� it t x* *P. (CASE 0 1, (9OR ALTERNATE LOCATION AT END PAAl I/4� SOL jj� SPE, '--thlERSOR PANEL '-END PANEL "O"'Cut 3 2 MR — #2 FOR Aj ANCHOR MIP, Aht SPACING SPACINC i IQ AQHEQ Sal 3/W - I' 1MUM_A4&A_1IE$WN_ERESM RATINa (majj A" MAXIMUM PANEL LENGTH -0 ,AUT., 04mm omomok I'wa. -Ttv T.'r 2 w SEE SHEET IS POR m0ow ror * SI-100w Am INTO Wm Flualk SUM&M MINUOU AT"DIM SPAM" Al KAMM mm 1ACIANcE ARE "NoPAR11 ON III$ SPEwu "m "I mm TUAN RVICAM on 5c"mat REDUCE AND" SPAXPOS AT VACM SNcAW 04 Scf�, Of THE fmLowm FAM", faa INS OPOATION TO RE POSWLF- PERM ST"Now off"A"M IONIC Ow-m WAL NOT BE LESS THAN, 0"I" &I"K, NOKA110 PER EACH ARCHOR TYK AT MCHM LUITIll ANWAM Tm 1�-� IAPHNAP waiwm DESTI AS,01 'm PRESSURE AOING lSA _721C OF LESS m ma 0 NAME, MY FOR AS PER SECTIONS I THRU 10, ON SHEETS 4� 5 & 63 WMATIN ACTIONS SRAOM FORI ED, - 3 1/2- IMTON Or TAR-IRIP CAW-0, _ —TTo ;� � -___7 —To —.m SET— — To I st m&*w Chm To mrWT I mmmm To CONGIrm .p. CONCRETE TO to IONORENE cm"Em to CONCKM m%mm To CoNoRm mwRm cow"AIMON LENCYN 'L* 00 OF THEN BLOCK aLam vuwK at NIA N/A VA 1� N/A 6_j_�/A 8- N/A N/A NIA I lymp) 72L M/A 6 a, — 8, 6 ll� IT- III NIA 1 (BMW), a- 1� N/A N/A /A N/A 2 ItTop� __!/A __!LA_�/A NIA B __!/.4 R/A N/A N/A 1. 141A 1. N/A .7, A 2 _(amQmL a, NIA N/A N/A I�A II/A a N"'A N/A N/A 3 & 4 (TQP) >T­5' 10 W-e 4 NrA N/A. N/A tf/A N/A 6�1 6 N/A 61 1 6 /A �/L_ A —t/L- N-/A_ (8110M� N/A N/A NIA NIA, 4 (8 (8017 N/A WA 12 1/2* 6 Ir� 1/2� 6 1/4- 6 1/4- 1 h, 1/4� NIA NJA 5 tTOP/W7TOM) 141A NI/A 12 1/2* 6 1/'4' 12 ;/2- 6 1/4- 6 1/4' 1 6 !/A- IS 1/4, P 1/4, NIA N/A 6 (TOP/lBOTTOM) �e-B- TO IV-2- N/A NIA 1/4, N/A 6 1/4' N/A 6 TIC 1 6 '/4' 6 1/4� r, 174 : N/A N/A. 6 (TOP/BOTTOM) TO 11-2' N/A N/A N/A N/A __N,1A N/A N/A _77_� /A 6 1/4- 6 1 4- 6 4/4' 1 6 1/4' 9� 10 (TOP) R/A N/A N/A NIA S, 6 f/4- 6 IIA- a (BOTTOM) 12'-A' OR LESS r N/A ILI N; 7A /A N/A 1. N/A 6 5 (WITOU) :W�/LA I �.W/A NjA �N/A - JET/,. No, 44167 20 GAGE GALVANIUD STEEL STOW PANEL MARK, IN, STi TE _rg C '""7­0 'GLOBAL PROTECTION PRODUCTSA ILC "T JIL A`16 R ste __� AwSm, 6TIKA OW4 IT. Wi w �21'�7: AL INSTALLATION DETAILS FOR REGULAR PANEk$a_&_U INTO EXISTING WOOD STRUQUM -10 "ANDA'Alf 11-16 #14- V-10 PARCUAl PLUS __44 P Z I ",A� D.� W, J�S 'WjKIN 70 1HREAM PENVERVION To HEADER voVAN; WITOO HFADOR OUSTINC WOW REAM z 2' WOW FIADER REQUIRED "'A"R ON SOT 90*0" g�rrr a , ON Sa saemu 04 TI It FOR IV` MARA An, WARMTON LURSO, Nw. PAN11 LENOTH No FvAD_ LENGTH PAN (SWE NOTE 1) FF NOTE 1) (sar Holt 1) , 0--t- 'IF, R, w j.1- j­­ -- - ------- Cf bft Sox OF v MAP MNX L axe 0 12 Ilr cc, � i i­ mw mw 6, Ell. 1/2- 40.6, 2-w wow I, Y,4' WWII P�ATE 2.4' WO 1-10 PANIELPIRIT PLUS REQUIRED 6D PLME _w - '+_ _1_4 RECLINED RECKNRED "'t I - , 1/4, W/ 7/0, AVN— A, MIDIME, Of PLAr- 1/4*e LAS SCNEwS 0 5 ac� SIAODERED SIT I Ill= IPT=116- AT mmwqnH Of PLATE SCALD A/a. I P2E0__MHj_ WA 113rALLADW SCALE 3/6-1, Sua 3jV-1- 1�� INSTALLATIONS FOR ALTERNATIVES OW, STW At IOW ONLY IVLJID FOR SUWWS WITH ASD, DESGN LOAM LIP TO +43,8, -44LO p_tJ. AND PANWS ENGTH OF TO 12'-4' 2. FOR NEW WOOD ER" CONTSTNUCOONI WOOD MEMBERS TO BE SOUTHERN FIRE NO, W/ SPFQF'tC DENSITY OF 0,55 OR EOUAL� FLORIDA BUILDING, OODE (Nigh Velocity Hur care zors)l S o= ul AA` 20 GAGE GALVANIZED STEEL STORM PANEL MOUNTINGS CAN BE GLOBAL PROTECTION PRODUCTS, LLC. COMBINED Ol ANY WAY TO SLAT ANY PL Rm"W., X INSTALLATION, TOP & BOTTOM .1. 1 . / (m)"P-0707 NA Sm/woommIciat INSTALLATION DETAILS FOR QPTION # I FOR LIFE SAFETY STORM PAHEL-5YaT ;zt-- 1— INTO EXISTING WOOD STRUCTURES :LAI TT 01 4—, *I. KAM L Room" ru. *,U"4* lmopa ALTERNAINE-A ALI R IYE-, 4 OR A "it i Lj ALIERNATIVE 3 AUERNAj&_F__4 N fat 0 to ALTERNATIVE WOOD FRAME CONDITIONS &_AN0Q&_LQW19N$ PAASUAATE PLU5, 11 r otl- *Q,41a, UTAI AC" KIr - I' T100,051 PENVIUMON, III wow PLATE SP41TEII ""Auld, ROT` sish" rok com"T )NALL MOUNTING IRaTALL "JO oog . , io,", ALIERNAME--tW 0,-N ­ ........ 7 FLORIDA BUILDING CODE (Nilgh Valocil IN loan Zone) E 20 GAGE GALVANIZED STEEL STO % IWASIN - i, INITTA"A'dIRS ARE ONLY 010 MR WiINTRIGS WITRAILIL DESON LOADS UP TO -0 07/a/202 NEW WOD MONTE CONSTRJCNW� WOOD MEARIM I- RE SCUTUM : _> AM \16LOBAL PROTECTION PROD / M —Le c —o7. 480c....1 -724 PO 040 PANWS U>4M UP TO W-W, 'n +S&S, s" n-,-t po� UCTSS LILC R,. I, wj wicire -176 :I u� I.%[ qAE, job. ExI`Nc.)NAl "O.'AIN 1 Tii!:11, - )KINA-71KI, PE AN, - ��! i � ii�ii- WLISA A, Pup � A, _f__0 CD —Cu > 2 ca. 0 0 CD ca. Cu -0 L_ CL MO -1.-0 0 CD -0-0 = 0 0 C1 —0 = m 0 0 t;=. "_ m ­0 M E 0 > "0 Cn a) Cn CU " CU _II-j 0_ .0 Cf) < C', Ca On, C-q ,U) C= At CIA C Ly Q, C, Ij If E C2, W =3 U) LLJ 5; z z a_ U) ICU 0 C1. 0_ 0 U) ICU m SHEET NO. SH 1.1 � ', - - � ­ - - ANCHORS (SEE $1ECTIONS ON SHEETS 17� IlL IS & 20) - - - --- - - 3: MAX ' U/17, 4A/17, 5A/I& 30/17, 441u, 30/ts. I MIN. BAW/10. 7AW/19 & BAW/20 MR/it, ISWI19 A BRI , f* r* D.M..,�_4)­ __�_.._-_ ___-��_ _____ - _­ _____.____­1_­­ 1-1-1-11 ------- I— - - �- - - - 0 � � I I 0 0 0 1 0 40 7 ; 6 - . �. Li 1 7_T_1____­7_ I — ----- - , I F T­! �'_� __ 1 1 1 1 ; 1 I � i : � I ,I �, I � I! 1 1 1 1 1 ! I ! 1 I ! i ! I � I I � � : I I I �� I I � I I s � I 1 1 1 � 1 �! , I � t. i I , I I i ! I I I � i I I ; k I I I I I 1 1 1 i 1 i � � , 7 I ; � : r r � I ; � i I � � . , , I , I 1 I I i I I I .__ - I ­ - I— 1 I _111 - - ­ --'-- 3' MAX, I' MIN. I I &-@ 11 I@ I �� I I 01 i ,I ] ! : @ i� 01 c.,@:� " C , . A !I , Imulw SrOak Awa I � i i , t,a" sTo" P-MILL I I , PATEL I i � I I I 'n wcY, Friew : i I ,!! � I �zl � � � , � I — � ___4 � ; ;- , " �, " ; - 'T , , , I I � I .__1_­__­_.:___11 , -I.--- - --- � __ 1 , - - - - _1 - 11 _j ____ ___ � - � ... ... � __ - __ - ­ _­ .1 I . I T­ _11--­ ­_­_1­__­­__F - ----- - : , _ "I 1­ 1-1, - I I I I ; v­___ ___­___T__'__7_j__ , - I' �1­ 1, ­ -1 � A IAAX� I � � �� -"I � 14--2ow Xt, us I i -,! � I 4r C, � - ; ,11 , . , "'I , I - ­ - - - � � I . - - I -1 I � PANEL "�IGTTI , - �*QP,ii t � -, _. � ­ - �1� , � 1 [ I , i - f I I '. " (sa SCHEDULE) I I , , I I I � : � -1; I � _�_'L I � i-lr .v=x- 1 4, I � , � : " � � . I ovvw i P� ,, �,f ! ;� I � . � � I � -11 � � - - , , , - . � _11-111 -_ � _ : I � 4 � A " , , -, , , , ;, ) 11 - - - 11 - --,-'-,T � . - - T ­��,_ I - I I .. . - � . ,�', I , � I . t , i I .� � I i , � � I fl � I I I , � � I I : I � I ; � � i � . � , � � I '� , � I i - � - � ! I I I � I I'd ; , � i I I ­ i I :� i , , , � [ I _�' - � � � -_ � I �'. � I 11 I ­ � . . � I . � I , , - - I � I __ � I � , , ! - - � � � 11 I I : - I I ! I ! . ,I I -, , - L_ _I. �_19 _____�_1___'1 _;-_--- -- � -_ ,----I-- �t . -­ L __._________­ - , ­­ ---I-- . I I ! I I --- 8 I I �A � � � : I � � I I I I I col"NERS �- _q J I � I 10 I � I rwl ; PAREL — 11 I � : : I Zj I Io.wg_4 -L=��J_= I _PoA,A`_ WNGKpqLS" &foff PAN, 1_1�*YETI _= -f . . ____ u/17. __ �� L_m, Lo'.m. -v,,. W'.4 3: MAX, I. * u/17. :A/m MIN. GAW/11k. 7AW./It & 8AW/21D QURIOR a*/is. 711,11/to A ww/2o 1 MIN., - - - ­1_____­­___­____. ANCHORS (SEE SECTIONS ON SHEETS 17. t 8. ig At 2Q) -- --- - - ,-- - OF-TIQN #2 FOR LIFE SAFETY STQRM PANELa,' ELEVATI!2N SCALE .3/16-- 1 - I,,,- IoY, GA .- , I r- ci)_4 DR, .1-!r. ..11 01-9 � � I- 01 .Ft SATEW � � �_ I ­��j M_ �%,�, � a,—jv,a , - k,__­-_­ ­_ ­11- I. -I. q,- , I , ;p��-­­­_.__Ap_1___ ­' � \__­ ,7 _�,_,'__ I - -1-11-14TIN " N : - - - � / I - "� " I P , , \4 /--v: "�x__���_­, \ , ­1­_­­9=___z__ �?M=��-��-�-����-�--,-,�-"-�v--,-�-��"; EnEglog L scAL�_ 3118--- IV�L-VAIV�L117M.�w�mmil*liejam;w4.l-iljz4:wf-lI .. L-i-I:4u-.Ma.lmum�,fffAI.TLIJ!EWLIZI:Iwqg".M I MAXIMUM A.S,D. I Mcx� PANEL LENCTHI MINIM UM SEPARATION I . I PALNEL DESIGN PRESSURE I L (ft.) I - RATING (p.s.f.) I (SEE SECTIONS) TO CLASS 1 CONDITION 1 +55.0, -72.0 1 W-13" - I - 2 3/4- , i UNBOLTED CODE (Mich Volocitv Hurricane INSTALLATION DETAILS EQR OPTION #2 FQR UEE 5AFETY INTO EXISIING W-0912 SJRV� 5TORM PANEL SY51EM . . - - I ­ - . -,--- ___ � I ir--------�-'I , � ,�; ,�� , , I i!� - I , - Y I I : : 11 ; ; �, I "I -ro I .U.rEll I I I k - ' I _1_L_L_LLL4`,* 11 I , 11 ,� I 11 I �� ­7 ilL; I ,� - I � 4? I I � : - I I I 1, 1. - ­_', i ----,-- -F ­ " , 11 t � , .� � - � - _.� ��: . � HEADER I �­ I % ', - � I " "I = - ".f* I , I I., � � . . , 1�', I ­,­,­,�', - __ I � 7I P� �­� 1, �;, , . I .1, 11 i'l I- "I I I .1 �_ I N *Z HEADER WOOD ,.ft _AG-141�""` _� I I I ,� i� � I QVIRED , ' ., I - /F 11 r 1 I ,�� , L I �, �tl I- 1/4-0 TAPCON 0 ff- D.C. 1/2'MIN, THREADED I .1 � �, ­— 11 � p " J� ,- , ' �1� � _ I ,� 1/4-. TAPOON 0 It* D.C, jl:; 4___ I , �'. , �1,i ­__ I � � w/.11/21 MIN. THaENTED "I � ,e , , 1, , � , , , 11 ,�, �', 114-0 T,!�CON 0 8* O'CL � " I MRCQ'I � � I� ; , � I /1�1/1 MIN ", � � , _ �_ _ _W, / I I ENDED � � I I � , I , 0 � A� —D1 AT — - I i : � 1i I 77� , FT DO At AT WOOD I � I , I �11 , I .. il" , , 21 i � I� ; I, PENETRATION AT WOOD x-, � � I I . . , , HEADER I I � " I � � , I I �, "I I �i Hum .. � !!� 11 , i I 1 � �1 HEADER � I I HEADER 1 , I " I , - I 4 �,__ " �) "I I � mn - - I I _,q I 4 1, I � e 41, .. I , " -1 , 1 " , I I . I - 11 � 1 � , I 1/2- i 1/4' __ ze" I I � o I 'Ir I � 1 I =*— I I I., �, - - , , I 1/4* I" , - I'- , , � ,� 1 ,- 'Ir k — ,1/4' le, , �, :f� 1/2- _I 1/4' - / No. I I 4 I/v �� lr!!11:1:� 7== ! I * , I . M�� , ! I I I � � I j -4 Y IL�i�` I ___ � ­� I I I . i I 12 : b I � Cowt� ___ ' , I . 7­ I - . . . 9 I AR,. , ­1� I � 1 j 1. --- --------- 1_� 1, - r � . 1 " I ,, - _ , , I , I , , I 21 . , . I I a 1-11I , , , I: Ae,� , " � il , �� � -4 . I I I : I � 7 - � - , qA_ � _ / 7 T , � 1 � T , - I , , it I i � 2�' - . , , _ - I I , MIT, ,�,, � I 11 . I : : I j — � L - . I 1, fl �_ - I I ,I T -_ I � _411. � J. ; I------ - - r: � [T I I I � � . " � . ;�DILI�___ _ �_,_ � -,- I , Did ; U i ::::::::d I I ; ; � ; : � � ! I t:::i:r i �,� � i�ft 1 I I - (3 m. -5 I —, i : � ( ,j) , - � I - ( 'I _1� 1 'T. I (2) : � - I i I � I � I I - So,wo, LX61,NG � I � I i I I . i I �� SUNKeklm I EXISTING 1 1 1 I - .L. i = v cAS' c- I- DISE s.iiv�x - I : : : 'c M­ GLASS -_ D,z 0,MS I L 10"'I - I I i 1 I : : ISE PANEL I BELOW) w %wv IN, I v MOTE I I I '. .... I : k PANEL � PANEL LENGTHI f � . �vk) 1 � I : � (SU NOTE i BELOYT) i I ,L* M__ . "tMING _`L,PAAoAA` -I To ivIsTy GLASS t � : , I __ I LENGTH AN, To— I - � (SEE NOTE I BELOW) DaTp To MAGI I kq_� � � - � I PANEL LENGTH I - I I I - I 1, �, (SEE NOTE I eflow) . sKEFT I.) i i I 4 � 1,11-11 _ -11, -, - - I 11 " I ­_ - ""*;:Gi'/ , f , I . ,I ___ .- I GLASS r- _ i jMC �c,itx,E - I I ON SHEET Im I �� t � ! I r 11-1 - . - I , 7 I I/.*0­=.I' I c% , I _ " I , i - __ , I , I- 1-1 - � _ - t I I il I I ,�._. A ,11 I WING NUT I I _� I j I 7 , � , � , , _7'�1=­'­111____ � � "! - . �,� 1­ 11 � , . ­ 111­ I , _ �=_,-,-%z�z--__-_- _,--.�,,�: " " " - . I�� -: --J-'r,�,- � __ 6 � -_ , , I "I A, 1 � "', - 1� _" I I -- - 4- � , 1� � I F., ­-­ I—, ,. -_ - I � i , , , , , . , t , - � 11 I C11 I -, i 11 I - I I I L � I I --- I I I � : i C � � i Z,: r I i x.,..'i: 7/, ipr-­�, ", 4 I � ��� � , I � i I I � ­­ , - �-7:_f'Y'7 ---- - -- - -- :_L� . I � I i ,;F_ � z . AN T � � � ,G� i 11 � - I ,� _,­:�:­ ­ ­ - _�t�:-, -,::�,' I ­ - 11 �, i PENETRATION AT � - . -1- I _ _� I �, ; � � � I � i MIDIATORN Of --LATE; I .� I I - , � I i I . . -_ � . I I . '. � I I ft­ : I � ; - I 3 i 1, I ; � 9 ; . (p I i �., � I � I -1 1- ,, I - (T i 1, I , I I - I � . , 1, � I t G. � . I � .L 7 I � I - I . I ' % 1, -L 0 I E!_ 1­1 , 5. . 1-1 k . wm__�__ � __ , i: ': ________i__��_ : 11 I B, ��) I 14 ­ =�-__ Ag EIG _­1 � , 1wG1r-____ - i - '17 -_ r ED. -1 I I � I, I ------ � _­ . . - ' E I 0. '� I - I - . - I , 1� - IBM ­1 -5 k - - I , �11 ,I, 1* ; I CC, � I I --- - �n� - I L� _-T I I r;_/,i-_.:_J/-_,- " , /4-S.S. MS. W/ WS. W1 I - I I I � I ; ]�! CONT �8`. , 3 32' WING HUY / 7 I WASHER & 12 12' D.0 I CONI : , : , __ I . � ! � " I k . ; 2/ol. . 3/32' WING ___ . I � . I I L I : NUT WASHER ISEYW) . � I 7A11__­_­ - I -- .1/4-0-2N3/4-SS. ED. : , ., . I MG NUT . , I_ - - e, 7/8`AA3/37- WING NUT WASHER 0 12 1/2- 0 C ___7 I % I I : WASHER (BEYOND) I I r I � � I ­ I.,'4', I � � , I � I I . � 1 1. I /4 . -0 TAPCON 0 6- D.C. I I I - 4- _ . 7'. I :, � _ _. 1ATCON 0 5' ox , ,STAGGERED W/ STUD) A(,��`OM TKAEADED .. I _� - _ L ir I , '' . I , ; , I ,f 1, . . I � I 4 TAPOD� 0 6* ot I _--p - .V I ST'" I I � / STUD) I � I W/I I li I �; I MIN � 7w"OwM*TMH I , .G,�M T.REIDIED I I 1!4 T, r 'wi= � MIDWIDI" I 1 �_, , 1, ,� 1A OF PLATE - �, � I "I, 1� �_I_ -11 --- ­­_­ ILI , MOYDIN OF PLATE ­ ­ ,� -_ - I : PERE= AT I , I OF PLATE � . ; I � , - I I - _K i WOW PLATE RED -Q4;47 PLATE � -1 __ ___ j WOOD PLATE RED � �­ .- ' WOOD PLATE � . ­­_ ,Rag� RED - WALL MOUNTINfi tHSIAUAIM WALL MOUNTING ALTERNATIVE IhISTALIATION &AW WAI I MQU 19 IMMLLATION ft SCALE 3/0--i- EL 0 Mw9iii- 0 BMLAR EMFL SCALE ys.-I- SCALE 316�_j' SMF 3/B1. I' ollAu""Atiq N. Tlit 'AW /P 6=1 ,� ,4 , & ..��iwi�l %, A 1 INSTALLATIONS ARE ONLY VALO FOR BUILDINGS INIH A5Z DESKIN LOADS - , -",- FLORIDA BUILDING CODE (High Velocty NU Done Zone) - UP TO .55S. -72-0 PSF AND PANEL'S LENGTH UP 10 W-8* it ., %0,4 1 . S . z . .*E tIpto nance. INC. I rp 1 20 GAGE 13ALVANIZED STEEL STORM PANEL DRANK SP 2� FOR NEW WOW FRAME CONSTRUCTION WOOD ME BERS 70 � 0 PINE NO 2. W/ SPECIFIC DENSNY OF cS5 OR EQUAL BE SOUTHERN z - = , , L_ � _-.. SIA ­ � k - - rl . �______ - GLOBAL PROTECTION PRODUCTS, LLC. ""co 11L1EC0,...\ ___ --- ` '. - - .. q I i,� .- 1__��, / A,GO t. S, STREET - � IMT� - ,,:96.-�., - IV 11 "e'­ _. .. . / """E ... S,,�,' - 'i — �w a IEPOIAEERNK� cow- 0111C 11 =14 __.. - .1 - - _AAAAMA, . .1. A�'ONH)RIII-S. FA.1. (IIAPIA89-IM117 20-176 , (KA) .I-- - - FAR AP- 1`1400"i NA, I III III 0-pc sEAIv%w.nft1QoE ­1 — I AAA It '-"' .I; — I - M-1 I,. , ., L I - - I : ; i nM_=r2_ i - I E I - I -_ I � I __ COMPONENIS FOR SERIES 2000 & I 000 E-Z HANQ Sj9RM PANELS tSCALF 1/2-I-) --- W-591* - __ - - __ - , - - . 1 15. 1 W (TOTAL WIDTH) - - - - - - - . 11 � .I -­ __ -_ I ­ - 1.250' 2.591 " — lz-- _1L- - I �-2 250"---1 I _._,_______ __.. . 12.80O-(EFF`ECnVEWTGTi41--- - - --- - - _ .__ I . i ­­ 11 ,:�- 1 : - I 3;�;: - -_ � - I I ­4 1/4- -- - ­_ - : , I .1 3w - - 1.350 -_ I I" 11 I . I " ,sw "Ll'. --i k . ii ! 1, I - - ,f� - . � - T.i&��_� _< � /___7�11 �il � - 11 2-5001 - - I"" \ . , / / - 2rlo, 3,500, TYP III 2-244' . I, - /1, n4A,l \ 2ev- \ �� F /-o­=--=— - ;70EE__ , I . . 2-SOO 000' , -� e AM A-653 11 - - , 2.5 I" 1 27 41 2� 2S,O 1 , , RED TYP. \ I :4 �, .1 I HUEDGE GRADE 50 MINIMUM % / " DETAIL �j' —_ � I I . - 'o, : - I'L , I a-50 CALV. � E::::. N, I II ILUTAIt. A AiA:� 48, T I - "' I � - - I I .�15 - "I,". - � - I - - ­ - - . . _­_ ___­_,3k. ; I f 1 - -1.3so- i �, _ I 75 i � - . ___.-1�11_1- . 1. I - ------- _IEi,._______ ________ 1250 % ,� -2.470"— (TD I , -- ­2470' - w T REVERSED -h- TRACK (�) REYERSE12 "U" TRACK _,�, �, - � �_ 1'1� "a-1-m-LIP ,.I-`. ,.'�. 1. � 1, -,150,- I � w/tIEMIAMMar I __ -.1 � � --, - - . - , � I. �, _s I !� � I - �� I'll " __ " ", -1 4 S ,�M - .1 -I �_ -�-, �O DR. L e - " I - f , I I - ��,�, � I � � - ., / I - � ' , f I �"y , .. � .121: . z, I- b. ____ , - ,�� /�� _ HEMMED - ' I -I- - I _�' Q_' 1 33 50' I H , 1 'i�� . 1 1 ' ISOMEMIC VIM DETAIL A 1000]1�1 ROUNDED COP ER 0 ENCIS OF PANEI'S I I_ �_ _1 I I END LjP`A/ HEMMED EDGC� i 12 I I I S , 7%` i I 7 I 1— k� ,,, (WT.S) t LL ------- _. _,� , A - I � - I2V 1 , - I � �2,000.___j �Yslos - - ,5. III- ,. - - -_ - -, (�) "I" lucs (�) EA��L,4 "gam T 2"W(Maxj ALMM� ANOLE - j � r- 125' 6051-TS Alkim, ALLOY I I i I I I � I — 0 �� I �_ I H.A.1 0 � 'I � 7 ,�� %, ...", . 1 1 : 71 H, �� �'�:�\ 'i 1 CTYP.) V, , 11 !� i I _1 /1�11 I 10 so- 1 1 ,am, .. % I . \),1;ENSj* r .1 . 1 1 " N I I I --I I_ _2 11 0.44167 '; Z, FLORIDA 2 * - - . � - BUILDING CODE (High Velocity NUT =no Zonv)l I -I � � - - ------- 7w_ __ S- � .2m TiTm ING 1 20 GAGE GALVANIZED STEEL STORM PANEL F.R ! 3' Me ------- j , ".. � TATE OF .,QZ. i DIA&I �. __ ,- 0,�. � Otto ;­\ - �_ 051 �___7___�, �-_, " "�, - , __. O',� 07 i" , GLOBAL PROTECTION PRODUCTS, LLC. , � A.'S'W. " AR,E, - ... . " -�",L­i-t I ,He OAT, W(MaX.1- ALUM, ANGLE T SIQP w ,,,� � v ,,,, /;, '11LIECO It K ,NaN__ . -ME' I -1. LONG I.: - ,:.= A A' 606311' a a. . F1,04r, (IN) XINS, FAIL (%4)MW­MY 20-176 -15 Mum. ALLOY - , _ " .1.1 � , 4. 1 1 CI-OX)R719 A., 1 P-E, sv./S&OAmt��'t WALTER & TILUT ,Z I I,,, _'. I � — - am.uLl.-__1��_ Znz= I &MLALLADON DETAIL5 EQR QPTION A,Z FOR LIFE SAEETY SJORM INTO EX15TIN POURE12 CONCREIE 9R CONCRETE 8L%ZK STRUCIURES lj4' TAKON ANCHORS -14� TAPCON NCHORS "4, - 6 - .,� 9. ­­ lL4­APCON ANCHORS I TARCON ANCHORS I 9" cc. O,c. 6 9* OC1 I — ii 1, .1 11, to a. OC. POURED CONCRETE 11� POURED CONCRETE 1" ..--, : �.'� OR . � POU�&GQ -, POLRED CONCR CONCRETE I �:1, �� E;fRETT ETE _� OR CONCRIFT � , DR 1�1. OR CONCRETE I ,*** , I BLOCK REQUIRED F-C A I , BLOCK REQUIRED r _C -, , SLOCX REOUREG I , I I — ... I 1/4' � _411 . 114- r_C_ " , , - I I - : - I � 11, " . I - I W_ I Xl� . " - I __ - � .. I M­ - 7fT_ I I k I I- -- -- -I �� _­_____ _1 . I " � .�. I I 1% - 4 D 1� -A ____ A I . r- %1" � BLOCK REQUIRED ! � 1 1/4' 1/4. , I E. A � I E. ��, I � . ED.. . I i 4 I- � I D� .11, : E.D,* - . , ., , : : I . I � j I I\. � I � � , 4 � i , 'j� " LL .." i 11 i I I ,�,,� I 1 ," 1 , "�� . ,,��` -J� "': � �, 1 r ­�,, " �4_ _ I . .,l`_N"' �Li : , I : : ; ! � 11 ... . A,,,." I i I'll, �11 � " � . . , I W I 'ro"T. : ..' . %__ . I I I � 'ZINT i; �" CONT, � CONTt , _ '_� , � : I i I � I I I ; � I I i 1 � ; I I _ikUAA,mN� - a , I __. __q I i - %KAA`oN . ia i ! ! _U I I% - i ! - 1% - 'F � : __ _G� , M"ONAMe- - A=. 1 =U -- jR. - � i - ,=f% " ! � Z� � I stiv It) I I - IN 1 1 . I I RAM, 'A) It i I I I I ; ; � I I I � f � 1 21 t -4 It 5 � 1 —.1kip-11 � , =a G.1151r� � I � =I I I � %, it I I I d 5 1, 1�,� _ 1� I V 9 I � I ig , I Il- - V d A � � �k 2 � � � - i 1i ; 4, I I � � ,i I i I i I � a ! ,I I 1� � ,9 I � f - . i I I I i i I ­ - I I k 9 ,,,, 3 -� � � : 11� , I , 2 . 1 ,, . � , , ' ' � `1 - . ! 4) 1, - f A , " I I � �L I :Ii � - I I 1� �, ; f .� r, ,I ;_ � 4 . .'' 67 zr - � . I I .1 I .1 1�1 , .11---we;;-_�: �_ i ; � I : 9 ­. -i � : p ; � 4 Witt, " . IS I `f-� . - �- -- . 1 1 � �� � I--- ---i " i i "A - -;. _* i 4 = . __ , � i . �, -_ � � � - -- - ,,,- 7�: , - � I F_____ -- - I - - .1 - I i . ; - .--- - -_ : - ,;, _. -I I I I . ,� -- - - I � i I I i 1 t , : I , I I I I � : V, , � I I - I F�7',::" - � - 4� �_ :�, 1�1 ; � IT , :j,`�,`, �,',. .-.�; I - -_ � Z � I v 7 t �-,; - �: ,� , � � ; I , 11 " -_ ", I ­­��Iffl ,,�:��,� I I I " , --a � � (3 , ,1� .� EQ.. ,�, � �� I ��, I � ED A � I I - I � clut I E-D.- �j;�: ' I 1 4 �';' � I �,�, , � " I E-D.- �1 11 , I ,%� �i � �;, 1�.iiii � I " , . I .I'- � , : I - " 4 - L, * , � � ��,�� I � "I T I - _/ ,,".. ­ .. 3 - , : , E 4 � — 1­1­ I- -1 11 � - _* � - - -­­ t­-1- __ 3 . --' 7 3 1 A-- 3/.-S.S� IL& W/ - - - 11" f. I 1: . ) I I 1 ,/p. , 7- .. -C _ � '1� L� L I 1. , - , � ' I - � 1 , - 1/4" 0.311*11 "S' W/ I lr­� � I r- 7/5"d. 32, WIND NUT WASHER . .7 ­7/11'�j32 WING NUT YkASHER I I I I "I ( ,,, � I & 12 1/2' 04. , fREY � , 'T�` I ," I �r ,1, , � �!�,�, 771-.170 J. I : M ,-7/8-0 ..)/32- WJNG HUT � ­ t 2/6-0 A � L ,K \ .,/.. .." . .t WASHER 0 12 1/2- CC, . NUT WASHER (Erm"*) � � j � ' A' TAPOON ANCHORS i I � - I114* 1APOON ANCHORS 1114, TAF*QN ANCHORS ,, __:I( 4 1 - 'i 4 1/2* D C. 1. ­ 6 4 1/2, O.C, 1 1/2' 0.0 I - _4�=Cc" (SrAMERED W/ vw) � (STAGGERED W1 STUD) I 0 4 Ilr 0,C, - . POURED C'ETECRM �Ouqto CONCRETE 1. -POURED CONCRETE ,_ _._f9URro GOING EYE OR CONCR BLOCK OR CONCRETE BLOCK OR CONCRETE BLOCK on CONCRETE BLOCK REOUTRED REQUIRED REQUIRED REOLAM WALL MOUflTING INSTALLATION NSTALLATION WALL MOUNTING IMMLLATION WALL mOUNTINIG INSTALLATION SECTION SECTION 49 0 REWLAR PANEL 2 UEE SAFETY WEL -0 ifflBML 2 LJEL SAFETY PANEL SCALE 3/8'-i' SCALE 3/8--l- SCALE 3/8'-T" SCALE 21/a"-I" ISEE EE7 10 * 20 MR ANCHORS TYPE A I ANGRIC - ft "ft - 174.. 'A"Ok' SPACING FOR WS7 INTO AM - Mick" 9,04,40 01) , INANIE BUILDING, VithIAMM ANn" SPACINGS AMDMW'MW LOSE DWAAKX AM INDCATED THIS ,PAnPP_ I— 01) 3 SCHEOULE MR M LESS THAN INDICATED Ok; SCMEDULE REDUCE ANOW SPACING BY MULTIPLYING SPACINC SHOWN ON SOKEDIVUE *,-�, 17�;�.;; W, _,7- AM^ ILIX "BE 1:111110100 FACIDA BY THE FOLLOWING FACTORS too IN$ wakinah 'a BE Possour, REbI - - ­­ 11 , t1r ­ 11 ­_-.1 I ,* .___ - - SPACING ORIMMILD USING FACr0R,=MW,T BE LM THAN MINIMUM SPACING top EACH ANCHOR TYPE ON THIS WHEIKU ___, _ 2_�/?- _ , - __ _ ... �4__ - __ -, - - _ '" _ � _ , - - - - - - I____._2_L2L__i ----- i - I BUILDING INKALLAITION DETAILS FOR OPTION #2 FOR LIFE SAFETY SJORM PANEL SYSTEM INIO EXISTING WOOD STRUCTURES -_,� --I -- -, �,f--­-T'-'­ .� I-,--- �11­71_1 --- I . , , � ; , , � , . � I � � I -_ , - - d, ��11---L"� , "I " " L � , , "I - � I- 1! �, �,,., - -- --- i,i I , � � � - . , I- 1 - iA - ,., ..- ,_­ T :�' I __1 , ,-, ,. I i I __ -, " ,,, ��L -, 1� .1 ,� - 1 "L�__ X, , / -___ _j* 'I " , i I s I _ __ I ,� _ ,_ IrN 0 6* OC, , , � , Z4'* TAPCON a 6I 01C. � � , , i � _,,. 1 /4 7 T .11" , 1, '. , /I TQ�DNIN. THRE40ED I I 'A � i k! PENE, 1, 'i WJ, TV, ,,, i-EADED - � , , . , It AT WOOD �, PENE RATION AT WOW . .11 , �� �� i . ,� . " I , - f H - - ER I HEADER 11:, , , I " , , I � , � � I - , � - 11 ` , , � � I �, , I � I _YR� ­7 IT I i� � I I +*6 t � I - -_ - 4. . I I I 1, , � 1/2 ,'/A- I I "� ; I I , 1/4* '', �� � I � 1 � i M_ I M.Y. ___ r I �_ � , - ___ , - ' , i I ; � I WOOD 111, I I WOOD HEADER I � r t � _ Min ADER -.__ __ I.- ' - __ � - - vfr, -, I REQUIRE. � �L i ; � REQUIRED - , � s �� ! � [I I , �' , �, � (2 " --------.I, �(z __ - , - I � - -1 7i I ; CONT. I . - . I -41 I i . Lml� i . (1 I ; : p I I - C ;� i : : 1�2� � 1 VIA, VE)WATION � I � I I To SLAM I i i IP__ (50, Swota'�I , � I i I I DOST'He I ON Mw is) ; 1 1 . CLASS-! Al- SO, I I -G, �=DK I , 'L, N­ L -, - __ ,:, , _� i 'L, M.. , � -- ,�� -1 - , -- - : PANEL LENGTH - - - - - � - - __ PANEL LENGTH 'Sa Spieme - - . ..,is ON MMW is) � (SEE NOTE I K0W) 1 4'0��I� ' I- -_ ,� �, (SEE NOTE I BELOW) , I � i � _ _1 ______ ,,� _f ; � �/ � - - . - -­ � __] , - - -- I " I 4 1 , , " , I : I x;-Nv,"w 1, I [____1 " _ , " ­­­ ��- -­­ - �� ,, ___ I 1 5 , ­�� _, - - - rrr �� ---- - � 11 , , .�, I - , '�� , , I __ � A" , , � ­_ , -_ � --- ---- �, -­­ - I ,. ]. I ; � I � i , _ � � 111�j � , - - , I I , i I ! � � � I I � � � � 1 !7:_-_"-_+ 1 __ _,_ - I,- � i I ; - - __ "' I i I . I I i � I ; L ,� 1 _. C 1 , (D T , I : - � - � , "'! - . . ,= 1 - -, � I 7-U-7--- . � k1_j[ T ,.,..-- ! : — r I 1�_­ " I __ I i � I : �_ I _�' � , - - , ­ � I i` - : 6, � 1� ED -.1 ,,:1 ro, -1 , 6 - , , ,�- - I-` - t­10" 6" - - _­�_413 � , 1 Ea. - _ i� i ,� �p r t�j, 1-- , 1: _�_ —i __ —J. ____ -) - I - , :11 i ii I t__ - --�-�� � � I �, . I I , � I I ; I I � � 2'.4' WOOD PLATE -11 1. ' Z/8'0 A 3/32' WING NUI 2*0" WoM PLATE ; :f� -7/5'0 A 3/32* WING NUT , � �­ - � I , , q REQUIRED , ' . r ,� WASHER 0 6 ,/A- O,C. REGUMED : -1 __ - : � r : WASHER 0 (MOM! . I � � I I �, I I � � I I I ��� I � , � #14-10 PANELMATE PLUS . I �, � .1 1_1 i � 1� 11-10 PANELMArr pi,p§, *__ �i - -.-A ..-,--- ,;; . I ,El ,j - .- _�� 7 a, I � , : , - -- - 6 1/4" D.C- IN . 41 7/TT 1. , - � 0 6 t/4- 0 C W/I 7/6-K ' , - , 3 P ' � : � I AMN THREADED ETRATION ­ I I MIN. THREADED PEKETRATIO 41 MI . - i P DWIOTH OF PLATE i I AT MICAWDTH OF PLATE " � ,� I , � - ____ ,,__ - � �_, I �­_- d �'­ I , � - �� - A WALL 1111010110 INSTALLATION I ... 100HOINN" 9 AUAIM j A. Titt "Aik, /,� ,AV,1� . , I—— ". ", SCALE 3181.1, 41 , -­ " .. 40 �P ENS,r-%� %� SCALjE S/81-i" 441'i�`,' I ,_ FLORIDA BUILDING CODE (1419h Velocity 8 cone Zone), I J * S 02M ROEM WE, rp. = 1 44167 , z � : No - 20 GAGE 04VANIZED STEEL STORM PANEL ORMIN ft * Z_ �_--� '... * ,--, .. 1, 11457AULAPONS ARE: ONLY VAUD FOR BUILDINGS WITH &SO, DESIGN WADS i * 1. . - � UP 'TO .55.% -720 PSF AND PANEL'S LENGTH UP TO 8'-9'. - - T I.elv�=� --- �, '� GLOBAL PROTECTION PRODUCTS, 1I.C. ' S.-O-. S a dE� � I �­_.,_._ - - MI IILIECOII#C- _�: 21c, I/ I FOR f*-V WOOD FRAME CONSTRUCT": WOOD MEMMM TO BE SOU­`,W_" - �01'.., A wIr__ - �S�k5 Snall kof NO. Z W/ SPECIFIC DENSITY, OF 0,55 OR EOLMI., 1,� " 3RI13 6 ,TESTING GAME. R_ =11 -1 IMAKA =. " D'Ifee-15", I- f-A. -176 , C"T ,;,,i: ­ � - .e &__AA`APAP­AA 20 - . . __`AH WMIANkc W. *111,1111181111 - — M.1 — i - 1 kit "HOV, SLA4/SKAAYURF/GATC cA-cceigil, - __ __ 11 WALIFA A, T.-Iff �, 'L A 1 54, ,-lot A I - -9 I - f SHOR 4 OF 26 11- -I- Fe j . .- ... - I '124 x NOTE 2 MELIA,) 114.1* $-S 1 �/24 10 (9) - 0 rFj (SEE AM 2 O0.0* 3- me., 2'/24 bI V/24 (SEE NOTE a aaaw) * �-/-; — - I - r li, TAE�� fol 0 EACH r 14 ..":�rArQ I' W,'Y. 5, MPA, T" ,-"- - , - , sl_ M 0t*CFM ANGADIRS OF I . MS ILWM. WID" I -------------T— SaftwaNSHM20- � I, im- , : . AT;� � 'A. -A, I I i I / i I_ � ,-. I , . - I V5.4.19 , - — - � . . I .- bee 112--i H, 1 , ­­ I- .n* - I I � i I I d=t=!==G� itir ,- - _ I I I I I 1?I I 1 I ! ,�? I I pi i I 1!1 r-tl I I M P, � � i '' L I I I j i 11 f kjj , 1 lip 1 I 1 i i 11 I ! i I , , I i :� ! I , I I, I I i 111,11, I '! I! 11 , If ! 11 I I I i I � I I ! I 1 1 I! � �� . . I 11 . i I !I i - I I - - I - -1 _L i-A I I I - - L 1, 11 La I - L-1 -1-i-I-I I !_,I] iii i I 1�� - _L i . t I I 1i 2 1 .1 11­1_1�11 � I I - -.1-N-1-1 -, _,.,__� f GO % I v -1 -II&I. � - ---'f-- I � 60 X �v (CHID PANOL) I � -, I ,�i�- - i , 1_,`RTiiW - `Fi ---- - * -, W�IPA;Z5 M EL owatto I PANID)j , sm--;T�n 1i - - i, A WA HORS 2, 1 A SELO* SEE . A BELOW f � " ,,, I HELDW I � i I i i I -LOW � _ I S� NO.- - RE z � I I I I I 1 i I i I I I 1 � 1 � I I I 1 1 ! � � ! -t- 1 1 11 .. I I 'on It. , � 14-1 � 1 1 j I - -� I I i - ' I i TIT � , I .46� i I 1,i I I I 10, r, _1� 4 __ A 7741- q I , � I '. I i I i 4kil 1! � , � 12� --,I � 1 [ I 1.� I .11 k I � I , � 71 ,___ I ! I I i I I -1 i I � I I . I I , fT I t v- ---f i F i � , 1 -4- 1 � 1/4�'03 pq 1 � I , 1 1 1 1 1 !'I I ! 1 1 /4;AS W/ � I i. i I, � i I I tllt; _ ,� � . , i 1 1 1 i At - I . , _ 11L , � - - I I , - I , i I I J� J-1 � i J_ I i 1 1 1 A I LU-1- 1 - _L, "i - . - I -I J, , 1_1 L, , , YA . F L-L — I _4�� � ­ �­ F 40 9 IV T,!- T - I i ­11 a % � - I P � 1 [ Ip j I r! I_' `17T ]-j- I-"'"- 1--IT7 I _`_� I ! I i 1, I 1 i � i I ; ri 11 i 1i I �Li i 3 !jI I I U iiii � � I I 1 1 I'. I � I I I 1 1 =1 I A [=H=_At4;4 PUYLIUMT, vyp.) , I - - -,,-- �- .' /r I it-, r�EWIICN.10�1 TO, AT 181r M'-GA`ED,k I WTEMOR PANELS_". A r —AT - .IS M BE At P� BE PROVI&CO i A v k�'WvZa�16-Fk�&rx "' I TYPIM ELEYATION Egg roil- ­­ REAR HANOWE TO FACLAAW INSTALLATIA I"..'. BE — — I � :f INTE TO BE INSTALLED iRE—M E-Z HANG MRM EANEL (1) MIEW WOE A)MrsrRUCTUtw- D S INS" Of STRUCTURE- W.ALE 31er - t, wAkE 3/3r - t- �J -,/.. CAP i ,/,* - GA, —1-1/A- M_ IMP v.. N.. GAP -_1- AIA I i — .— - — — I � X_/ 1_1_/1 \_/ — ,\ =!Eo = \ 7 / ,\—/ \—/ —./f,\—/ N,-Z \. 7 7_7 7 7""Z 7- -11 ,)� �/k - - - - (5F TkDw­./-(9)-0 ITT r T -1 SLUO (dt1L'.-r1A1ff) "C" Spur S/w - I' &M � Be" 3),W . " (1) : t - 2 It" STORM PANEL SYSTEM CONSISTING OF PANEL - nolu- RACKS AT TOP IA PANELMATE PLUS OR 15' LONG MANOT eA"T WITTOM W/ PANELUAIES, (1), PrfWlDglt_Df_51ERL�� E - Z SIONM PANEL SYSTEM CON%57ING� OF PANEL � C-L TRACKS, 70P & BOTTOM, (2). END PANELS SHALL ALWAYS BE CONNEqg TO E NO BILL WALL, BY HEMS OF (2) ?D PANELS SHIALL ALWAYS K CONNECTED TO B017OM TRACK OTHERWISE A STOP BAR 5 LONG TRACK AT 2��M, CP40 PA14ELS SHIANUL RE PROVI ED S,KALLSr C."".'ECTEOT 5PWWLYI W�4i` ASTAW 2' 0 AT TOP OF SUCH PANELS, YANG NUT 0 5 MM� Tpu;=;� V -a 1 0 P�E7 0 EPT AS (3), IF END PANELS ARE CONNECTED IQ Bp SHALL CONSIST OF DESCRIBED I LOW), Like C'F/"VE1Cj'/"1%1 I � 1/4'l;; YI / 1'1'V�S&H = r'd'il '" THUMRSG`EW (3)� FOR CASES WHEN END PANELS ARE USE JOINTLY W/ 15" LONG AT INTO A�4' 11S. & BOTTOM 'K , OF PASIENITES MAI BE AT EITHER OF TWO ._I�, TSTOP BAR END PANELS ARE NOT CONINECTM 10 BGYYOM TPA EXTERIOR FW FLANGES OF END PANEL (r=UT BE PROVIDED AT TOP OF SUCH PANELS, (�). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR (4). FOR INSTALLATIONS WHEN END PANELS AND SOME INITERIOR PANELS ARE OMECTLY Is ONLY V ) A' — - — S BE CONNECTED TO 90170M TRAC MOUNTED TO EXISTING SILL WALL BY MEANS OF FANELMATES. ONE INTERIOR EL 01.&TAIED us, ON .. C�) A90111 '.11SIULGH CASE. CONNECTION OF PANELS NG SPE MAY BE USED JOINTLY "TRACK.&AT BOTTOM ATTACHING BOTTOM TR&CKpTMO WALL TO B070M TRACK MAY OCCUR AT ANY PANEL LOCATION. V TWO PANELM-OtS F Nit NO SHOWN ON ELEVATION AND W/ 3 I 2- (5) SEE SECTION 1% 3' & 4- ON SHEET 24. SEE ANCHOR SC14EDULE ON 54EE7 25, .� EDGE DISTANCE. USE IV, = — -.K,-r,.:/LL � t`M=ST� MEANS I,,,,,- "EH0101TIF1111", NOT NEED TO BE Got, Trit, TR` TALLED 0 IN ,4 ENT PANELS (W , LF , A RI(PIT OF ERROR PANEL) I W THAT ADJAC , FT- SIDE , HAVE ft *'101R�� .: I I IV,% OVERLAPS RETAINED 13Y (2). .i�� .--- ­.. l'or, 4Fz� �-` \r,EN ,- S_ FLORIDA BUILDING CODE (Mph Velocity Hurricane Z* R \; 1. kni) .. ­ I, , . � � .mki YKxETa, PE, � z . Fp ; � NO, 4 167 ; :-: 20 GAGE GALVANIUD STEEL STORM PANEL I . ­­z;;;;,;,B..) MPH BY.. :: , . * ; - - I __ % -o", S-TAF OF ;C,z 4F _� GLOBAL PROTECTION PRODUCTS, U.C. w/'/' - IAYE� -.' - 'p / 11LIEC0,7\ IM III . 6�. P. joli, $A STREET S'A;', 0,io kww, FIL =14 ­, Fs,i , " - ( Aan9ASvM9V9 -VaL (00609-ISKI, r- liket)FINk,im 20-176 -:0 � � r= A C-~D W, CA-wopw -.I — I im-1- I — Q.T.Kjaw � - WALTER A, J�ILUT 0, A,G_ 1 1 - I- I I - - - %M96 A 1=7 - - __ I POURED CONCRETE OR CONCRETE RLOCx REOURED FE 7 E,olio IN5TALLATIQN QETAIL,� EOR OPTIOtj #2 FOR LIFE SAFETY STORM PANEL SY5HM INTO EXISTING EOURED CONCRETE OR&Q_NGRUE._.8LQQK STRUCIURES 4'. TAPCON ANCHORS IPI* UPOON ANCHORS I _,1 9 D.C. 6 , D.0 11 " POURED CONCRETE A, .11 _ OR CONCRETE BLOCK , qEO UISTED ,.1A � im w . - I , I z . R6 4! . .. , i 11 , Eo.- ;�' � : 1� ,, i -,,. I � � I "', �� �� ", � , �4, �il I 11 , �� 1-1­1 _11 ---- �. - .., INZ�01. PANELMAn PLUS W/ � " A 3/132' WIND NOT WASHER � 0 0 I/*- D.C, ;, , , EOUREET MNCTIM OR CONCRETE BLOCK REQUIRED U MQJI�ALLATIQN 9_REQU1A&_EANU SCALE ,/V- I - SM SHCET H) A. 2D MR ANCHORS TYFIE & NO" TYRE -1/k9i — - ,/,"* R� SPACING MR tMiTNUATIONS we WOW Me, ANcHat vNewo DY,) . a _�� FILAIME BUILDING_ MINIMUM ANCHOR V`ACINOS AND MINIMUM IMOE DISTANCE AM NDWAIM ONTHIS * ___ 1.,APAA GHJ _i I SOHEDULE FOR ED, LIST; TWIN &SKATED OK 304EMU ROM AREA AELTIH,04 SAACM **" D. SCHEDULE P. -1 r�- �B.. w 3 S yi, Amw� = �wqwv p4m I BY THE FDUMWwt FACTOW, TOP 1­5 OPERATION, To RE POSSAB.C. WITAICIED � _._ - , ..- I _111!: - __ SPACA4 OBTAINED USING FAcTOR SHALL, NOT BE LESS THAN MINIMUM "ACA4 INDICATED to'. EACH A404M TOE ON T,A$ SCREGUil _ _ � ,11,, __ 11-1- ­r­ L__ I � ,/2 ___ _ 1�1 . 1/4' �, I A.. i ___ , " V - - - -I , i I : ,,O.. 11 : - I., I . 1 ,7 � : . "I - I", _,-, I ; : _�L � I—, � . 1, � - I I i � I I I i : I I-'aAAMIK". � I t- =2 AM, � : _(II z 1 AN � � svin ,03 ! - I . ; I L I � . It L - I __ 1, I- ___ - I., -�� � 6 ___ "I---- y __ - -1 I :_ __ , � !: ii �, .1 ti � ---- 4----- - , � f N 4 I � _ , I � I. ., @ � � _111 - 1 . rVAG_. 7 oviRLAI, L -_ - � I - ­ 1�� I I I ___�__ - I b % . t e � � � , - , , i - ,�� I : i : 17711— � - (IT, IF � ­ � 1, I L C-D * �x I ��; t I " I , ,_ v1_1 � - I I t � - � - li�41_ 4� 10'. PA . NEL , MAI , E PLIJ , 5 , W � / � , ­­ 4,1 SA Y 113r woo NUI WASHER WYONO) "POURED CONCRETE M CONCRETE BLOCK REOURED W&L 1IMMUNG INSTALLATION SECTION 58 9 LIFE $A= PANEL SCALE 3/r.1, Pt.-;iIi�6*i�,­:'A.As . - - : ., .44167 '. !:� . = A,; 1W .W& INDIA 'Amm � . STATE PE, .-.*QZ 1 ��$%, I- - .Q�.­. '1O0�"LAA_______ - , "' - ��' " / ­�t-�, '0 � 4 � I "WIT - "NNIIIH1401/ - — r� px, sEA4-SAAAU.RF/S,TE CA-001671. *kw A. 11LUT 41- PS Cn cl%j C= 0w _�r W.- __j = I$ 20 GAGE GALVANIZED STEEL STORM PANEL F1 DRAAA w .OBAL PRO7ECT11ON PRODUCTS, LLC. '141/27 ", -504 "I S STREET GAME ;L 113" mollr_ (04ISMI FAX; (.54)"$-"? 20-i76 OPOKK ft, E*iEME f v 5 �*_n 7--ii -n­ - I A AT ., A Eau I E-Z HANG STORM PANEL SHOWN ON THS PRODUCT EYALuATION DOCUMENT (P.E.D.) HAS SEEN VERII;ED MR COMPLIANCE IN 8 0) MINIMUM EMBEDMENT OF TAPCON ANCJ40RS AND PANELMAIC PCMM,E� Q & PANELMATE PLUS IWO CONCRETE ACCORDANCE WITH THE 2020 (71N EDRION) OF THE FLORIDA BUILDING CODE. Or," S-ALL RE I 4/C DEIRIGIN WIND LOADS SHALL BE OttERTIONED AS PER SECTION 1620 OF THE ABOVE MIENT*NED GOOIE� 8.2) MINIMUM EMBEDMENT OF 1/4-0 X I/$` CAUT-IN ANCHORS 5MAJ,L BE 15 7/8- INTO CONCRETE- POR A WING SPEED AS REOUIRED By THE JUIRSDICT)ON WHERE THESE SHE) ERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. FOR A DIRECTIONAUPY FACTOR Kd.0-85, Q504 ASCE 7-76 AND SPALL NOT EXCEED THE MAXIMUM (kS.D,) 1/4- O-ZO SS =FAAU< BOLTS USED SHALL RE LONG MUGH(SHOVILD ANY FIRM14 MATERIAL EXIST) TO DCSQN PREUPE RATINGS INDICATED ON S14EM 2,5 & 26L ENGAGE 3/4' IWO ANCHORS. IN ORDER TO VERIFY THE AGWE CONDITXTN� ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 1-16 SHALL BE FIRST REDUCED TO AS,D� DES1014 WIND LIMOS BY MULTIPLYING THEM DY O-S 14 ORDER To 8,3) N CASE THAT RRETAV STONE, OR PRECAST CONCRETE PANELS 13C FOUND ON EX15 No THE IT WALL, TO COMPARE THESE W1 MAX. (A,S,O) DESIGN PRESSURE MPNOS WDICATrED ON SHEETS 25 Sk 25, ANCHORS SHALL BE LOARI ENOUGH TO REACH THE MkN STRUCTURE KNIND SUCH PANELS, AN04ORAGE SHALL BE AS MENTIONED IN 9J) AND IN B.2), �N ORDER TO VERIFY TIPET COMPONENTS AND "HORS ON THIS P.C.D. AS TESTED WERE NOT OWR STRIESSED, A 31" INCREASE N ALLDWAGI -STRESS FOR Win LOADS WAS tM USCO IN THEIR ANALYSIS, FASTENERS SPACING 10 WOW HAS SEEN DETERMINED IN ACCORDANCE WTTH N.C.S, 201!k (C) ANCHORS .­AL1 BE 0,61ALLED FOLLOWING ALL Of THE )RECOMMENDATIONS AND SPEaFICATIONS OF THE ANCHOR's MANUFACTURER - STORM PANEL's ADEQUACY FOR IMPACT AND FATAGUE RESISTANCE HAS allh VERIFIED IN ACCORDANCE WITH SECITTON 1626 OF THE ABOVE MENTIONED CODE AS PER FIENESTRATRIN TESTING LABORATORY. INC. REPORT IT 2032, AS PROTOCOLS TAS-201, A 1 ft SHALL BE THE RESPIONSIR11 ITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS or THE SmiCTIME WHERE SHUTTER TAS-202 AND TAS-203, IS TO BE ATTACHED 10 INSURE PROPER A14CHOPACE THIS SPkUr-MFI 51MLL ONLY BE ATTACHED TO CONCRETE, BLOCK 1 2, THIS SYSTEM HAS BEEN DESIGNED I BE INSTALLED ON THE OUTSIDE OF THE OPEN04 ACCESSAIG YHF_ OPEN04G FROM THE OR WOOD FRAME SUILUDINGS. INSIDE W/O THE USE OF A LADDER _R JrATION IS VALID WHEN INSTALLATION IS INTENDED TO SIE PCRFORIMED 12 THE INStALLARON CONFFRACTOR IS TO SEAL/CAULK ALL SHUTIIER COMPONENT EEGESS "ON REMAIN IN COWINUOUS MCI', THE INSIDE OF STRUCTUI CONTACT WtTH 'THE Stifl-DAIV 10 PRE" WIND/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL I _1� SERIES IDOO INSTALLATION is APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WULN NSTAAAA11ON 5 REQUIRED to EIL LENGTH PERFORMED FROM THE INSIDE Or STRUCTURE tJ STORM PANEL INSIALLATION SHALL COMPLY WITH SPECS INDICATED 04 THIS DRAWINC PLUS ANY BUILDING AND ZON.AP: REGULATIONS PROVIDED Ere THE JURISDICTION WHERE PERMIT IS APPLIED TO. 4, SERIES 2000 INSTALLATION IS APPOC-AOU 10 SINGLE AND DOUBLE HUNG AND HaRIZONTA, SL,'D_rRS STYLE WINDOWS WHEN INSTALLATION 19 KOUIRCO V BE PERrORM FROM THE INSIDE OF STRUCTURE, 14. ATRIUM WINDOWS AND DOM, ING. E - Z HANG STORM PANEL SYSTEM- IS PAMIT PENDING. 5- ALL ALUMINUM EXTRUSIONS TO RE 603-16 ALLOY AND TEMPEIL (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVALUATION DOCUMENT (PZD�) PREPARED BY 'I" ENRINETA, IS GENE)RC AND DOES NOT PKMOE NFORWAMON FOR A SITE SPECTF)C PROOECT; L,, WHERE THE SITE CONOM09S DEMIE FROM THE P_E�D S� ALL ALUMINUM SHEET METAL USED AT C�LOSIJRXS SHALL HAVE 3105-1114 ALLOY� `TDR z (b) GONTRAL � 0 RE RESPONSIBLE FOR THE SEIECTIOPL PURCHASE AMC INSTALLATION INCLUDING EWE SAFETY OF 7- ALL STEEL SHEET METAL PAN" SHALL HAVE ,STRUCTURAL PQAL37Y STEEL� ASTM A-652i GRACE 50 Vil,, GALVANIZED STEEL THIS PPOWCT RAM ON THIS RE.D� PROVIDED HC/SHE DOES Nor DW� TE FROM THE CONDITIONS DETAILED ON DESIGNATION W/Fy- 58.5 NAk (AFTER ROLLED). THIS OOCUMWk CONSTRUCTION SAFETY AT SITE is THE Coh,rRACTofrs RESPEUMSeurr. 8, ALL SCREWS TO CIE STAINLESS STEEL 304 OR 3,16 AiS� SERIES OR CORROSION RESISTANT COA= CARBON STRI, AS PER DIN (C,) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED 1WALID W MODIFIED, 50018 W/ 50 k.1 YIELD STRENGTH AND 90 KM TENSILE STRENGTH & SHALL COMPLY */ PIORIDA OVPDWr CODE SECTION 241 I.3,34 (d) WE SPECIFIC PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL B� BOLTS TO BE ASIM A-307 rALVANIZU) STEEL, OR AID 304 SERIES STAINLESS STEEL. WIPI 36 ko, MINIMUM YIELD STRENGTH BECOME TW ETWINEER OF RECORD MOA.� FOR THE PROJECT AND WHO Will RE RESPONSIBLE FOR THE PROFER USE OF THE FIZO. ENGINEER OF RECORD� ACTING AS A DELEGATED ENGINEER To T14E P-LD. ENGINEER, "U 10 ANCHORS TO WALL SMALL BE AS FOLLDWEL SUBMIT TO THIS LATTER THE SITE SPECIFIC ORAWINIGS FOR REVIEW (A) io �, (e) TIRIS P E-M SHALL BEAR THE DATE AND ORIGINAL SEAL AND SCN,JUFE DIF THE PROFESSIONAL ENGINEER OF - i/4-0 TAPCON ANCHORS AS MANUFACTUPEO 13Y IT W BVTLDEX. WC. (MIN. f'­3192 RAJ.) RECORD THAT PREPARED Y - 1/4' 0 9 71V GALX-IN ANCHOR. AS MANUFACTURED BY DEWALT INC- (MIN. V-3000 v-;) - #i4-10 PANELMATE FEMALE 10 & rANiD_MATE PLUS ANCHO AS MANUFACTURED 01 ELCO CONISTRUG PR 16 STORM PANEL MAINUFACTURER'S LABEL SHALL BE LOCATED ON A READILY MEILE LOWION AT STORM FANCL IN R� FON ODUCTS. -, ACCORDANCE Wfirl SECTION 1709.9.3 OF FLORIDA RU)LDINO CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING W-3350 FAA) LABEIJNG TO COMPLY Willi SECTION 1709,9.2 Or THE FLORIDA BUILDING CODE- ALi) MINIMUM EMBEDMENT Of TAKON ANCHORS INTO POURED CONCRETE SHALL RE 1 3/4- AND 2- FOR PANELMATE FEMALE W AT PANELMATE PLUS. A9.) MINIMUM EMBEDMENT OF 114'0 X 7/8- CALK -IN ANCHORS SHALL BE IS 7/8- INTO CChCRETE, NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL OF PERMITTED, 114- 1-20 SS SOCINALK BOLTS USED SHALL BE LOND ENOUGH�SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE �/4- IN70 ANCHICII '000 .... owfbrov � _C, �.' IkT;,�k , A�?) IN CASE THAT PRECAST STONE, PRECAST C014CAM PANELS, OR PAVERS 41E FOUND ON 7HE EXIVRINIG WALL OR loj�r. ", "** FLOOR ANCHORS SHAI, BE LOW MUCH 70 RWH THE MAIN STRUCTURE SIEHIND SUCH PANELS. mo .& , � , .L ANC WE SHALL .. N ,-ICEN,74e�%'!� BE As'ME.NnNIX, IN A. , I AND TN A,2). . t� J141.1 1, S : No. 44167 11 a (S) 1Q_E)wa1N"=R9L1EJL_-_bA%�L = * -. = I * :*= - 1/4- 0 TAKON ANCHORS AS MANUFACTURED BY k1W, DUILDr.X� INC� - I ­_ - .. . - z FLORIDA BUILDING CODE (High Velocity t4ur cone Zone), I --- ---.;wwNLHGQ. - - ;14 ' 0, X 7/0- CALK -IN ANCHORS. AS "LIFAMITED BY OCINALT INC (F­1500 pek,) - �_ - %. p/ .N .�* �,r wc 20 E GALVANIZED STEEL STORM PANEL r.IA. - It 4-10 PANEUIMTE rEMALE ID AND PAUP-MATr PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION DRARA a, , PRODUCTS (r-2071 p-1.) ­_ — — — r — I I _­ � I - GLOBAL PROTECTION PRODUCTS, 07/2111"ne I.I.C. IMM - - I �._TT�rl�� ��01.1-�- AMR(, S., 5 BTREET � . .� WAIF F­ "u" 20-176 / .. - .- A, PHOW- (wi.xIiii-RAS, PM, (.,._.M Z IM Ot - - C.0 .I-,., OA_ - - . P� SEM475"INATt"TE CA-000071. — I ;_ . _ ,I'm I I'LUY *11 P1 :�,#- _—_ 1 - ! A. I - ' - -, -, �29 I EM 1 .167 I k - . -A. __ _-, - I __ INSTALLAIIQN-PETAILS FOR SERIES 2000 AND 1000 E-Z HAN9 99RM PANEL, j).jt4T9 PORED CONCRETE OR C9Nf,ftEjE BLOCK 'L TANKAT"To"OKO'S '�_' ZW -- - ---- v"", -, ­1 ,--�'j - So, — ��`_, /-) MikkokinE 14CHOAS (_ I � ; I 14 ---(4-11 . - .) - - ". / - " 3�� 1 � I -w M I , � 1_�, VILE sQ.vw -----�� V — I r. -q -\ " .1 _\ . itHan AS) ,�� -&-I - 11 ]_ . SAG7 P,--q).- i��. -- �__ . A 1 &%� - - - i_�, ji r I - I M. ,,1 11 / 11 1 - , '".., P`KIAW ,:� IrGI f ,� 5 ��. -',��, �_ " I - .S c"AcAnt I "I ,,�, - - .,,1 , __1 � -, 4 - I ,--\ t , '�,�, I ia-�- �� ­01� %AV \ I _ , �, I -F�� d " I , 6G,m . -S - =DCAA. A ' ! Lt�� - _A4 - ­ - � __1 ,.-, 4 I 1 - A I - / � r - - _" "_ =� 67- J . L_ - - I - - �_' I , - I N 1", � , I J K 1 T "', � ­� ��,:�� I I _-a I ," I- -, � I - __\e) A \-1. � � I I I - Ac"T I �) _n,_, �"11 i I -, , I f I � 11 IF I i I i f-z-a- I) 1­ - ___ � IS', _'. ! I I , ! .j ; I i I - . I F�, �­ ; I'- I- i I ; I A ; I .. .)_wv�_,� i i �� 1 � _.w.,� � I 51 11- . --ILI"" _i_�o I - _01 - --I- I t -r- --=---A-- � I'l- I I I i i I 1 1 a 9 I I I I I I i � __01 I I 1 . IcHteMu, 1 1 sa sc,Six� 1 a ­.- � � �4, ON SHUT, 2A - SHUT IS I �----­%­ - k � ." r, 1 � I ,/.N-AAq,/.' - �kt,- - I I % MWS I " _. r I Y= I I M �_ SiQrm. - I �_ xW1ZN I 7 -F. .� A 9 -., =-. ,,ie'. i k wK t "Re". I M DAM - To 'Im. I I I L - A i I tYUP QYDIUP 1 �nj � i FOR - wFARAnakit it. " TO GLAiS, t � 9 I NUT " , - 9 � " I 0,51TY oluw I I ,. i I 01011,AP ; la BUSS. **. NET 4 13 I F I Q a_� -_ ______ i N ; ; : I I � , ,,- I - .4 I' - - " - 1i I , - . � LI., I I- - i .� �a __�11 - - _____ - $ � VI R ---.' - _____ � i _,,___�_ - ___ 89 ; .4 'IT - __ I 5 - ! I ;_ ___L_1L-__ - I A, i .. A! I i i .'I ----­T-A­ --------r---T'�= M _J_ -L-.-,.. N _ .., _.. _A - - . � I T 1 I 11 �Q r ------- `N_ I I -1 ------ I%— i A, I ___r_ I 1 (-3)- 1 1 i � J� p . I io I p I ! ; � ja ;_ i � I ; :��_7/._�,__ 1 - I! . I � I I I � k III ; . I I? " I I �­­ ; I J, xg A, I � I"* I 11 �.,T:,�,`, i -1 � I I 4r, e -4 I � "I * FOU'Re Pe 1 jj T I ; 1�)_ I I '. I'll- I I 1_1,�,:��;�� -"-:"'��?� i - '' i it � I , � � 1� ! : j i, -1 P . 4-- = � - .--..,,j � "' I I,, I � ,� , , �_A. \ BUAI I I" I ,; i I -1 11 - - 7 _ _ -, — � - - - S - I:mI, ,-1, � � - RaW"ka, Ilt I �� 1-t_ =6 77-111,11'.. " , ---I , __ - �,�� , � - ___,��) _—� . L I" - I 11.1,1111 . � . I "I'l-14,11, ,��:,­,�,,;',­,­ " , " i " 1-�,, k ". 11 V_L� �0 ! " ­`� L - . tU, 0,kcRor _il , , , I �� � ,�?;' E"-=� - � - : I �_�, I 51-0-2W1.1, V"N' 9 710,0,4"� �- -,f,� I ro� .� , . 1 �� , V,_ 14,W-1w,'" , _oim.!i - - ;", - A WK NIF PI �� I ,�� r " , , I it i -, , I- � -- "" `42 ne GO - , " "A'ARD, � 1'111� � .. I , ,� I A-- —, 11 "_,� . I — - � I - ­M�­ I'll � NTPRA ,_ / i � I 5 i -cia, D, SI.I.A. r.—.jn--/ "I , -_ i �� _.S.4 ON 25) �, \ O, i4", 1 ou sPar AE) I tI =A-mvra C., o*wmIo 102 -A .r WING INST. ft,onua) � WAL.L MOUNTIHQ 1 1 1 MUT I— 0 1 SCALE 3/t-l' FLOOR TO UM UNING INST, BUILD-OU1 M INST. W&I. 1 I � .— /P� NXIM-It �*=N 4* ­ ,,­ —als"11 -LIC' I SEE �KATOAS NEOLAREMEN'S " $CALE 3/8-4* SCALE 3/w* I � �. OF ""00714111 ... I � 4, 41 � , AT. - - - _', v-., (11) C. MIR %-.T.- L'0,.ii�lk , ':. �V;�s . I ES r , ". 1. I�. � _. T — 1 ie* V\C'Nj�'-.��IIG� ' I ?2gl*3 - . . Sl I ,W6 I / .- - --.-,. - —_ z , = -, . _ - --,-- . = t. 1 No. 44167 *: = 'cone Zone), __ I - 0 TD, & BOTTOM .D.wr.z CAN BE . z . - FLORIDA BUILDING CODE (High Velocity Hur COMBINED I. ANY w. TO , ANY - . - - -_ mwm ING, 20 GAGE MVANM STEEL STORM PANEL FP A\ .1 I INSIALLATION. � ��`- , STATE OF ..., - � a-., I .. DRAMIN BY - — L DETAIL I �1_ � . I I 1�,___ - GLOBAL PROTIECTION PRODUCTS. LLC. "'*�',".'" scAEx_- I/2'. I' vww � i- I - it%, tvkAl sIRDT - Aw w, . Alow, 00-101*_7�1 YA� GI54yMk-RA?7 2C-06 ­4-- - I ii;;w- I - I - . I � No A� Pr sLM,0iRGA#MWEMTG IM,O)I WALMA A. I AI, Ei�_, - I 'Man . OF 21 4=2I rj 1w, it?,, ��:�_­, �� - I I � I— I __ - - _+� a) a) I = (n -a a) _CU > 2 (D r-- -1- ` 0 := -o I_ = .a-,.-, CU 0 -0 a) -4.- a- Cn . a) .., .- = a) = -0 0 M 0 0-0-0 - M .= Cn = 0 = L_ 0- — = -9 0) 5: M = 0-1.-,,- .0 CIO U_ 0 — CIO > Cn Cn a) (n " a L_ 0- p ,;� C- � - M _0 ,2 .= - M -I--# W ca. < = - 2 1�= .... ==_ � 6 L= it� Z. cc c-:I ", -= rm - ._� = ij- L� in to = , z;; _= C-.4, U3 2 = I a rc C`4 �: 2 w `4 " L - r � : M :t: 3: CD a) E! .5. Cj . 4 = IM) = . Cx .Cc w "a. = E .!F = Cj_ C-) - . I z z w mi U) 4 L. (1) (3) 2 -4-0 Cf) . :3 M C= L_ 0 (/) CDL 6_ < (1) -"-, 0 C :3 —0 M 0 L_ 0- 0 (D L. a) M L. M =3 LU 2 < z z < ' _j a- SHEET NO. SH 1.2. MAXIMUM A.&D. DESIGN PRESSURE RATING (RAJ.) AND ORRESPONDING MAXIMUM PANEL LENGTH -L' SCHEDULS FOR SERIES 1000/2000 E-Z HANG STORM PANEL ffi SYSTE f� - � -­ ,.I I AT— AS PER jE00tij'L-1�-MMI)�-SREEL 2AU, WAXWUM ".D. DEEr Ir - 1 m­ Pr I .1 INEL ! -L..K. To 1 At N�. ,X)E Ir 1 (SEE ) I I no. Drn 5F ',,RC,S .68D. -75-3 ! 'O' OR LESS 1 2 9/18 - - I SOLVED - 1 v, T, 3- -----I 1 2,w *,3"w* 465C. -75.5 __ BXTEO - I .' & 4'W ;L/4- SO, 1ILS. & WINGNUT AT ONTPLAP & 404 OF PARE). LENCT" , -wvR4011;9 -6A or pmr, 17-1:4171111IM", -111111111,177711111MM ".7 9-Iti�[�mr-wxnw-1,lswiiolzIJ4-i;t.,Ntlt"tql.,.?.I.q , - � ..; 11� - xtj'�wflplf w-MOVIUMIN311130--1141PAML 1. " il A W-�WLUI-i&'W�vig;a;w,!Iltil.11i�.7animilicLuw"L:144mmI x MMIMUM so DESIGN I MAXIMUM AWNURS SPACING FOR E. D . 3 1/2'I - 1 Appuc� To MAXlfKV PANEL PRESSUIR' TAPCCAIS �; CIUK-PI I r:�� FAWLMATIE FEMALE 10 1 P.NaMln FLUS � & � Am" tomem,K)" RATIM (P,.fc UERm 1L* (n.) to CONCRETE 4 To a* I To coNcTnEir I 8,DOW I I,u ;= To co�mm To co"Tr I LED .I= I "'I'm I To oolm'" 1 - I_ BLOCK I 12' I- MIA It 12. I 1 N/A - & 2' (TOP) 1 It. - 3'* I ICr I I 1. '. 4- I 1. Tom) �� v spcL I 1. - 1. 1 12- - v - 8' _­ E, 1. --- _sgmq�t_ � __L_ 1. I ­;Auarom)., s 1000 "IB.D. -75�3 -- N/A --- 717- ----7---- MI., . NIA I NIA -,--. A NIA --- 1 1/2* NIA 1z 1/2, 1­ - N/A 4 1 2 If' 1 2' (BOTTOM) N/A 1 3' (TOP) I ?D' OR LESS __ 12, � II/A 12' __J_- _�/_ _ __ N/A --.-- 1 9 i/2- __ _�L N/A 9 1/2- _ - N/A 1 3� (BOTTOM) � 12* . 12" " N/A 1 - 12- � __ N/A I I I. � __i___ I N/A ! i . I I --"7 I 12' it' 1 12- 1 - If- - , 1 4- (BOTTOM) 1 I A, UNITED TO II IxT,t, A.S.D. OEM PRESSUR�_ RATING A SEE SNECT 25 FOR 94CHM TITPE & SPACIRc PUR INSTALLA-KPIS INTO WOOD FRUIE BUILDM MINIMUM ANCHOR SPACINGS AND MINIMUM EM OWANCIF ARE INDICATED ON RIM SIC FOR ED, LESS THAN INDICATED ON SCHOULE REDUCE ANCHOR SPACNG ITY MATIPL%ING SPACING SHOWN ON SCHWLU BY TK FOLLOWING FACTORS. FOR THIS OPMA]ROM TO BE POMEJJ� REDUCED SPACINO WTA14ED USING FACTOR SHAL, NOTT' BE LESS 74M MINWUM SPACINO INDICATED FOR E40H AIIOHOR TYPE At A"CHIORIS, UE)GERO, 1/4'. i/r. Y!�!__ ___T/_C- Now Irm - , PAWICA* - I �'PAIUMTE .___.____ TAPOON nDAAV� . PUS R,,,_ j __ W�- ANEPoe vAaNm (i,,) 3 � � 2 /2 MI __TA_ I,:ANpN. LAJ I , __­3_ _3 0..%.) r,;­.�,�,;., --i­ ..;;-;i-j , ____ 3 1/2 , It ,p T_,_­ AC11^ EA � � FACTIAR Z I - I - - ________!_qr ___ �l-_-_--- T---,`��] ____L_1�E__ r �_____L i-- L7-`-_-_-j-T_ .--- F_41L� i+ RZOLEARES M­ DISTANCE BETWEEN BOTTOM OF PANEL V , AM Q) TO BE 1/2' --JI/2- M.I, -1­.._� ;­j I 1 4 ++ REQUIRES W­ DISTANCE BETWEEN BOTTOM OF PANEL ! � AND (2) To SF_1 3�15* '11ir - -1 M., BUILDING CODE COMPONENTS FOR REPULAR, LIFE SAEETY 9k E-Z HANG STORM PANEL SYSTUS 7 (SCALE 1/2-l') - - ___ __________ - -- 15. 1 25- (TOTAL WIDTH) - - - - - - - ---- -- - - - -- - - - __ 2.18r - - I : -- - I - - -12.5W(EFFECTNE MM'H)- ---- -,------ - '!� I .- ­_ F I -,I- . � - ­193" ; ow,z"I - ,,- - S.,, . :,EC - I I I , - , -- E, I/.- um)-_ - - _­ Ill, . , ,.2w ! _374�__ A 25* . '. To ARGUE I OR - IS ,��­ . Au �o_ ontf. �, I 1 . TIT ,,, . , I I �500'1_1'_ �- 1.3,W - ff ^ � I � , , 1 , 250 , � - 1-5so - I � 0024' uft ITIKK ,- 1350 - � 1 I.No, I ,� . I � I , !!k F_ - _� /I .375' . !) .� T " ,�_ - , - 3 - 100 , t i BE REMS&M , �'s 111*1 "", �;14 1 11 ­ i , � � - "' I - +1 I � I 688* - ­11 � � 400E� i EDGE GALIWINIZED STEEL 'STU 4113 � , TYP I " �0.2,0)0, �C*A, " A S, ­ ,G& 4' � I'Soo" I ' S, 'N, 'O, L ,--,&, I GRQ� 00 WNWIUM I nmEv ; 1! 25- " i 1-1.1-1-1 - - -I ... DETAL A G CID Rlkl� -.21, 1.1, ____i 11 DEA, I-- _Iii; ­-3TYP", (TYP) (j) STORM PANEL -_ - 1.3601- - - - _____ , V' __­ - , - -1 MNUL - -1- I- - A - 7�' - 2.wo-- -- I PAMEIS SHALL BE INSTALLED ALWAYS "TOM LEFT TO RIGHT W/ 1/2' LEO - 2.M7'- - - (�) aCMAM (�) ME' JMK (�) ANPLE WER STUD I AT END AT LEFT SIDE OF PANEL ___ 'I- . ��, � --, � i jr- TOP EDGE m PANEL OG24' (MI.) i FANILS END UP 'I-, , 1� W1 HEMMED FUSE- ,__� -'I--- >� - .. __ . 3;5, '.-270' I f� __ PANE' GALVANIZED STEEL � I 1. I ./-, / j I I "�<-.11, - *4liwr ,o>� _� " � , '�� - - -, - / � " - - _-� " 1-1 _�..�� " ,:,�,,,�__ � 1511� //Y' 7,6. �Z�_ 133', e1770, * I .- ­ _��Qff. . , __ . �t..r.�� I - 1 , , . I ; , .07' I I 1 I � " ' - - 0.15213 1 1 - �1. 11 I 7 ,,� - I G.. A7 ,� 0.250 4 'Iffil -1 � I.' - - I I -1 2 590 - - ,;,, �, / "Emm9k, , � � - 062"! ; I 4�_, I ­11 . I 0(felpal ')'��, � �. , '\ ' 2125O* � - - ,�/ � ISOMEMC MW REJAILA 1 � :, �-. ,-'= I �-- , PANEL __ ,- - - I I I \� - 1:D5 OR (y) ( \/ i I 1.11-11 - 12" I 1 � ROONUED CORNER 0 ENDS OF PANECS END tip W/ HEAdMEO EDGE, 2376' - - �N:r S) . ',i� S�f- I - Mu, �Dm- : � �, , I I , ,� t , ,. Ue , 375' ' � IV, sonm 11, - .I 2g; I I -Ill. 3750, 072' � I - 1 - _1 I __ I . I (I�P.) lt� 067" _io 2.1 w f ­750­ (�) 'KEY H911-WAM LOS-H554 ALUM ALLOY i �, � � PITAU,J - 11 EOSE OF PAWA, (�) KEY H91L_AL_EAHU - `S"- - I .1 - I -SEE SHEET 6 FOR ADDITIMPLN, .., , I I' , "'U'Lcm, " 'LEEV` 'E"C", " , I I I i . t.250 � - I .17 IT SLEEM 2 1 /A" I 1 MAX, LENUM I ' - - 125' " ) 4 - ONLY WLW POR WSTALL'Tiows "cc, . lw- WOOD STRUCTURES I I t- 1:?S, - ___ ­ - _j !_ -..,93* , I 2.DOO' I .- , 'Coo. � i L -L I 3.75n i I _. - 2 548- - --- 1. its . _�____ ou uQ �1.j � ,I 2�1 2.0013 __��n m_., I :750" d - , I I U' HEADER I' I-- I __1P - - - � __ MIN, TO 5� M­ ---- _ - � i I I (R s&vx_t!_mA& - - 2,000"- - - U, I 1EmQ1EL_* @ AM= .... (9 "J MACK 9 PAWJ_� 374' - I � 'Iw --- -- 3.000* EN� - 6061-76 ALWY : Z F­ - -11 � I ' "'T.011114 "" A;.T14 "" -- .141W ... ... 4/'I,, X, (USE ONLY 0 144, AWE) F04 E-Z HANG STORM PANEL , f . - 0- _.__j .082, ,­�Cemi�--, -- , 5, . I -, _IP , �, w SYSTEM) 60$3-76 AWN. ALLOY I , ! .47o� _7 275* MIN--"- . 11� -S F , � I L:�� I I II � , - 1. 57 - � ,� � I- -,-,----- I- -, I7_ ,f 4, � No % . i FLORIDA BUILDING CODE (Won High VaiocIty Hur icons Zone) 2, owl, - 1.116- ,aso-6-,, 2 : .44167 � --- M a 25 IN 0 4N;I WN� �, I I , * w -- - - _�d "' %� � K.P. '" L==��_j ��. ! A)S8, I� , I' I �2? :t[ , I. 'If., t,_._._____`L� I- , mo­-1, , I � I - : 't, , ,�,, '� � - STATE OF ! � '. -- - -Z 24 GAGE GALVANIZED STEEL STORM PANEL DOWN 3r. I I (TYP) � 2.000" - L__j.___.I1 ,, I.. '--- -- SEE SrCTO1IS - - - L - 301�7 _ _ -250' 11 � I , , .. MIN I -1 ; oll,.--*"�I � . - I � ;;� - � 111LIECOLI.- \ GLOBAL PROTECTION PRODUCTS, LLC. '.'IT *w ILx &I STREET (g BUILD. -OUT 'r- (R BUILD -OUT "E" TRAC @ & (P� WASHERED � I - . I 0&l WINGNUT I- I --.---M-- .1. tw­ ­f.o­�­ ,_0006719 __ PHnNE, (.,) _� rL 5AH' -175 - , W_761.� F�- w.).-en, 20 - - ch� k-N IMK ANQLE (ZAMAC 3 ALLOY) PY 9A_/STCNoUnU'AM . I WAPTER A. �,,P,r. FLORD, IN ­ Won 2 OF 1. - ___ - --------.- INSTALLATION DETAILS FOR REGULAR PANEL(il INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE ANCHORS LOCAT CONCRETE ANCHORS -(SEE SCHEDULE ON EXIS71NG POURED CONCRETE (SEE SCHEDULE ON MSF1W POURED CONCRETE , SHEETS 9 THROWN 10) OR CONCRM BLOCK I � I SHEETS 9 THRO", 101 OR CONCRETE BLOCK REQUIRED. ..., 11, . I -, , , ,REQUIRED. 11, ALTEME LED ��__I` 4� ____ ED. , ". .. CONCRETE ANCHORS , ,1� EXISTING POURED f � . - _� `� 1 CONCRETE R � :,____.� , ISM SCHEDULE oti- � 42__,��* I � �-`,'4� r 1. 9 THROUGH In - __ ,32 - :, �'­_-_ � �.. - ;-, , Lf I . F - U­ ____WITI� WX WlIVWR - . I / � - iq � ck � __ _', - - RX sn" OR , 11 . .1, 1 - 11/4 "��.11,1� I - � I/.*_2NI' .� " Ill/ NO, ­.. 1 _jI/4' __ - , .� ;. - I VAX, -] - . . CONCRETE AACHDRS I.. , I _w - __ I _ __ _ ­, * 12 1/2. O.0 I I , . I - I ; I N I (SEE SCHEDULE ON 'Ir I . .., i >`;� -- ------ - ' L SHEETS I) THROUGH - I � �': T ! ELI)- I i I ,� *_ ! 711r7 - - i i fI_ *L` : ( ,�2 I I -.1VT mu F-D. I �,,,,,�-,�;'- - 6 1/4- � . -1, I t I �_ I I I - I I' I � �' - r' �_, I PANEL LENCTIM -I - `­ , , b � (SEE SCMCOULE 5.1 I C, i � �;, , 4 -, "I, i i ; ��, �, i ON =30 I . I ��, I mi., 10 I I � 11 "? , SEP= - - FI&3R - 10, 1 (1) SCHEDULE I - I 1/*,*;B� . I , . I . I � TO 4 . - Wo , I ON SHEETS LL AT T. I . I - - , I , . wFa,I,M,a SERMIAVIO." S (SELF SCHEDULE 1 la-z " q a Ica 0 .i( , " - i '** ONLAS Loom, o" r-.to I ON 94ECT 3) _ SPACER v - I - � 'L' V­ 11 �'I` ' I I N " ,,� � _r (SEE SCHEDULD ­ � W. FOR I I PAN LENGTH I I SHEET 3) � I I ,I I AT E "R U 'C At— f ­ ­YL: EL A� _' _V I � 01:;:"'�� PANEL LENGTH / : -C k - I (SEE SCHEDULE I` t L�: j I I I- 4 , w. r-- - ! ON SHEEI 3) 1 (SEE SCHEDULE I I I I . - ___ -1 ON SHEET 3) 'NtST01a,4 11 -_ - SEPARATION IX I j I I GLASS I I I TO GLAS& - i/ .L;%q" ,�, I - ­ - _1� I DI 1-- - _ .--- ­­­.. I SEE SCHEDULE I � ­ ­- ­_ - " ��-­,i�l ­ - __T - -1 N ON 50 r__ - . - I I.. - T- I I T, wx A SHEET 3) i OF IL :� , f -IL .i OF -C I � [ C, �) I - " : MAX 11 �;�_:1�1_ J�:,,,��-. "�;�-,,,, J, , _. ����-1"-":"F-�,,�'�'�-,�',�"I"�"f�,�, I I .. . � I , I . _ -, , I , -: ­,_"�_4�2 �,," I � � , T ," �,_ � "'. .�,"";:,;, 1 , 114) -1 - I � so% _ . ,;. " ��` ! � - - ,_ �? �,. SPACER � It I @ two " - 0<1`1_1 *L ��11 - OF I E,O __1 I- __* - IT ; 10 12 1/2- C.C, �, LEN14TH MAX 11 ", �� - - -1 - - - I ­1`1 i ��,,--,�� -, _` - __ , �, I �_1�1_ I K : I I I .; ,7.7 11 - f IF I ,9,,-�, , � , L r , , `­1 - - - - - - - - - - I I,, It L-1 - - - I I ��_��;,,,�, - CONCRETE ANCHORS _�,j - CON , --,� I � CREIFE ANCHORS '��, I I - - __ , , "', _�'�'�'_'zl_l I , , , , I I I _��_�,��',���'Z'_' :1111, � ,-, (SEE SCHEDULE I __LJ J EXISTING POUKD_ ' , - ON � I (SEE: SCHE]DUIL ON ft: �, I If* - - I ­1 � I �,. - EWE U* WALL OR SLAB - ...... -_ I C ­` I� � , I -- - I SHEETS 0 THROUGH 10) LONG MAX. ALUMINUM O - ��,� �1, 2 1/8 "Errs 0 THROUGH 0) 1-1 _�, -0 � 9, i ,_ ,- ,- ,- ,- R­­ I I , __- � ,.' I ! a 6 1/4- D.C. ALID FOR (ALT. CONDITION) /, � � - 1� , , 5 """ , . .... . ,,, - EXI IS POURED ,CONCRETE ALL DESIGN LOADS AND PANEL - STI -XI LENGTHS PER SHEET 3. - I " , on CONCRETE BLOCK T SUNG POURED CONORLIE ETE CONCRETE ANCHOfre 1 ` "�, OR CONCR BLMX I 1�� 111 � , �__ REQUIRED. - .. _ FBOUIRED I '*, " MAX LONG ALUMINUM SPACM 0 STOOLS ON L, _ � (SCE so" .. ..... - O.C. (SEC MOVE #1 ON I - ---'EDr-- - -, 12 1/2 SHEETS; 9 THROUGH 10) S-aTs 9 A, I O�) ') 1 CEILING AN OUT MOUNTING WALL MOUNTINQ jQIRE§M WISPACEES 09 OR 3/8-1, S 3/8-0 SCALE 318-f' 1 ""ptintift .... I I - 'It �N-I . S$t5i� I ,,�,; ........ - 4'. . . � � - - - - �t E N,T � -�V%,� ��4 � . � FLORIDA BUILDING CODE (Non High Velocity Hur cone Zone) z .. * ,C eUM0 ��. - r.01 z , o.44167 -, '= 24 GAGE GALVANIZED STEEL STORM PANEL _____ = . , DRAW EIIf � =*, * .. * _� ; - . I w/n/fIa" - * - S,2 -!�% STATE OK OLC:��:,-> GLOBAL PROTECTION PRODUCTS, LLC. WE E.D. - EDGE DISTANCE _ �; (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN RE I - - 4000 SM 6i STREET SHEETS 9 A 10) GOM&NED IN ANY WAY TO SUIT ANY IZC? - - M�.t.,_ - - . .I. C.K rL =14 20-175 1>/ o, " - , L', - ` I`N "I'll )W-76�, rAk- MNM­­tI?57 INSTALLATION, 1--l-I.- - �i _IL_ 11 mom ftI '111nnnifte C.-IIII � I - I-.] .... M. I - __ - *In,= ild , - " , I� I SHM a or in L------J- ____ ___ _­­ - ------ . 11 - -_ 1-1 INSTALLATION DETAILS FOR 5ERIE5 2Q!29 & 1000 E-Z HANG SjORM_2AN&_j INTO EXISTING WOOD STRWf,jURES .- I, 11 1__�!­_A�! ;/4'.�LAS SCREW$ 4 A' O.C. MI/ - � __ i ­ I - fi, __7_�_'_ 6, Q C w,, , I ..... . . � 1/2 Ml� tHROADED PLIETRAMON 11 � .1 I'll. - - =, 2'.., , I ­ , I/4-. O-Z 51RM 0 - - �,] -IO C-15TPH, W,XIO HEADER . I 114*. LAC Sc�'_*$, 0 S' 0.1� W/ � ,_ i , 1 1,I2, W, THREADF0 PENt-MTO. I , , I u �. . I � � 'i FLAT OR O. 0DIA 1 1/2' -, THREADED ffNVR.P,- o . , � �, - I �i 70 LI WOOD Ifullm I 11 - - ;;�Z� 11) ExmTM W= . " 1. I I C­. 1'.T,' S._� �7� /� `J11 - , tt­- ----(_i1, I I , � , I I i 4�_;zw^' .'s F-� -_ � I I � 1i ) v LA END OF Q 11 I � � � , � � I . 'I i ---@ C-4 0,4." 5 M's , , . - I IS, V­ � 1,4145WI's - .0c, , _ � A 0 - � , I_ml . I � � I ,� C,7 i , *1?1-1 , � - ­ - - I _, , r4 - � - _,4 = h . I i - 5 l, .� I ... I �, 1, 4. I 11 I f, I _� - , - - I., , LI1.1, S��SL � . I- i 11 %� i 3 s e _, . . _,,4-. LAG SaRrMs, a 6' cc W/ � ,11 I - , rr , , , , Ill I I - � .11 � . . Q.- UPC OF " - -1--_ - LWIR�U, @ � i r � 7 I .1 Ii;!_.1,T1_1v/1'1/1-1T_­_ I I i � To "�I� i 4 �i 4_,_`1'�_"_`_1i�1 11 - I � 11 te, Ism MI., ,/2, & � WAUFR. - � m� I WI_ "Iff & mlqll_�Dl � I � . � I-,I " 1 � Li_ �_Owim_ - I- I t qa- I - � _;_ �, I - ! IIWI; � I I I j F ,w IV -IN, 1/2- - , . - , . �,._ -1 T I . .. l - 306* A., PUP � C-1 T_ . 'A­Eqlw� -1 -i u J�! 11 ___ #,­, %.,S, _hRK - a , I, 0 / �� I --- S = 0 , I -ER 0 EA M OF 0 I -i a �._ I ":r" 1 I , I I am i �� � I �9 el-11 - 1 - I I ,-,,I * ­1 I wow I , REGO I --Of - e- - _­� :�� 6 I - _111 I 0 - - i � i I r-, - - *MO WADER REOURGY I ,:D� I i . i - I,I,l'­21,1,3,II- � I i i � I A191& I -­---� ­�­ � m� SCREW I I I- 91 -, I 'E, It, 2 q/HI- w, � 1/4'. 2N.y 1� - S. - ,� - - - SEPIAT0,104,_ � To PLAS& , , I I � A ... C N; 4G'111�11'1. i To au`s�_ I "'k %�Y, - , I , IF g 12, OC _­Q) 6� � f"I"' OVERLAP, I I 7/8' M� 1 .,. MI v - Lo- ­ - - I. WARATION - i � ; AW, x 1 r i/.*0-2G.3/�' - TO cAA,ss I - , �.,_ 4' ,� I F i ll, - I I 0� �� . I 1- I - 4 I. . i ! -2 9,11v, M. ir i, A, in, 6 .§ SEP 7"C', - 4".N-32., � � 11� iE ; I ; 10 CIASA EVERY 00� I �7RR I 99 _T TI i 11 !;I 4@ lr� f � 0�, OVERLIF / - __ I - .. - I � i 1� I ;I . - - - I - i i I i 4 I 0 -I- - ____L1 I 11 i A � � - - - ; i : ! ! �, i2c, l 4 .-; -� ;� I I I i % ; . . z � � I i I 11 ; - I e p � � 1 e , . 1, ; I --f, . �� !,-I �i 5 Im, �_ 4 - � I .1 ; I I _� �, I! ; I I 0 - - �= I, - I r , -1 , I -0;� -S - - 7 1 3 �t I I - ! - i I I i ..� . I 4 � I !`@ `1 II.i. @ 1, -1 -C � ,,�,,,,,, " 2" 2, 4 . ,� I 1-1- - -_�". - �;, - i i� I I .cT vl,z, - � j I' I �� s " - 0 12' Oc I - 4 . , I A � ii;,� 1� - - . - � . T I . ) -1 "I I , � � - � � (z __\ �j , I 11 01 ., I I 11 L_17 I I ��- 1� - , , , I �� . 1 � __-1tn__ - - - I- I - A(l* 4-qJ/ �_ I :*- PAIII lD 11 I I , i I . Ilk i/11 I. �Pl � R f� - " - �m PAN MATE PLUS ./ ! i--, 21 Ai " , .n C_t, - ___J�­ ­1111 21 A � � - , ' � 1 � WI. T4REMIED . 11 I I I I (SET WE I. BELOW) - . 11mo IP 1/:I, ic - 11 - __1 '�­,wi-*- ­ ­ tX. , 'r I I - MI wlwm % � , 1­ , __T__ . - 3 1_� �1_1_ L', � i, �, I �� - - ,,� � . / L - I -,-,-._4, 111" 'I ,_ "-" Of - � _,AD I - %, . _ 2�, 1 : ! - I/fti�vml/v M S , , , I 1. I. � � MI,W _ W pL . , SAC& 1"� . �p 11 REQUItm m , . � � , - � I I - � - , q , FLAT OR , 0 SIM Of PLATE AT SFRIES WV6 0A TOOL 1 lsz-zw;ni ON �, � ' * I" , 6 tZ,�A-10 PANELMI PLUS"W �_ an.) � � 4 W/ 1)r0.z11M1 'All .01IFIRAT'OK 0 21, 1 1 11 I IPWWAMU Par. O, If 1� 1, , i , ,on I I C­ , �� _� �I -V� . ­".' -.. It All, IhEm I I ,�* LMI SCREWS 0 ) 2� _e .- 2� . / 1 IWRC-= I I "i TO. I, "';tIXJRUl �TWGT S.IlTtATIDN WALL � MOD RED &URNATIVE 2"W I . . OLIN LT2 kA . -MI, 2"'. WOOD FLAT 'A ON EDGE 1 � m . I OR ON Exr. SCALE 1/4'­' � I I I ,� PLATE REWIRED awa �� . ALTERNOYE 1 *W - r . .. 1. 1. , I i - , RLIJL5��TING � � SCALE '/A-_1- I . I I UNTINq - � I I'� ,.I , 7 � EUM TO CEI G MO ALTERNATIVE 4,"W I - � 1. INSTAILLAT*1-5 ARE OIILY VAUD FOR BUILDINGS W_- A- D. DESIGN LOADS ­ , E_� i, "'tO (I,, SME ,/,I' -I* ­ TO .66.0, -75,.3 .f AND PANEL'S LENGTH UP TO 5'-70' sl , - _" �jp, A, Tit ERNATIVE VW rN S I T , - . I ,,f I --I- I ,e�­;F � - SCALE 1/4 __7 I .. I ­.. 2 fop NEW WOOD FRAME COWS7ROCTION, WW-' MEMBERS TO HE SO[YRIERN S, __T I., ' . �, , , ,� - "I,- WE AJ�. Z */ SPECIFIC DENSITY OF 0.55 CC EQUAL , - ,; ,�� -"' � `.�� �C ENS� ,, I 1-1 I... I. f '.. . � FLORIDA BUILDING CODE �Hlah Veloc HurrIcane Zone) "oEr " - � 2L 110-_�- . = !" No� 4 197 ,-- - - 7 _am mrm - 20 GAGE GALVANIZED STEEL STORM PANE 1� = *; - SEE S-EO,fXCATIX�RrQU, I= IAE OF . , I - , � 11 0� W� CT= IS WELL AS PANEL , - . 2EFUI 19,10 z - I _,� � MISTALLANDY TFIM ON I - low OR 2m Ilswmi�� � ­O` STAT OF,� � -�P'- A, V ��__=_ __> -1 GLOBAL PROTECTION PRODUCTS, LLC, 0"N'U"' , - - ­ - Aln - -4, At' - , V,. _ / ILIECO... \ MITI S., sl SAWn W_11_sa_C2kMUlnQN_� I we "1812ER XQQQ_ERAW�%-- fa�,�' /,;�___ �'VF ., - �/­­ 10; � I- m"A"; A, s�m&�, . I �11#_ n. All,. - ..... .__A`&_ 1� .1. P,,ow, 0-)W-1�, ,- (.�Mw-am 20-176 rAmwm2m_&_Ah0QLm&Amv """' OS ma 44 GN� L­�* 4, To- & Bor"M PTUIPiTIMOS CA, Or C"Ol"E' H My ' `­_ I .�" -, �, 0,10 _'IM1 � WAY TO SUn AW USTALOInON ' ­'. I-, . - - ", - , *11nnn to 0AMUN, O,,_ I -7 "`�-,�­ Rolf, SHI)TER TWKS NOT "OWN R CLARITY Pt ,x,,�,,,-tI(wT[ WALTIO, A ILUT 4� pj_ 2!,�'�-7­ � I- - ­`­ - Dak a A I'll, l _ _ . �7 � .A , �� - _ _ Q"�&W IIIII"I: �, :. �,,. Em. w1vol. 11 W76 I m-'Uj;v_19�1!f_111vMNI I " ___ -Aft'"­0 - MAXIMUM PANEL LENGTH "L+' OR "L-" (Ift.)O - =; "-D U%_� 0 FMII�9911RE RATING . ,J) (� ., -) BETE & wow W$TALLATIONS t -,_j+-::j -, - 20.0 P2'-G' "L-2i - _ __ li�cl_ _12-0- _,L I--$- � -, -L IV*-V' � ______:±�_,�, - - 3510 __L,�__r - 1 4& a _LQ�__�,, )0�7, _Lo�_� 9�_. .-.Lo - - 9 __67__ __W__9_ SOD jI7- -- , - -- 8�_�_- ---I---,-- ,---,--,--. - 7� !�_ - ­_____ ' ___ _!tQ____ , Mo ------ fi;� _­ - , __!� 8*-J' - a .--D; , _ _��'7� � ­ 7�7- -r-_ '. _,��_t� 70.47 p;;:a;, - __TiV_ MO T-5- ­ 7-_�?- --i-_10- 67-'- 7- _'�W_v, ___ "'�_­__ _r_Q__­ _i�­i�' - _�r_�;_- __ _;7__2�:_ ­ ii.5---l- ------,---- too.0 ­IL�_­ - 6,-5, ­­__il.��, - ________ - ,1 _. ---- 1�i_ r ___L.!_ S..- - _--id-1-6- __L1�_,_0___ , F4�0 _.!� -4r, ____ - - - 5.- 5 ,_6 . _�I_e_ - __ I'M. - - M DIRECT AWUNTED -AT 1ACH11IND"" MAXIMUM PANEL LENGTH "L,t' OR %-- (ft) 0 ___MW" "0- DESIG" PRESSURE RATING (A,..L) I+ ., -) CONCRETE & WOOD INSTALLATIONS t . -L+ __r_L_ -.- 20.0 ___ ____ 2510 fe� ­ ?2'-w 3 O. ._LL7___ w-1. M. a I r *-a, to,-7, U�Lo___ --w-to- 9,-q- 4GO 9,_R" 91-2. __;Z_9__ -I'_ 1. 8'-7- 5ma 0 - - ar-;:-- --;7-]F-- I— - ii�____ - Ar-r __i-_v- -,- ____ --- 8*-O' F*_51 _____T__0_ 65.0 - __iw­ � - __ -2. ­--jD��-0--­ - 7,-s- 5­w T&­o­_;;:;7_ 6,::�;- - --- dap T-,.--, , - -, W�0�'__` 9li._0___­_,T_i�­_ __ - __ . __s,-5*_ 61-31 ­­i:-- - #5,0 rov'a liwo- __7f­vb­_ , ­­­ _'. �E'_­_ 0 1-3* _6;_�_, -,-- ­ 6'-�6' _ 7 iii­__ � __ ­ - I ---;-7___ IT - - M04WW SEPARATION TO GLASS SCHEDULE . NNOM? PANEL " _ WIND SPEED 'g 170 '4 h 1 WIND SPUM � 170 ..p.h 00 - �AI RES-1PARED I ���_D 30 OR LESS I . I I I . --L V, 1 6 1/4* _�a_, To go '. 1 I- I 7 Ila- 1 7 1/2- , 1HX) TO 145 - 1* 1 " 11 1 7 1 , /2' 1 LPT.5 TO I _ - 7_ I .I- I - 1 7 1/2' MINIMUM PANEL LENOT14 Artl FOR A GIVEN MOUNTING CONDITION - TOP wrom - ..017 woula I - - ___ T ___ _ *61 11 , I *I�mt,* *r HEADER HEADER 1 , STUD TRACK ] I ^10CLE - Ir TRACK AMOU =. I flu, � max c w2w. - � nm'IM 411' - 31 1. ,� 11. w 50' 50' _ _ , _= _I .�iL-_ -04 , 1#,I,IRE� -:--- _j5 _'T - __�� 27 2 'I 32- .2- - __ 3ma. 1. - _,:! , . _ 3 I If- Tp" - 55- __ - - � F2 2'r 1 - -r 67 , 60, Go' ANCILE q? 1 v 0-m-um 50" 1� SO- 1 Go- * T -m- 56" 56, (141 06��', - I w- __3F_:��121: I I so- 6. 1 56. 58 +2/4 1/4, 3/4, 4/5, 5/5 & 6/5 -10-1w/6. 2101/6. 3W/7 & 4W/7 � mAx ANCHORS (SEE SCHEDULE ON 3' MAX - __ - SHEETS 2, to &I 1) - -- -- - - - - - ­ _ .-.-,--I...- ."7 ­...- - I 1 6 0 . I 0 In I � __ DIW (�),(�)�,(_�MrT -'I-- I- I r- I- I - -1 -'r' - I- 'I -- 7, -r- - F 7- - ' r- - r 7 - -T - 7 - F_ _T - T::,-�-, -, � - ----L - -i , _,_ L - 7- 1 ----i-, t--, __ I I I � I � � @� @ org 1 1 1 1 f I . � i I I, I I I ,� . I I � i I I I I i I � i � V f � I 1 � � I I I I i I i I i � I I I i � I I _' 1 I i ; i 1 1 --i- - . -1-1. 1, " - - - - I � -1 �/, 1- I 1-1 __ 1--i - , ,`� __ I I __ L-L, -] 8 I Y111 - I "i. 1__.__­­ _­.. T,_[ , . . ­­ . I I . _' � , __ - ­­11 - . - - 'I- T' � W ­ - I I -1 � - ,,, T , * I 1 1 1 1 , - _ 1 1 " I __ -4 1 - 4- i i f � v � 1 ,- 1 - . I - 4 , A— - I I - _� ___[ -i : - � I 11 :4 ,,A I r 1 i ! I I � �, � i - - - I I �l I i I I I I t -, 1 1 - - 1- -1 I- 4 ­i__ I I I i UNBOLTED PANELS I . I � I I I ss, VLS� BOLT v '"..; � (SEE SECTIONS AS 1 7 I � ! .- -I- W/a'. I � . c _.� I i � I I/ EAL TERLAI � I I APPUCA�I_E) � I I I � . . . 1 1 (SEE SM104S AS APPILKABLE) I : . I I i i I I � I . ! 1 1. I I , , 1; I 1 , . . I , I i . ; I 'i t I I , I I 1 I � � I I - i I I ; I I I I 11 � I I �l I 1 � I I , I : �4 i i , I I I - I I z I I I I I [, i j ! � i ! 1 1 1 j 1 , , T i s ! : I I I I I I I ' I I . I I I , 1 I I I ; i i ! I I , � I , I , I 1 I i 1 j � I 1 i I I I I I � i ! I 1 I I 1 , . I I 1 1 1 � I i I i i i i � I � . I I I i I I I I � 1 1 1 1 ! 1 � I I i I ' _j_ I 1 1 i I � I i I 1 5 - I I � ' I ' I - I , � I - �� I L - I 'i I- I D.M.,(�)IO, ,., ; -1- 7 ; - - J­ - , 00,91.---- I * , a , $ .11 1;� . 1 - I W11 10 L , II r I - I ;, 101 I - 1-11 1 3' Mm I_, - -1-1 2� MAX __1 I MIN, -1 I 'r , - I. ,I"- i L*I /4 /4. ., 515 & 6/5 � LOP 2/4 I ",j,. 3 1 1 2W/6,, 3W/7 & 4W/7 � I- -----. -- ANCHORS (SET SCHEDULE ON SHEETS 9. 10 &I I � 11 - 11 - -, REGULAR =814 PASEL (1) ELEVATION Z68'r M.T�S. 1,4 - CAP � , NX 040t* -1 WHOLE VALLEY) I I � � - - 11 i Js "P -7- I - - - -1-,--,, -i ­�i) I 13 N-T.S. [1) J., V-014IN ALLOWABLE PANEL LD47H FOR A GWEN POSITIVE A_S,M DESIGN LEAD. L­ MAX ALLOWABLE PANEL LENGTH FOR A GIVEN NEGAT AS.D� DESIGN LOAD, (2) PROCEDURE To DETERMINE Mmmum RMEL Learw COON A POSIFIVE ALS.O. DESIGN LOAD, DETERMINE MAO" PANEL LENGTH 1,�' FROM SCHEDULL GIVEN A NEGATIVE A.S_O� DESIGN LOAD. DETERMINE MAXIMUM PANEL LENGTH 'L-' FROM SCHEDULE FINAL MAXIMUM ALLOWLE PANEL LEMON IS EIDUAL TO -I' ARNINU MTOMINED PAKEL LENGTH BETWEEN *L., Am 't-*. (3) BE SCHEDULE BELOW FOR MIN. PANEL UOWITN FOR POROSITY OUAUFrA1IOu, . 'NSTALLATIONS INTO WOOD ARE LWATIED 10 s 95 p.&I MAX AS,O, DESIGN PRESSURE RA71MG __ I 1-11 ­�,& ASW � ,1EM147S R, 10 & t I FOR MAX ASM. DESIGN LUMDS & VAX, PANEL LENGTHS FOR I .� 44167 *1 1. a RXDNI IlOnItI. WL * " I , -a', * . 1 'ZZ:�L 7";�� ,* Z_ ] / ' 111LIECO. ��. TTII;T�r Of: ���- _:_�: 24 GAGE GALVANIZED STEEL STORM FA RAWL DAMIN ltl� _OBAL PROTECTION PRODUCTS, LLIC. "'�'M muo ILW. 5, spons OWV� fl. 1"'. "HOMI, 0`M`KRM_7-w ­ (W-KK%­eJW, 20-175 , - - , - I_ - I- mw*,o ft I ____.____­T,____ 1. msmwioN DETAILS FOR REOLAR PANEkUl INTO WOOD STRU91WKU I I "I ... L-'I--�-�,,-Ir.-.--I,i�-11--",',�""'-'-L - --- - , ,_ _ �� ii , ,L��-, -,- �- - - -0- ------ --- - I � I I � � - 7 - � ___��I, SEPARADON -Ij � . I ­ ­ '� . � �_l il 1 WOOD ANC40RS ,- - "I ;, 1 i ____ - - 10 GLASS. , - I - I I'' - IF SCHOOL.- ON r" 11� I (511 SCHEDULE ;,�.- - - " ISSE - I 1 k . f G'a�.o . i I SHEET I 1) ­ . !. I ON SHEET 3) 1 -Art, "I I �' 5I � "' L' so -.-g�, -� I I I � 11 "P-O -, I 111�1 - 1� , I - ­ __ __ ___ � ­ ._iio%�_ I- - . I � _ W TOW Imma- - 11 �� . _ - - 1, - ­­­ ­____Fv - - - ,L�'. -- �41 '. __ It I L � 'I UENI OIN r-ri I I , I � I I I i I I , I I I - .. 1 �� " L - - 'L, M.. , � � , .1 L � I I , , � I " I ,� � I I 11 I I I Eywittai -I,.' �r I i -1 - --'- -_ --- I PANEL LENGTH WOOD HEAM;R� j ',I - -20 WOOD ANCHORS j� CLASS i � - . '� L _1� I -,) I REQUIRED �, � L ­.. I (SEE SCHEDULE L I I , I L, . . SCHEDU oll, ,� jfL ____*I`_- - - (SEE '��-- L- _. - --___- __ __ ON . - , ­__T____11 I 1� . I 1/4' SHEET I 1) - . . W -- t _ I I m-_ '6- - � I MAX. I 'a ! 'uj- SGT - �� I I I 'a - I _1B I - `* � , Oi =1 S�ACER_j OF *L` 1, I L I � 1 � _ I . _.j LI - , . I -- C, , � Mo. t � " L L - I j ­ -1 � .- I WOOD HEADER �_ ;, . ( I 1� - .1 �� I _ __ = - , n - 1, I I REQUIRED T', � - : '. I ED I , - - �11__ L - I -I-, , :, I p W, �, 11r. - I ­_ - .... I I I 4.1 - :: �_ � ! 1 UL : U %% .. .. - I r �' LL . I . L I ED C, ) _77­1_ ' - i -I'l I ­ - 1, , 'L�,_f� I --- ­ _'­­,Lj__,___­ I I I I 4, I - I - ; �; ; ; . Ir I u : I � 7 I I � _@ I' MAX- LONG ALUMINUM SPACERS 0 t 21/2' u'll 1 - 1 1 � i 11-11 ; . I � I - O,C. (SEE TABLE ON SHEET I 1.) [ , 'T #1 i i , I MITI. i _01 � ; I � I ! ; SEE NOTE - mow volt LIMITATIONS FOR I -, ,� 11, 4 SEPARATION 9 v Mal IL "WL I 1 1/2. LONG SLEEmm # ! i i , � 1 I , I to CLASS . I FAAE- � hSHE SCHEW" PANE1. LENGTH I _ LINOTH " �! ULF (SEE SCHEDULE I (SEE ScAto 11 I I ; �j I I " �� � - P41(EEAT& FEMAILE To OR PANEL MATE I ON SHEET 3) ON SHEET 3) IT - - __ , - - ON SHEET 3) 1 1 I � ,,I I � � SCHEDULE ON SL4Xr 11) i , I I ,I , I _5� I I I :_ 'I I � r 'r, � I' i �Cn will, i "I 1- ,,,A - A� '9 "I I I S=p I Extl�tllt I " ; w.n-1) Extsntg ---. 11 � i � 2'.4* WOOD , - , -1 I PLATE FiECURED I ---i L- � - . - i,lm ;, -1 GLASS (Sf�_, SCHEDULE - ,I ( T) � �_ 11 I 1, i;� SHEET s) DIRECT MOUNT W/ SPACER 6k- %, I r __ - * I - L_ , , __ _L__ -1 It L .1 - ALTERHATIYE 2W' f' I- ) I - C'j ) I - I : . A- 45-4 SCALE 3/8.1" 1 ; : I - - ! I , - _12, I SEE TABLE 0 1 ON SHEET I 1 FOR MAX, PANEL LENGTHS & I i 50% 1 _1 _­ . I I 0 1/2- OX. VAX. ".D DESIGN LOADS FOR THIS INSTALLATION. I I 11 'C to I I - ­ _M I 4!. I 1 , fi�._ i I I I - - - - I 7-Ur-1 IC5, __ I � , : � k�__ I --t - " I I . I =I . ;z 112- Q,c � I I I - L j 4- , " , I ­ - - ------------------ 1. 11 I - IF- _ .- Ii V __ __________. I ED L I I . � � I I � . I I a I I , I * * hCm. WOOD ANCHORS I 7 1 3 - I I - I- _ . . _,woom* 0- i � STAGGERED W/ STUD I '' 11-17-1 I L SPACER 9A MAY BE I T/r WK 0. I �` - - ­ ,�L*__�� I � �: � (SEE S­ ­ I , , 1 � -- - . ; 1 1 , _­--­-------------_ I � If) ��. I ,,, : : I �, f SHEET 71 � �� I J : �� it) INSTALLATION I$ UUM TO A OW SIM WAXOM WITH 15' I , � .,,4 � � I ' I MAX MOW ROOF gf�=S A RESTRICION FROM ANY 2 * WOOD � *mm I � r � L !; i i i .,- I III: � � I , OVILDMIO ldvw "Im ON SHEET I 1). t PLATE REQUIRED , I I I 11 WOOD ANCHORS I � I 11 I I 1, I 'i� I I - - - 1 9-'4- WOOD I I* MI SISPAM-1 , I I 11, I ­� I I j &tAGrKM W/ Mo , �" ... Y m ,� - '­, �, ­ PLATE Pf r , � , , 0, AIDUCETT 70; lv�r I , I , 1�_, I _:OVIRtD I DID "Nots wm vNRE, wwo= mflix-I'muml IS OR ; � � _ I � 'IT ,/, I � � � (SEE SCHEDULE ON UNAD AS 14, FOLLOWING OmOm" -, 1, -"-- - PAN& MATE PLUS) SMAIA BE QA t 'I'll , SHEET Ill I COW"4 ED, WIft DIM, IS A ACSIFICUON M10 42 112' O.0 SPACIND ALLOWED ON I I SHEET to� 1 f (1) MANAIUM ASO OVILIGN PRESSURE I I I I J, � I PATM, a ,MML -AS ;,.J. . I (4) WX 24 O-M PANEL UENIM 0 OWRO 10 84* AT MY OPEMW 1 , I I ma is A RESTRICTION rRom LARGER Rmm Lumvis &LOM ON , " I DO MAXIMUM mw PANEL LoWnH c . SHEET 'U, i MQU, � I "92mla, � IV I D' TI, a, LORD 7-m cowason WALL MQUONG I (3) SIM PANEL 06TAULATM 4 MY I LUMATWE-M 1 (4)11/2 INA SWU BE AS MUM ON I wow IR&W I SCALE 3/8�1' 1 2� w4LAT'Ok OF I vr Lao VACM 0. n my I i wo Ah IDmw %4ALL. . ,, q ALIERNATIVE 1W I 1 E_, FOR WVQ�ZDMM5 1. AM133.01EFERRUIVAM "S STANDARD AND TW 2020 (70, EDITION) OF THE FLORIDA ; SCALE 3/9-l' 1 w MOUATM MAD ONLY FOR "a su.01,10 GODE, . i ZDARS 11 2 * 3 P" AM C '06-06. ,"t,I I ! I I i -I Ate, ' ------rl-.--- .­- __ - okt� A. Tltz� '11'��IN .........". __ ___ - - , - N=, . .�., -,-\CEN'T�%:!� 'k FLORIDA BUILDING CODE �Non High Velocity Hur cone Zone) z I 1. z Tom (ILIEW. M_ - N91LF0B_Q9_MjRNAT1Qh_2E_==S: 1. INSTALLATION ARE ONLY VALID FOR LVAX. AISD. Z, � - �, _W0. _44167-­. z 24 GAGE GALVANIZED STM STORM PANEL - I DESIGN PRESSURE RATING (p.s-f) AND PANEL LENGTHS = * : - W. = * � I 1. TOP & BOTTOM MOUNIINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = , . * E --I / MI \ i�l , __ * � - I I L I E C 0 . .. � \ GLOBAL PROTECTION PRODUCTS, LLC, -'-- COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') � -1 $JAIt U-- - 5rt� OATIC i�s %R,00�_5r - - __� MOT "=" & IN PAST. INSTALLAMN, I �, , � ,-- - '11100 &.. 51 SINI'm 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD 250 1z,p - .. - E. FL. M. 20-175 - ct�jt,_ - '...", -,.I PNOAE1 OWAi="bI FAX, owsa"m MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECWIC I�; ele /I/ _="r 11 " " 41twoo NA I DENSITY OF M55 OR EQUAL. rT"'.iw,;w,,,vi., ,A-0`05"Is -.1 - I - I— � I - - ., :��� , 1 - 11"* -1 - _____ __ - - ; - P" I � U, _________ , , .. , , - - E !!!�� RQUAL19= _______ _____ ----I IC) 19 1�Ama_v=_wN__=1uL_qS&m__A__ Q,515._Mw1;1 �1�114�A-�Ilkl�,.M. OMCUM."Elfi-I -1/t-0 'PLD) HAS SEE" VEF41FVED FOR COMPLAMM IN ACCORDANCE - 1APCON ANCHORS, AS MANUFACTURED BY I7.W, eUILOLX, INC WIN THE 2020 (7th EVIVII) Or THE FLORIDA BUILDNII CODE THIS STORM PANEL SRALL, NOT BE INSTALLED AT .HIGH - Ilill-10 PANELMATE FEMALE ID AND PANI PLJJS ANCHORS, AS MANUFAMILED BY LILCO CONSTRUCTION PROOOCIS� VELOCiFf HURRICANE ZONES (MIMI-DAM / BROWARD COVI,FfES)� - 1/4'. LAC SCREft PER N,D_S_ DESIGN WIND LOADS SMALL A DETERMINED AS PER SECTION 1609 OF THE ABOVE NEMMONED Cool VOK A BASIC WIND - 7/16"f . 5/b* Wo SUStAING. AS ,WROUTED BY ALL POINT SCRFW, BOLT & 5PEM,rf (.0, . SPEED AS REQUIRED BY THE 4VIISOICTION WHERE STORM PANEL WILL BE INSTALLED, AND FOR A DfRECTIOkALTTY FACTOR KO-O", USING ASCE 7-16 AM SMALL NO I>-,-= THE MAXIMUM (IkSD.) DESIGN PRESSURE RATINGS WDICATED ON SHEETS C 1) MINIMUM THREADED ALNETRATION INTO WOOD OF TAPCON ANCHORS SMALL BE 1 1/2" AND ?* FOR fLCO PANELMATE PLUS S. 9 THRU 12 & 17, 4, AMD PANELAMLEE FEMALE 0 . IN ORDER TO VEFDRY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS MITIRIAINED PER ASIDE ­16 SMALL SE FfW REDUCED TO AS.D. DESIGN PRESSURE WING Bf MULTIPLYNG OT 0.6 IN ORDER TO COMPARE THESE W/ hIAX (A.S D) C 2) MINIMUM THREADED PENETRATID OF LAC'SCREW, INTO THE WOOD FRAME UNIT SHLOLUIL BE 1 1/2� NO THREADED ,THEM DESIGN P RATINGS INDICATED ON SHEM THRU 2 a 17� 18 AS PART OF THE REQUIRED THREADED PO4EMIXN I IN ORDER TO VERIFf TWAT ANCHORS ON THIS PIED AS TESTED WERE NOT OVER SIRES'SED, A 33% INCREASE W ALLOWAMILk STRESS FOR WIND LOADS WAS XOT USED IN THEIR A14I FASTENERS SPACING TO WOOD HAS BEEN DElTRMNED IN C, 1) WNIM' IV EDGE DISTANCE UP LAC SCREINS, INTO WOOD SHALL BE AS INDICATED IN THIS DR&WING ACCORDANCE WITH N.O.S. MIS. STORM PAMU'S ADEQUACY FOR WAC7 AND WIND RESISTANCE HAS SEEN VERITIES) IN ACCOR,DANCE WITH SECTION 160.1-2 0, CA) MINIMUM PENETRATION OF *,too BUSHING SMALL BE 5/8- 1/4- e-20 SCREWS USED SWI BE 1 112- LUNG wNwOly THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS #01114.01-00 AND #021902-09. AS SHOULD STUCCO EXIST, AND - MINIMUM FOR WALLS WITH NO STUCCO. PER SSTD 12-99 & ASTIA C 330-4" STANDARDS, AND AMMI TM14G LAB SOUTH FLORIDA REPORT #11230T-10 AS PER JAS-2o AHO TAS-203 PROTETI ANp, AS PER CALCULATIONS PERFORMED IN ACE,ORDANI Wj 5ECTION 1W OF 'IbE C.5) IN GASE. TRO PRECAST STONE, OR PRECAST COKREFE PANELS, STUCCE) Or, WOOD gOAAoG BE FOUND ON IRE CASTING WALL, ANCHORS SHALL BE LOPC ENOLION TO REACH 7HE MAIN STRUCTURE BERND SUCH PAHELS� FLORIDA RUPI-DING CODE ANCHORAGE SHkA BE AS MENTIONED IN C 1)� C 2) It CA) 2. ALL ALUMINUM EXTRUSIONS to M SQSZ-16 A"Y AND VEMPER (UNLESS GINERMSIT NOTED), SEE SHEET 2 to) ANCHORS $IMILL BE INSTALI.ED FOLLOWING ALL OF IMF. RECLOMMENDATIONS AND SPEOFTCATIONS OF THW ANI MAINUFACT-JRM 3 ALL ALAUHLIM SHEET METAL USED At CLOSURES SNAU� HAVE 3IG­HV4 ALLOY, a PANELS PAY A= BE INSI HORIZONTA"y FOLLOWING INSTALLATION DETAILS SHOWN EMl SECTION T 1HF*,XIN 6 fSHELTS 4 T 4, ALL STEEL SHEET METAL PA14ELS ,SHALL HAVE 3,1TRUCTURN. QUALITY STEEL, ASIV A-GS) GRACE 8C MINIMUM, G-60 GALVANIZZED 1HROUGH D) EXCEPT THAT HENDERSO &(g) SMALL NOT BE USED. - SlEEL ITESCNATiON W/FY- 12,2 kM (AFIER ROLIAFD)� 9 a SHALL Or T14 RE -ONSBIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE 5MONER IS TO ELE 5, ALL SCREWS TO RE STAINLESS STEEIi 304 OR StS AIR SERIES OR IORRO.qC,N RESISTANT COATED CARBON STEEL As PER VIN WATTArCHLD rC MIJAM'PER ANCHORAGE, THIS5 SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME JIL'INGS. 50018 W1 50 ksi ITEUt STRENGTH AND 90 " TENSILE STRENGTH AND SMALL CONK'( W/ FLORIDA BUILDING VOGE SECTION 211 1 � 3A III EACH REGULAR STORM PATIOL WrIt LENGTHS OVER 90', AS PER -SECTIONS 1, 2. ., 5, 6 AND ALTIERNAtiNES IW, 3W & 4W ON SHEETS 4, 5. 6 & I RESPECtWLY; SHALL HAVE� A LEGIELLC MO R66411EY VISIBLE MARKING INSTRUVINC CANEF, OR TENANT TO , BOLTS TO BE A57N A-407 GALVANIZED SPID'L OR ArA M4 SERIES SZAINLESS WEL, WITH 36 I,,, MINIMUM YIELD STRENI7TH SECURE PANELS WUN AfIPl.kCAOLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING er 7 ANCHORS 70 WALL SMALL BE AS FOLLOWS, ll� THE INSTALLATION CONTRACTOR IS to SEALICAULK ALL SHUTTER COMPONENT MES WHICH REMAIN III CONTINUOUS CLI41ACT WON Cl% THE BUILDING to PREVENT wfal/timr, lumusIoN = (A) m_EA-w_1K1_�_1 CW% - I/It-0 TAFICCAI ANCHORS AS MAMFACTURLID Eff (T.W, BVILDEX. INC (W',, ?'­M92 p.,) ,2 STORM PANEL INSTALLAPON SHALL COWLY WITH SPECS INDICATED IN THIS URAWNG PLUS ANY 13ul,DWr AND zONA?; RICULATIONS I � /4' 0 * 7/ ' CALK -IN ANCHORS, AS MMUFACIVOLED BY CIEWALT IN PROVIDED 10 THE JVRISrXC`ICW INHURL PERMIT IS APPLIED TO, ! � --ir I / _* � _ ,/4 SCOO-SET ANCHORS, AS DISMOUTTED BY Al I POINT SCRFW. BOLT & SPECIALT? CO (MI. r.-3000 P-i) I � (.) THIS PRODUCT COLUAMON DOCUMENT (PE-D ) PREPARED BY THIS ENGINEER B GENERIC AND VIES No-, PROVIDE iNvORMATION -w- I , #14-10 PANELMATE FEMALE Q 4, PAN0,14ATC PLUS ANCHORS. A$ MANUFACIURED By ELCO CONSMA-TION FROI FOR A SITE SPECIFIC PROUECT, ,-o WHERE 'HE SITE CONDITIONS DEVIATE FROM THr P.E_rj - , /4'0 ZMAC NAILIN ANCHORS. AS A-MUWACTURID ITY DEWALT, INC (b) CONM4CTOR TO BE ITIE$PONSUBLE FOR THE SELECTION, PURCHASE AND INSTALIATION IMI LIFE SAfT7Y OF THIS PRODUCT WED ON THIS PE,O, PROVEM HE/SHE DOES NOT DEVIATE FROM THE CONDITTINS DETAILED ON THIS DOCUMENT, A I T MINIMUM EMBEDMENT OF TAPICON ANCHORS INTO POURED CW.R[TE SHALL BE I 3,IC; 2" FOR ti.CO PARILLMATf AND CONSTRUCTION WLTY AT SITE IS THE O-OWPACTOR'5 RESKMSIBILfrf _j =) 1 3/4' FOR ZAW BAILIN ANCHORS. ­N W THIS PRODUCT EVALUATION DOCIJUENT WILL BE: CONSIDERED RIVALED IF WWI A.Z) CAUK-IN & SOUD-SET ANCHORS 15NAL RE EMBEDDED 7/8- INTO THE POORED CONCRETE NO EMBEDMENT INTO STI SMALL. RE PERM(rI 114V 0-20 SCREW$ USED SMALL BE 1 1/2" tomr MINI SHOULD STU= EXIST, (�� SITE SPECIFIC PROJECTS StIALL BE PREPARED EY A FLORIDA REGJETFREG ENGINEER DO ARCWTEICT WHICH WILL OSQCWE THE � MID I MINIMUM FOR WALLS WD,1 NO STUCCO, AND MAY BE HEADED SCREW$ OR ALL 71TUTTEI "_VW'. W10 HEAD,, ENGINEER OF WCORr >R,; FOR THE PRI AND WHO WILL RE RESPONEIRLE FOR THE BUT WIT" WIND NUYS PROPER USE Or n* PftjI6 ENGINEER OF RECORD. ACIING AS A DEUDLIED ENGIIIIII, TO WE " F 0 ENIIIINFER, SH�I SUBMIT 10 '815 LATTIER THE SITE SPECIFIC DRAWINGS PCR REVIEW A-5) IN CASE THAT PRECAST Sf&4F_ PRECAST CONCRETE PANELS, POMERS. STUCCO OR WOOD BOARDS BE FOUND ON THE ( "� I EXMINIC WALL OR FLODR� ANC�"S SMALL BE LONE ENOUOH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS , HIS p ED. SHALL " THE DATE AND QK*'INAL SEAL AND SIGNATURIL OF THE P*CFF5SfPN& ANCHORAGE SMALL BE A' MENTIONED R4 A�1) AND IN A,2) ENONEER OF RECORD THAT PREPARED IT (K) �IZ-viintil.�_tgw�RJJLIADQLxt.L-AS*��- 1 14 SHUTTER MANUFACTOPER'S LASEL SMALL Or LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4- f TAPCON ANCHORS AS MANWACLURED BY I T IN BUILM, 44C. PANEL SHUTTER IN ACCORDANCE MIN SECTION 1709S.7 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR ryt� GRCMTKI LAMUNG To fOMPLT WTTW SECTION t7aso,3 OP ME - 1,I`C 0 II 7/8' CALK -IN �NCHOR'�, AS MANUFACTURED BY MWALT, INC FLORIDA BUILDING CODE X �/4- SELIE-SET, ANCHD%_ AS DISTRIBUTED BY ALL POINT SCArAl, SOLT 4� SPECIALTY CO ;/4-0 - I A-10 PANELMATE FEMALE ID AND 0AwNCLMA­_ PUS ANCHORS, AS MANUFACrWRED OT ELGO CONSTRUCTION PR%W00111141" , __ - 1/4- 0 ZAMA)C 14NUN ANCHORS, AS W.KrACTURED BY MWAIJ. INC L �101X .10 :1011�tR 91) MINIMuM EMBEDMENT OF T,APCC# ANMOK MCO PANCLMATES AND ZAMAC MUN ANCHOf% INTO THE '��6V--`-. � _, 19. I FLORIDA BUILDING COLE 2!�m High Velocity Hur .... zort.) BLOCK UNIT SHALL HE 1 1/4' " ' . . , � � __ z - s .0c,` ­. - ,? 9.2) CAILK- IN & SIXI ANCHORS SHALL BE EMBEDDED 7/0* INTO THE CONCRE7 -BLOCK QwT No E LNM644f67 " 1 24 GAGE GALVANIZED STEEL STORM PANEL - & _ SLUICE SMALL BE PERMITTED, 1/4' 1I SCREWS USED SHALL BE � ,/2' LUND WIWMVV SHOVU, MO F-1511 * <71� , -----\ AND 1� MINIMUM FOR WALLS WM4 ,MO STUCCCL b42 1___E___�` � GLOBAL PROTECTION PRODUCTS, LLC. "" S-':$% STATE /r� f __. 4 __­ f ..F , IL ECO... "m �. �l IFIRM .. -. \ - - - , , A .. I - ,Zen" & rov.CrAINIM y 10AI ) 8­�) 01 CA45E THAI PRECAST SIONE. OR PRECAST CONCRETE PANELS. STIOCCE, OR WOOD Somw M Folim � .1 , , I'LLA ca.t.", OA�l F_ .0 I Ii ... , - ".1 � - - a - Mo. 4 = 20-175 , , Nr WALL ANCHORS SMALL OF LCM ENOUGH TO I*n" THE "m STRUCIURE KJ41NP BVICH M's �I , I - -k= - oTw, --s. 'I"^X "IMP0_11VA 4r.T1,115.1 �, - , .,�.� �,,,�SiA�,;'.% ,_ ANCHORAGE SMALL BE AS MENTIONED IN B.l) AND IN 02) , _`1111;in;1NIw1+1I1`I11 fX0U,9 1 - L , ;,"lW+Vk%V` ,E SIAL/.G.l."IC 1. I vl�'z I I � � E� :,:,-��7,,-,a - _­ _ --.-- __3m=1 I I INSTALLATIQN 12ETAILS FOR REGULAR PANEL - (1) INTO POURED CONCRETE OR CQNCRETE BLQCK STRUCTURES _jWAPOURED CONCRETE - gIS11ING POURED CONCRETE AM Block � CONCRETE BLOCK I �, �,, RVOUIPFC, ,t � CONC ANC44ORS ,%d . 11 - -, " I - " , �-��_ /� � ,.,�, REQUIRED. � _, g:,� . , CONCRETE ANCHORS ,,, -1, , ON , (SEE SCHEDULE ON -IS 9 THINUI 101 �1,y , __02 SHEL I I LE (SEE SCNEDU To `�� SKEM 9 THROUGH � �?,%,,,�',l - C2) EXISTING POURED CONCRETE OR �� ­ _­ 11 , - 1­1 I.. . `1 11 - _j CONCRETE BLOCK OCCUPIED, , : , s HEM, %I. 03 I I � f ji/Al i___ 1/2- � f 1/4- _J­­ , -We 0 1/4' .C- , � �11� - ­11 ___ - __1 I - - _1 _. �7__ m _*1 .. - - � I - l _­ CONCRETE ANCHORS ", I �,U � � __ 11 ­11 _ . I - I � , e",��,� I I ­ -.,-.-" - " �, ­-'� I I �,, - 1.,�'�,�";; ; I ;t� , �� SHEETS 9 THROIL;;� 10) " ,, 11 " , , , , ; 11 ­­ � I L_ , "I - 11 I C, ) E.L. , it , I , ... .... � � I - I .. p :11 : I I � 7 I C, j, _ - . __1 � - f- - Eala � I.., I 4�, " i I I f 1 � q I I I 1 11 0 ; � ,", 1?1 _,I i I I __ - 1_L___ - __T__ A 11 2%L.19 I 11 L­ __&�;,�_ - �� ­ - X �. rl_ �� -7- 1. . I/e,20"_ __ _­ __ 7 _7 , I , __ IT-- =40 W, ,�,_,� ,, � �;, " ,.,�, �, E 0. �,-,_, - i I . I , , v SEPAPATIEW F __ TO GLASS. __ I I I (SEE SCHEDULE T I I U-3mm"n-In L 1, M... =0-f9 I " ON SHEET 3) ; I l PANEL LENGTH If SEPARATION � 1, -1 ( To CLAIM I wPatRou. R SEE SCHEDULE I uMxmi Deg, T-v) ON SHEET 3) , ; I I 10 I � - � f -,. - , ,,�;,� -, � L �L�' � I ; I 11 I (SEE SCHEDULE I ,L* L.R.- TO CLASS, 'L* M... I I I I I ON SHEET 3) CONCRETE ANCHORS - - ,4 - __ I I_ _A - 0 PANEI. IL ,` I : 11 (SEE LENGTH t SCHEDULE - ('-I: SEME- PANEL LENGTH , (SEE SCHEDULE 't - (SEE 5CHEDUL,_ ON f SHEETS 9 THROWN 1 O,4 1 ! _ _(j) : , , ON If I I i ON SHEET 3) L T _��. 0 I_, 711, 1. - : � � __1 -A ON SHEET 3) ­ T- - I So% .� I -��,�,� � "A. ,,, , I � '' OF 'L . , ,�, , , ., "All,", 17 440 11 ", , . I - , I A II I , 11,6., , �, - I � - I "��,.% qy � I ; F D� � ,��."�� I 1. _t � 1- - I � li�l . " ! 7 � I 1W ..- . - If 11141 I [ a) : = 5 -- : , 50% I 0 or 'E" �,­,, ", I hw� � ,��',;;,��'�,�����',,,'��,�'�','� i ,I . � '� I V EXISTIN I � Gies G-1 . TTW7 I � 11 I I ! r - T 1 ; : I e_ j:; �, E" 11 I .D I I - - 4 -I 'C' I � 11' .1, I ,�,� 1�� � L13- '�','�:�, I ! �-��`,�-�w�`� " -, -�',-* � I 1 1 �� -, � � . � t , � L_____L___2,_ _ , . L��,.�, "I I "I - q "' 1�-1'1, 1'-,,�,�, , I - EXISTING POURED I 110'/2 � I _ , _I _ ,, ­� " " ��,�� � 1 , � It'l*, g". I- � � , , ::`:::1 ::,.- I . , , I NEX WW,,HDA I- I ....... I __ �, 470 � , , I - , I 0 O�C. " ,�::�� � CONCRETE OR . -�:�,�,,, : (V I i :::::: " " �, " I CONCRETE BLOCK f - � � _� _;_4 CONCRETE ANCHORS �- �,Q,-% - APPUCABLE) � �_�­ i . ��"", - I I � � I ___ � , /.-= .7s, =ION,fr , - , 11 . ­ I @01 4Q­_ IIQ- "I", 0 12 Oq- .� I �_, I' REOUIRM, .. I -, �. - i ­­ �� � - , 1___�j - --- , (SEE SCHEDULE ON I , - �, - "f , SHMErs 9 THROUGH TO; .?,, z - � �- , -- , `,','�jj I _­J - M;,, - i _____,ALTv`MA`E � ­','� ; ., I W/*ONLY WHEN Sam SfT & CALK -IN ANCHORS; - ' ' I, r.-., 1� LEG LOCATION , .: , , , ": I 1, (�_) ARE U:TDE: W1 (�VD WHEN EXISTING POURED CONCRETE OR CONCRETE BLOCK ALTERNATE CONCRETE-, __=PCuqm CONCRETE CONCRETE: ANCHORS PANEIMA ANCHORS ARE USED REQUIRED. ANCHORS RM BLOCK REQUIRED. STAGGERED W/ stub (SEE SCHEDULE ON 'SEE SCHEDULE ON SHEETS 9 THROUGH In) IILD SHEETS 0 THROUGH 10) OUT nusl1mg I I j., WA.",Mmrm SCALE 3/8-1- WA L MOUNTING Z DIRM MUNT SWCAk�LE /a I' I "I",1400n,"Ift", ,,`-��g A - 1,14111111* , o',� .. .......... �� ... ... EN 11� - - _____ FLORIDA BUILOING.CODE LNon High Velocity Hu Icana ZOna)j ED, - EWE DISTANCE ta, ( SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEETS 9 & 10) COM91NED IN ANY WAY TO SUIT ANY J_('�-.` z ' - 2 : 0, 44167 `- s =*� * � - , . * -z _ = I - _�4 � -V " rE o P7� <;.�-qv�--Cf -­ - -_ -P, '. FSTA' '. , S, ox:.-- It. RID�. ­_ __ , V.�'A � 11.710% _- 24 GAGE GALVANIZED SMEL STORM PANEL / __\ I � GLOBAL PROTECTION PRODUCTS, LM _/ ILIECO me Am 1W. �l sNlEU - - - ,,, - - _E�=W_y 1. OTAIE, IL M31. � ' -- I 'C' INSTALLATION. " .�O . "In AAI'11.,:,Ckf�� �/V�ez,> E�\ � RVAI4, ,i,. - , - - [".)MET-116. PO" (M`N)__a.1 20-175A _ _ I 'M'F-.;;.= �00- - CA-40OWN. _. . ,rm � nuff , �,_ am fI # 14"L. I I � - - - � . i . . OF HI I , - I I- _. ______ __________ INSIALLABON DETAILS FOR REGULAR PANEL CL, INTO WOOD I I ­�­­, ­ �, " ,,, � � � I I � , � , I . I ALTERNATE LEG I '... I I __ , _. - I 1_, ­.- - -1 - - - ­ __ ILOCATION 111&iN1-�11711m11`tt=D_ L ' , , I BEAM RE I . ; � �, � � , OF EXTOTTIN , ! - I _ , WOOD - ADEQUACY _ I , � � . I � � , � . SEAM TO a CERTIMED BY _. -to -4,-- E4 . '. - . _, !1� � - I 1* .. I REGISTERED ENGINEER OR � - �,­__ 1C - - 14 � , ARCHITECT PRIOR TO SHUTTER I I .'f . � - - ,, I . - - - �! � I 4 I . I INSTEALI-AtION. 7 � , I I . WOOD ANCHORS ALTERNATE WOW ANCHCKR� _ � ;; .. - I* wm� - ;91.11 HOT =�00, , --,�7 ,, (SEE SCHEDULE ON I . (SEE SCHEDULE ON 11 I I ", i . " , SHEET t 1) SHEET I 1) ­ I = - ' _., ' 7X-20.1: S-3 ­ A/ 0AUT , el ,� ­1 '. ,. /A. r .'' 1, , re F� I I - - -I Mm� WOOD HEADER - I_-, *� " - __ __ ,- --- - - --I - - - ___ I - -,- , It REQUIRED � , , ,� - 6 ­� 1-j , ` I "­n' (831 1 � I - T-1 I � V.- __1 � I---- WOW ANCHORS I � 5� , ILI /�,, - I- ___ � ,-I' , 1 /2- , i 'i � I (SIX SCHEDULE 0 � SHEET If) ., I I -, � ��, I � � I MIT, IN '/ - W ; .-cf) j SERARATIC . : , � (i) I U, -1 GLAS&(SEF , I I I !1517T.,_� I SCHEDULE 1 111�'-20.1" 1 1 � Go SHEET S) 4 I ts, !% � TO GLASS. It Dav -L- NAX 1- �t 1. - : - - - - ; , N SHEET 3) I^ - S S� I i ,ft-- /5 �� , w FOR sAmE. I 11 11 I, go PANEL LENGTH Z56� r-en *L* � I I MAX I _1 __ __ I - �- A . I l, ,SEE SCHEDULE 7 , I ��j I I - . �� , ; wtvanWa, ON S,iM 3) I I - - --- - _4 'PANEL LENGTH Ln" ,AUT'r-'e, I (", I I 'SO, SCHEDULE EX1SnKj " - - - - ___] " � � ON SHEET 3) CLASS I I __ 0'_ . I - ­1_11 . - __ . I __ V� r___ - , , - 1-11 .1 I 1� I I I , - - __ - __ 1­1� � I'll, -1 I to . -------- i ! ;_ - --- I I---- ! I 60% ( -., of"-mc i i � -f,l ` I I OF "I I , ., I JI I . I 1 I _1� : [ 1 . � � q�,,_ � I I " I - i I 0 12 1/2' O-C __ � __ __ ,- . i � � I I G � -, - l" /y I I t I I I - � Ii2 1 E __ - - I ­ =' I I i - Er IT ED ,� �� - - � * Ox I j it It I I � I I - - . I - - - ( - ___, ____4___.L_�: l � , L � ,, , , ,�: 4 -----. , � - _ 1 1 � I � �� , �:, - � � I I-,---- - � I ;.1XS1 wow 2'.A' WOOD PLATIE I I �i] WON ANCHORS " ­ 7� _.,- � - __,tff__� DECK REQUIRED �, WOW ANCHORS r - - ,-,-,-. , - I REQUIRED - , 'EE SCHEDULE ON 11­1_ _­­ 11 . � (3 ri I I i SHEET I I � (SEC SCHEDULE I:w I I 'P4 - - , � � ­�=,_-­,-�:-,�_­ SHEET, 11) - - __ " -1-111 ---- I i - . I I -- 2" MIT, -- I - I . I I CEIUNG AHQ ELOOR MQUNIIN2 BUILD -OUT MOUNTING I AMIRMATIVE 3 ALTERNATM AW SCALE 3/8.1, SCALE 3/5- I" I 'RIMIH,�m,,,,11'. 7'k 4 """, ...... /)� �, /1, I'NJ�%��'____ Nom, - -. .. ik SM FOR COMINULTMN DE SE&L, =Nz IE .. No. 44167 � s = . - FLORII A BUILDING CODE (Non High Velocity Hur icone Zone) i� INSTALLATION ARE ONLY VALID FOR MAX. A-SZ = *; ---V ; � - ; .*z -2m TLT= - I TOP & BOTTOM MOUNTINCS CAN BE DESIGN PRESSURE RATING (p,s.f) AND PANEL LENGTHS 12-o'. S 24 GAGE GALVANIZED STEEL STORM PA14EL ., TATE Of .*, -S I COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 vp ,., INSTALLATION 2� FOR MEW WOOD FRAME CONSTRUCION: WOOD 0, ... P, .x, ;:m _�;E�� / �� , , '�C;Z \ MEMBERS TO BE SOUTHERN PINE No 2, ­_ j IL ECO... GLOBAL PROTECTION PRODUCTS, LLC. mn�_ DENSITY OF 0.55 OR EOUAL� W/ SPECIFIC �1 , - fuljt 4 Nw 5'.. fit STREET L rusittail i0natma"a comPAWN 1, - IN, - A .1. CAW_ FL. z0al. -175 / 20 W. 11 - _ .- PIMIME, c5,]ePF­F&M4 FAM, DI!H)d*A­4FnI7 mWt'm 1 - - DIUMNO .. P �� IDN/P(INATUREJOATE DA-Owma . . I MIT w I -1. I 11 I I H;u OUUIT 11 P1 - L_____ NIT. 0 44,167 . I I I � I I = �01 11 - -#-a (3) (3) = U) _0 -Fv > (D = -&-.0 0 _0 L_ a) (1) L_ 0- C_ I= 0 0 L_ = .- 0) CU _IN ­I` 0 -011 a) 4- U) - (3) -IN­M1 = (1) =3 -0 CU 0 0-0-0 - CU '- C/) a IL-) (__ L_ 0 n. C L_ �� Q) 3: m " 0 .0 -I.- %%O u_ IN,- - CU > . .(n a) 2 L_ a) _,., SO " CL = � Cu -0 "02 = . - - *C U) CD- < I I = .2 t = 'm =_ = _�� C, m CN . m �-, -u; = u_ M_ CC C= G CN 1i < (n CID C= no _cz C'4 - :r 01) = :> .'T :5 w , `__ . :5 �� = . � no -;:; - a) _= z -E! u ,w = Em . > �_ . 2 :,, a -= E M (-) - CD z a) C: CIO 0 L. L. :3 w m < z z < _j a- -6-0 (1) (1) _c_- U) m > 0 L_ 0- CL < -6-0 0 =3 0 0 " 0- Q) U) m m SHEET NO. SH 1.3 r_____ __ __. --------I ! END CLOSURES QUAILS FOR INUALLATION IN POURED CQNCRETE, I QQNCRETE RL-QCK 98 WOOD 5TRUCTLIRES: YALIQ FOR REOULAR, LIFE I 5AEEIY & E-Z HANQ 5TORM PANELM-5YS JW I I -IN __ I ' ­­, k _ -, I _2 - - , _ - ___ ­­ ,� � � \ 11 q OR __ %� w 1�11 I Is, , .0 -(9 7* . Z!, . .093' 3105 H % '".4' WOW FRAME eVEI �VY -14-PR 11. ", - - _T8 A� CM. ALIPA � , I Z I Z-11 (�) & 0 REQUIRED . � _111 " - . MW WITH 1/1. . , I/, ., I , 2 1/2.,", IAPOON . 12 . ox. , . � �,�. - . , X, , , I ,,.i T), " I 3. I, ­­ I I PWRED CONCAM Cc CREn F, � - - Lll�,�' , � t,= BLOCK M 2'.'W= rRAME "". I"ro I " I I - I =ft`o`�ELO 2,/2 rl 1L.- .,�fo'f' Apauua:� * I I R 1t.` I / I _(t OR(A , .;m,--- , 1�1 =7�" , Vf-41 %, 11 >�': DU'Not­ --- - -n� . I-' �". , 1�, , �_, _., i . "I". , , - _j I ... 11 � __��_�,. "/7 � ,/47 1 L�� ,.� I � 1, 1 - - I , 17, , � I- , - - t . 1) \1______/ r. , . 'C- - I --,/ --MiA ,PC__ - . ..­­ LLD LOCATION -1 11 - =_ I ;11', ."514P ,,�-,� _,_,��w I . - - ( fi��i I ?:. 2:. = I To, --- - 9 12, oc� Q VARIES - ,v'! ,7-lx lill,;, I I 5r M_ - �� _/ " . .� , �.. , " I ' - __ 1. �� AILWA16 . """ ;, 11 I -, I I lodo Z195-H15, 5,`,� ROLRED CDNCRETE� CONCREW �. I : --I I I I I BLOM OR 2'.4' WOOD FNAAw 1; - 1* X.125' ,;z I I- I,. VITAL. "� BENT PLATE f,'4 I IT -1, 1 05-111. OR :r" -_ KWAV) '­ I ,,� I \� ,I I / i ,`f� / '�, 2 1/2' � - \, I "_- 50631 = -, - 2' 11 11 T/ j, CORI AN., `1 11 ! ,R��-" I'll / � �, ­� �,,� 00m �� GAP \----/ 1/'* AD I L 4 . 4', .07V a 12! .CL� 3105-.14 OR OC93-TO ALt,LP I w/,v,C,PN& C-L N_ ARMU: I ICASE A (PLAN) I ! SCALE 1/4'-I* SCALE i/4-�I- SCALE 1/4'-l" SCALE IIA--i- I I , . I SOUO-SET OR C41.1t�N __ ____ L 11 -_ "I CA ELOO PANEUAKTE 11 I �� - , ­ ft-MALE to AND � 1-�\ :-----!' .U4 0 $14 OR M=,C`C:=' ' 10'9.42' ON' I PANELMATE PLUS (SEE " I (.N, 5�x= �',.. I POURED CONC It OR 21��, WOOD SIM I), OREM SCHEDULE ON SHEETS %� CONCRETE M,g,bR- --o"', VARIES I FRAME REOUMED AS APPLICABLE No IQ & ") I , , 2*- ' 70GO FRAME -_';� -r AA__f T & (m . I li - , , OPENING wim) :, PovRED CONCRET CONCRETE REMARED �_," ,7� �_;,��_, W, ; WOOD FRAME X? � 4,1'­� `­. ,,­.`� ,:� � �,i��_�,,��-�-K�­, � _._, k__1 I - _BUDCK M 7�.A, E, �'.' I """"'fl, 441 .11, I � I ,.j-' V­ / - I : �,�, REWRW '11, f " =a� I __��l I �, � , I . "I N - I L:4�� I � "I II-­--(2 / -, X - OR(t \ v 1 ,(J� T -,�_,,/ -4 I)Kw W/ AHCHOM FRW & VARIES I , , - REAR FLAT FLANGES PARALLEL TO `,\�/ sr, m. � f I vu (NE" w END R,NEQ i I x - so DISTANCE ,��. r . I_= � -1 I 1 I ; " - I I .� , I I � - - 1� \� 'A' /I ,` . .m 0000, � __ -, 1, - - ____ , . ­n7 -�-_j tow", —, TIZ41".1111. I / / ... 0111i�VK I SCALE 1/4�.I' ;I 11 -"_—,/ \___j — z_.0 ,$�O; ...-I.I.. `,'St'lp VAUD FOR DIRECT MOUNT INSTALLATION ONLY At ..'_ f -V� ." V t . \Mls, . e % I IS CEPMEU PANEL INSTALLATION AT WAULSS W/ 1. � z : . z No, 44167 -� - SURTACF LEVEL VARIATMS WTMIN 31e I .z * � . = ; * :1= = - � __ FLORIDA BUILDING CODE High Velocity Ntur lcone Zone) 11 - ­_ - _(Nq. TATE OF ,1Q7 's a TL=. M, f1p. I CASE E (P reASE E_Mw 1 24 GASE GALVANIZED STEEL STORM PANEL i "I -,, ,,:, vewR III,- I SCALE 1/4--l' SCALE 1/4-�I- i, "40R O' 3� Ila . ,� ", , , , -_ 'Qz ,z' 11 I . ./YI/2= J,,Q , � 0 � _M_ ' I I'll " Ft --- , �` � - - " , I- I / IL ECO me \ MORAL PROTECT`ION PRODUCTS, LLC. DATE, q? ��_,= "I,, -I--- . I ". .,,I " & TRAIT `ESTINQ a Emat'now- �_ � SR. 51 9.m *W11 V12. lzc� n- IX114(.).�, , __ -e-. ___� - QAVII. � , / - - cm .- %�L� LAW ­­ PHME (W)SO-75-�t, I'm 20-175 i Rr Sw,%*AwmALm ,10,1V CA-00MI. - I � I - I .. I - I - I DRARING - I -_ I (VAUD ONLY FOR PANEL U INSTAIIATIONS AS PER ALTERNATI'VES IW THRU 4W, ON SHEETS 5 & 7) __ VAX. A.&D, DESIGN PRESSURE RATING (0,0.) MAXIMUM ANCHORS SPAM5 FOR F-D. - AS SHOWN ON SHEETS 6 & 7 APPU jr-E ALTEIKATTVM CU. ANY 0, Z�r MA,LMUM 1­1 LENGTH %I (ft.) TAPCON LAG SCREW PANELMATE - . PARELMATE � __ WOOD BUSHING 13' __ ____i�; ir ___­T�___ Ir ___i`___ w ­1� ___ -,I . ­_�=_­ 3 . 1W (TM) �_W_86�0_m ( ) ___ 6 Ilr ___i_____6 I/r_____i_�/_2�__,__o 1/2' PIVP - - � - ___ ____I/2"__ - ___ ____ __ 6 I/A' ___ -.------ __ 12 7/2- _____._ - 5 I/,v __ ---- 2W Wam,) -cT,� - V-0 OR +45 OR -4!i . LESS ___�:_-, __ __!� -------- 13* ­ _-Ti�____ - - _K____ " - _ __mB !�_-.-:_-L-, ----13- ------ 6. - iw LESS � __ ----! �* -�-_-i�-._-- _,__!i__.___ 11 I 13, ___ - 13" 1­1­1 ­­­ 13" ___.____._____ - __,_..___.___ 13, _­_­ - 11 I I.r 3W (BOTTOM) ______ 4w (lop) _­_­ 4W (Amok) LW ___2L__ ___i�L_ ,�', ----L3: - L3L ----L3:- .3.1 ___�_ _11K__ -(,,P)-- W T�) i- - --L3L- 6 1/2- - i--1/2- . . . _ 6 1/2- __L __ 6 1/2- __ -!i_ s 1/2- 2W (to,-) �- - ___ __ - ___ 6 I/4' ! I---- 12 1/2' - - _ 6 !/A*____ ____ - _ _ �� (OXII�) W-0. To 4' � '/' 8 1/2' 11, � 3w 9w) 14'-4" ___t_1/2-__ 4 1/2" __ 1/` "" ____ ��:71_.____ ___ - ___ IS, (BOTTOM) ____ I ----,±. _��2"` L - 2. ___ - 4� 1 4W (TOP) I �eA _ �, I , ��t��Tj-7:�r, ______ ___r__i_ I 37 F_ - Ij2 -_ "w-I.-I I 0 � ) ____j ISEE TABLE #1 FOR MAX_ A.S.0, DESIGN LOADS & MAX- PANEL LENGTHS WHEN SPACER 0 IS " USED, CORFE�SPONDING ONLY TO ALTERNATE 2V ON SHEET 6 1 NO, XS.O. MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7 opl-�� MAMMUM DESIGN PANEL TAPCON LAG 90" PANELA"TE PANELMATE WOOD BUSHING PRESSURE RATING :#�:"TIIE` NATTER 4: LENGTH (P..T) T I __ ___ 11, 13, 13* 13' ' 13' 7R "? 75 7 _q ___�7­,____1,T­ ­­ �­­ F3 ­­_.__I_F_­-_.___­ ­­ w __ IN V-10k 4 .... ) 6 T/2' 6 ilr � 6 112. __ 6 1/2- __ - 6 1/2- __ 2w (TOP) ..- -, -______. __ - - I ___ 1/2- - 6 1/4" _ 2W (WIT-) S'-O' ­ 7' ____- 7 112' .- _ _Yl� __ a. ___!� 8.1 ____ ­ ­ ­­­ ­- - iwF. of - Lm - ­­ 7 1/1� - - ------- 5.----- ____ -,.---- -,-- __ -,-. - __ ­ - __ - - - - 3W (WITOM _­­­ III, ____ ­­ ,,� _:___ ____ !k 11:��__�_­ _­__�� 4W (TOP) �,+45. -45 .--- - 13' _____ - 13, - _ 11. .I - � - _ 13, ____ 13, 4W (Rumm) To '75. -75 13' � Ir __ 13, 13, III" 1W ?M) ,__ Ir __�;,;_ ----Ik--- __�S__ -,-- - -_ a Ile -_ tv WTTOM) __ 6 1/2- ___ 6 1/2' __ a 1/2- __ 6 i/2* - -_ 6 1/2- 2W -(w) - - ____ -4 4 /1, __ - - 5- _ - - ___ 6 t/4- --,--,- __ 7 I/r __ ___ 12 1/2* .__._____ - 7 1/2, __ __ 6 1/4, ____ - -- -- --- ---- 2W (BGTL*) x tTw) -3W -tsm-To-my >5'--o' To 71-S! E, _­ 5 I/I' _­ii�_, '. ,------ i:---r- __ _____­______ : ____ 13- ir , r I I . ___ __ I,. Is* _--f- 13' __ ,s­-[----�I��-- 4w (BOTTOM) = j [7_�M_ TABUE 11 FOR VAX. kS.D. DESIGN LOADS & MAX. PANEL L04GTHS WHEN SPACER tg IS I USED. CORRESPONDING ONLY To ALm-RmTE 2w ON SHEET 6 1 ja F &I A A.S.D. DESIGN LOAD MIAMAJIM PANEL LENGTH 40 PSF OR LESS _ W-8. > 40 PSf TO 50 P5F 6�_2. 2. - I > 50 PSF TO 60 PSF I 5-10. 1 A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS INI PANEL MATF 10 OR PANEL MATE PLUS ANCHORS & W1 (MnLEOI�Imt�,Q� 1/2' OX, INSTALLATION DETAILS FOR _UEE SAFUX ANELCI) INTO POURED CONCRETE OR CONCRETE OL99K STRUCTURES 1/4'4 TAPCON 1/4"I tAPCON --- - __&Kuvf,4m4PO0ED ANCHOR a ae'b.'C- _%=r-UREV ANCHIM 0 V '6Z : IDS �q_) CONCRETE: at" -��,��, CONCRETE BLOCK -- ` " ; REQUIRED. - -J,,�, . .r. ,,j "' "' " �qmiq, � ,� J REOLMI-101 ., �`;' I I , , IT �.-,� - � A 1, I - C2) � i 1 � , , � � , 1, �,­, — "',_ — " " I �,' , ,� , , �, � - I ____ ­ I _­ ­ - , I ... - f I " I �. ,,, 1/2* I I :11, , I 1/2* " I ,,, ._�� I 1/4' , --- - -- im - - ___ -, ,A- - I I - N., _.- , , , _� ,,-,p,,' ��11 ,-, i I ,g�, 1 E-6 * `,;� I I E�64- � '_ I . i � ,11 � I . � I/ 1_� : I ! , �m ,o��_f � I �, �� I ��__� �,"K;-,:��,,X,�, . i � (Tv 0 EXIST)i " I I I� -] Efl;� i�,_,_l I . 11 "I GLASS . ;�pl CA . �_- f--- - V�, I , , I � . � -_ i ] - 10 14 I I _L* V... -ANCL LENGTH (rF- ELEVATION ON SHEET 12) �,�-,�-� --.,, -, �q,­u--­.-,-;, ." ,., !, ,,,--,, , � 1. I [ .,,r- L/2 . ` _ " . "I ) � . �,. �J' � %','��,,, i I ENISTING POURED� E�61. -:� , ` ­ � _�� ! " � - US) ra�a�� KOCHI � t ,- T RECORto ,� I - - I I ,",:��, I , , , ,2,/r w � - I, I , � : -, 1. 0, - �. . . ,-,���v N ' - . I S=ON a- �/.4'1.'A.1111�,Ml " ,/2 6C' 0 , R fiUIA�� SEE SHEETS IS & 16 FOR AMICHIORS YYPE A, SRACING I`C)It INVALLA.001IS INTO WOW FRAME VADOW� MAII-M AAC,ADR SPAVINGS AND MIRMUIA EDGE PISTANCE ARE INDICATED ON THIS SCHEDUIX, MR E.D. LESS THAN 'DICATTO DR SCHEDULE REDUCE ANCHOR SPACING By MUU1`ftYNc Sp*CINC SHOWN ON SCROCULS Erf THE MUOMR, �ACIQRR� FOR THIS OPERATION To K POSSBUL REDUCED $PACOM DWAINE.0, 4SM12 FACTOR SHALL NOT BE LESS THAN UNWO SPACING WDICATto FOR MR ANCHOR TYPE ON THUS SCHEDULE . Yro_ 1/4'0 ANCIM Toe - - 1APccN , , RIAe I MROINAL AMP" vom o') 2 j I -...- Z;wl-�i--, 3 itauNoInx, fj_;"---m.-*-w---�---;-,n AcAft sum mmu %w FACM I I - - __ - � - ____ _ 2- . __ ­ ­___ ____ i ,.W - -1- ____1 3 - - � - . 1 ,/.-_2m,- T6 _Z�ii.' : 11 � 11 -,, T- -i, �, ; _ ,,� 1 E� " �. VA t , ,p I i- t I . I I ILI WAX. I I � .. I I 6' PAWL LENGTH I . I � (SEE VXVATIDN - - -!_ - ­ - 1 ON SHEET 12) 1 . I �� �w,­­_ , I I I , T­1 * , I 1� � ': I., �`; : � - �, I �, , � �', � I .� : � -Cl) I �,. I ��, , I 1 C � - * r, ",� ,STrNr. POURED , � " �_ CX_. ' " CONCRETE OR ' ,,�,�;,,�', : , --) 1, t S CONCRETE ISLOC', "�,-,,-�,� RECLANED I �::�111 I W�nj : ! - 1:M ;Li I [�IiT _. _J I - I 1/4'0 PANELMATE T��Vj, ; .__ j - ANCHOR (BEYOND) g- nu mauffmos SCALE 3/a-I - MAXIMUM A.& A DEM-IMME MENG (PAal) AND CORRESPONDINra MAXIMUM ANCHOR SMINfa SCHEDULE ANEL I INSTALLAIMNS INTQ UNCRETE r.ONCRETE BLOCK aMCTURES (VAUD ONLY FOR PANELC) INSTALLATIONS AS PER SECTIONS I THRQ 6, ON SHEETS 4 & 6) MAX, A.&D. DESIGN PRESSURE RATING (P.-.0 MAXIMUM ANCHORS SPACING FOR MIN ED. PER SCHEDULE BELOW ;F APPUCAKE TO SECTIONS VAA.WM IM %m (it) MAX, A-$10. DESIGN PRESSURE RATING (P�.J.) I M&MUM ANCHORS SPACING fOR MIN F 0, PER SCHEIDUIS BELOW APPLICABLE TO f & ANY -71-1er MAYJMLW PANEL UENGTH v (m) TAPOON SOUID-SET . . - - - - I PANIEUAATE PLUS ZAMAC-kAIUM - C-ALX-114 If a ANY TAPCON -_ SOw-SET ANEL " FEMALE w PANELVATE PLUS ZAMAC-NAIUN -IN To 10 To = to co"OUTL 'T 10 3k 10 .I-- . I a - Mcarm: To ._ COWEINATION OF . 70 . �04avtE . . carom I -.,- To - ,IN, m - 2k N' mxwm c m a I'D �1 3. _ _,:,. , 7i,._ ,.,. _ . . 13' 13, .a=- I I, � 13, .1 fl�mtl_lmtft, ­ - 1-Y T I-,* __ 13, _- IS Ty 15- - 137­ ­ �i�_ III IT __13_:�_ Ir __ Ir - I __Lm3L__ I I __ __!_J�_, � t3" MR) 1 IBOTTOM) 2 MR) ". 13' 13, I 13, 13* -,w- '31 13' 13, IF 13, III I 1 1/2' t (TOP) 11­�_�F__ 5 -13. t____1__1__­­____ 'S. ____ ­7 -- M 13, - --�37 13, ­ , IS, , W --- 01 ­ Ir - 11 Ilr - � (BOTTOM) 7:_r cr 3 13, 13-1 Ir III tr 11 I - /2 2 CTOP) I 'I ___ 1 IS, _- �37- -13-- Ir I'. -T-3: 1.3- ,-- 13- 13, - --Ti-!,- ty Is-_ Ir vy 2 (BOTTOM). I Ir _1�:�_ '* i3* Ir III 13, Is* 13* 13, - _�r ;�_I/2- 2 (BOTTOM) +45. -45 OR L-15 I W-S, OR LESS +45, - TO .65, -ab 51-r OR USS _w - T'r 3 a 'r 13- - —13�_ -Ti-7--i Ir _73�­7_3�,_ lj� 13, .1 (MR) __!A�_ 12r ­i,-T1,T--4-- I ,I- 2 3- II' 11 -'r w & I 1/2, I 3 (TOP) I - __ __ -.1-n- - _w- __L�_ 12 1/2,12 --v- — 1/2" -a- — 6 I/.- ---;;- . — *I ±_!Z� 12 1/2-112 I;r _L_ _ - -W--­w-­w-_T-WZ - 6 1/4- 0 I/*- 3 (BOTTOM) _p) _�fo - _a_­3'I ,_ w __ - -j3�1 -,--,..,-- _13: ,3" - - - _ - - - IT' __ 13, - 12 1/2'12 1/2' - __ __�:_ A* - I IT ­T - 3;71 3� -.-- - T 3 3v-r---- 'y - -i-- T 1/�F 1/4� 6 1/4'fb S' - r -- -- �� 3 I—- 13 - -.----;-,3.- ,i; _T/ i iv Ile 6 1/2- - -- ­ - 13, - - 'r - ... 1/4, 12 1/2'112 a- - - '. -- ­­ 13' - _Ti�_ _&_____T_�;_.____ --- - t/2' 7 /Z �Ly_ - ­� i3 - 3 ----'— - - - . - , �-- f,- 13 - 13� - - - _ fi- --- .---- - i�_ _L _ i,i -1 - i� -'-1­­­'- 6 1/4' __ a- __ -_ a' _ _:�_ I� Ill ­� 1 3 j---T-�/-- Ile 6 I/v __ S- , _ fij�t _ ". _i_ It ,/:v a 4_ 3 (BOTTOM) -� � ) _ 4 10011 *41 swf­ 5 (BOTTOM) -11 iF� CRT - .6 (Bart _)l I. _;z -- I----- I 1. - _1 I r .__ 13' ---- _._­___ ir ______;_1_._____1­_..__­ --ni-_ 13- -7- -,-,--- a- ­ 13, - .I?L_�_� _13 _ _6 � - ­ --2F-----�-.-------� 1 13- _W St. t . _!-zi- _ !�K_ a- - __­ . � -0:_ ___ 13' __ a- i a- A. __r___1 a- __ -- - ii;_�t , 1� ___.___1__L _-.11-!�:-1- . _13, A-13-, _ I3' I 13' I---- - - - ___ - ___jf___i___.. _1L I-Y ­ __T_I_ - ,-- - - -,3'-- I -I ��__ I 3� _, I - - __V*_ 13, .-,--. __!�:_J_l 3 _Lr_ __ - -,- tr - -1 :, . j 1 ��:_ ____ A (BOTTOM) , - _.. 5 (TOP) . __ ,I) !jl�r! Q 1__2t)___ -, - I/4Wjj 6 I/A'� 6 i1i;I­ 6 1/01 6 1/4' . 6 (Son f3, --- S" __ - 13' - 10 1/2' - III ___ r ___ 13- ; 7. - �_ 7 / - I ' �2 _L 5 /2 ! I- 13* -7- 4 1/2" -'- 1 (TOP) ' - i.3, ­TF- 6, -i-I 13, 13, -I - 'r ____ a 1/2" -_ 13' - a 1/2* 9 1/2- 5 I/7' __ ___ Tk 5 Ile -C ___ j TOPj >51 -6. TO 14�-4' �5'-(r To ,.-,. ­1_1i� I ___!�i_ � -!A:-- 1. I.. 5* --Z- III ,3" _ __!�L_ 13" to 1/2, ___ 3 _!�_, _L� , 13' . - -1 2T - _]�L I- i 9 1/2 7�t - __ 0 1/2 __ /I - - __;2_ _. - �±_ 13. l 9 1/2 �o ... . ,AI/2 1/2 �F , 0 ­ _-Ifi, "� T 1 .�/2 - 5 1/2 IS , _i7_ T 2 3 - Ir .7 --'-- 13* r - ------ 4 1/2* 6 I/2* - �Te5iiOkl) - ___._ 2 (TOP) ___ 2 tSOTTOM) __ --- - i37 - 13* 13' - IF - e. ----.- 7 1/2- 7 1/2 - - i:- 7F --i- - � _- - 37 I.F ___ _____ 13, Is, - 13- Is* I 1 112-112 1/27 5. Ir " 1�1,1_2:_ w 1/4� to - __ -ii Ilr 10' 6 Ile I r _73�_ _jY_ Ir 12 1/2-12 to- - __ 8 -1 Ir to' 10' i/2' it' TS 1/2- __ !:_ I 1. - a, -,- 0 1/2 . _.Je F+23-, . - - - jr -Yr -, , " _i___ _6 1/4- e 6 1/2' -i �I 8 1/2- __ , ,I:r - 6 1/4' 1 (WITOMY i-tFa-P) -_ 2 VICTITOM) 3 cmp) - 3 (IRGIFIGN) _!�!_ - ?. - - 13- __ 5 1/2- Ir --i T2 IiZ' 13 - * Ile IS A� i 9 1/7 6 1/4� ir 's 1/2 2 1/21 6 1/4' 10 1/2 - 7 1/2 - !I. - a �/A- 6 ,iT 5 T14- op) !_� 3 UIOTTOM) __ _F _J;_ ,-i:- _!� -1/2- " " - - 3 1/2' t� _'�, ___ __S' I 4- _ 4 1/2' - � 3' 6 1/2' _­� - __� ]j7 OP) __ - MIF _ R, -3 . - ­ - " 5 '. , , --- J: �±� _15 1. -- ;;:­ '. -- - " - . a 4' ­ -0, ___ 4 1/2' -- 6 1/2* 3 1/2' -- - _w 8 1/2' -- 7 T/2' 3' --- - ��) -- 4 (BOTTOM) �K� - - 6' - . ! "" - 5 1/7- - 1 1/2- _- 4 I - �:- 5 - a �72 __ � I -I- . - , 3L I—— ,I� --- Aw ­ Is' - I - -1 IT- ­� IF ­137- ' I (2' 5 (TOP) _,_:____ ____��[­ L�r_ - _;�;_ Li TTI-r - �I:4D&w iv -iiiz ---i�Eh'-,7 K,'; E_ (TOP) _L4�-.1--r- 1,1* _ _r 13" 1 7' - _�;_1­1_3;_ . __ u* _1I, _q I 13,- I 3'�: - �i-�"--- -E:,-. I L le �� __ - IF _. ____ a 1/2-T - - ,3L_1!_L/K2­!/-�:­­­­ Is- � 7- - .-- 7 I/;!' --i'J"�,; :I 1/2- 13' '/2' - 4 1/7* Ll __ B DSOTMM) 5 =T' 11 CVP)� L _j I - 13' - r Ir 6 1/2' __ a- �27K 13' 1 II` __ 1 1 ­ 1, - . 1 10, I - I r _T3Tj_i - - I To;, -11F �i��-77w­ _ I i I -pt . �- �1, � . 21 ..---.. 6 OCR) IT I -1 r $ - 16 1/4- 6 1/4- L __ 1/4� ix 4. 'A - 1 - - I .�� __ 6 1/4' - 5 I/.- =,- BOT, 6 (EIVIT-) =- . 1 - __J_ - - _j7 1/4' - ­ __ ' SEE SHEET 11 EPA ANCHORS TYPE & SPACM TOR NSRAL,14hoid WTO WOW FRAME BUJUNNM * MINIMUM ANCHOR SAACNM AND MINIMUM EM MSIMCE ME INDICATED ON THIS SCIIIEDME MR E D aW THAN INDICATED M SCHEDULE REDUCE ANCHOR SPACING By WJLMY#K SPACM SHOWN Chi SCHEDULE BY n,E FOLLOw" POR THIS DROATIDN To BE POSSIBLE REMOVED SPACING ofnA,NED USM FACTOR S�U, ,,tOT BE LEn THAN WHIMAJ9 SPACM INCIVATEII HLR EACH ANCHOR TYPE ON THIS SCREDULL __ J-1t. Ilet, T/`,*. ANCHOR rM __!�L­__L__I/_�,,��. `U000A . I "JI-07 ME -PN= fowl 0 I 'i-I 1 Puts - .___11 111114-Al" ___ , -1 - te`�`A 40)AWUM ANCHOR , _�)_ III -mvmm _(;_T 3 3 3 1 2 i/r ) ,/I , , ____ , , ____ , , ____ ANNINK"em w _ � 1/1' , I " 3.10E_ I , 3o0K (mml r�F_4=- - .. - _i 'I 1/2* __3 _f__.;;_4 . , ,w , I � ,/2- 4 Amu'L a= Comm 0m) �- I ------ --- I 31T - - __ - - I -I- - - - - - - __ __ - - , 11 .__­ ­.­ , I- 2 qr - ".. . - -, !L!!__ 1�1_ � __ " - - _­;iS - � -1 - - - - I - - 0- -, -i�io: - - ­_ ­1 r,_ It ­.. 1­ . ., __ - - I ___ ­�RDI � ­­_1 ___ - - __ - - , ,/2^ - 11 - 11- 1166 I : SPACINGS ONLY VAUD WHEN SPACER &S USED. SU TAME I I I- DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACM 0 is i I TABLE it A A.S.D. DESM LOAD WYJMUM PANM LENM 40 PSF OR LESS 6.-,. > 40 PSF TO 50 PSF W-2- > 50 PSF'TD 60 PSIT V-10, . A MAX. PANEL LONGTHS ARE ONA VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2' D.C. 7 -- - ----- - --------- - - ­_ ANCHORS (SEE SECTONS A ALTERNATIVES ON S44EM 13� 14, 15 &I6)----- __________ - - ___ � � I . gw� R-IA/13, R-2A/13� R-3A/14, A-18/13, R-28/11 R-38/14, r Mm � ; 3 _�i� R-W/M R-2AW/15, R-SAW/16, I. MIN.-_� D.M.,11, _M + 10IR-law/15, R-2w/15, R-3aw/16. r I - - -_ I - I . __ ­ __ - , ,--- _=.__ f I (�) .1 04 - - - 0___ - �._____O_ ------------ 0 I— ____ ___ - 0___ _­_ ____0_____________ _0___ � 6 1 1 1 , � -- - __ __ ______ - - -----T-- ___ _____ -I ------------I ­ ­ ­ ------ �,___T_ - ___._� --- ______� 17--­71 i � , . I I ; I I " � 1 - � � I � t I I � I ! ! ',�, j � . � I I I I � I c , I , � ; I I I I i � : I I I i I I I I I . I 1 : ' L; I � F I ! . ILI I I � i i ! � I I I I I I i ! I I � i , I F I � I � I �: i � I i 1 � -I I , I ; I I I I f I . � I i I , L�2 i I � I I 17 I i;I i '# i I � I 1' , I 2j. -20.1* SS, BOOS IN I � � � I ! . v I � i ____ � I I I I I I . I I � � I (USE FOR PANEL LENGTH 1 � I � I I . mm_ I . 11, OVER 71-0") 1 � . � I I q I PANEL LENGTH � 0 � : (D i � / , � (D � � � A i . . I I � � � REG" STORM PANEL '� , � I j W-15' 0 +4G,O, -40�0 p...f, � 7 � REGULAR STOW PAN 1 I : . - I ! EL ,�, , � � -� I , (W/ OVERLAP MID PANEL LENGTH DOLT) ,� , , " � ; I , , I ---- - - ." .,,\- ------ I -_ ­ -----I ---------- I_d ---- ------- I I I I , 1 --------------- - I � _____1 � � :I UFE SAFETY STORM PANEL I ; i I � r-S' * +5OX, -54.0 P.3J, I I i I I _r___ �W/D OVERLAP MID PAREL LENGTH SOLT) I c I � I I I - - I ` i � I - ­_ , � � . - I . I - - � I - � I I J., 'I , � � 1\ - " I , � �- � I I . I 11. - I I � � I - . . ­ � � , , . � � I , USE V-8 MIN, A04,1. LENGTH v � � , � I . � I - 4�� - - I � � I � 2w, ; "i� - ­_ - -,--- � - ­­_­ ,,p, � . , �, I � , I � i 1/4'0- : - - - � I A. - �1 AT ALL IATURnmas � � : --I I �,,O�-�, i - , , , ; I �, S.S. 90"W � - � I I i4� I 'I I , I I I ­'7�;, : I ., AT - � , '. E, I i I I I � � I I , I '. . I— ___ ­_1 1­1 - -11 --I- -.,.-- - .. 1-1 - - I ______ -_ - - ____ - -_ �_ - - - - �, ,- __ - -_ , - _ , - - -_ , I - � - -,------,.I - - _1 --- ___._ __­ , ­_ . I .------- - .... ­­­­­ - - -_ -- 7 ­1 - - __I �_____ - - ­ � - L/2 'I �� I i I, I I � i � : I : , :1 11 I I I 4 I I . ­jp� . I _11.4- - - - -- -"-- - , . _t_ ., , , , - __ _�� I I i : f I ! � , � I I ; I . I I - 111- .- ­1 - .�­­­. , � .1 - _.1- __­_­._­11__ - -_ . _ - � ...- � , 'Ill, � - 1. , � I- _-, ­­ 11� -1-1-111 �, ­- - -"-. -1 1� I I l, � I , I I , - - - __________ I � I �.­__ , , - - , - I I - 11 - �, - ­_1111 -1 ­ ______ � _. - ___ _ 1- - - ___1 I � J_ I 11 S. ----. "1____L__11 ----------- ---I--- , - ­_1 - I _ I ------- _­�------ z-?idfdHiiE-�.kf-§fu6-----4 � --- . I I I ,--- �___ I ------ I - ­­ : ! - 1-1 L MN 0 LIFE SAFM_ , - I . . I i � ­7 I - DA.,(�), L-91- � C,_[� X�, � PANEL BDrT0M CORNERS . I 0 � � I ­ . _ I � I -91 ! i -1 I I _ _—, i - . . t — I _ _ , I . __­ - I I -OVERLM - _Q,'Ef,w� . _ _� Ll___, __ I i =� or q) �i.o -v..-n NUT AT � r AT___ i �, ,,, ONO - __ LET, ANEC -RIGHT PANEL 'Q� � 3: M" -� 3: , t INST41ATPNS ONLY VAUD FOR WIND I I I I MIN. R-IA/i.l, R-2A/i3, R-SA/14� R-10/13, R-28/13, R-311/14, I MIN, SPEW UP 70 170 .P.h. L11-ii-I.Affit/15. 410IR-law/ts, R-2AW/15, R-SAW/16. R-2aw/15. R-38W/16. I __ _____ - - , . . I --- ANCHORS (SEE SECt ONS & ALTERNATIVES ON SHEETS 13, 14. 15 &16) ­ --.-- I - 1. . -1 ­.. ___ 1/4' Mm CAP - , LIFE SAMY STORM EANEL (1) ELEVATION (t) _F I � �� STORM PANEL (MN ov�� ti cu VAJ E,j (11) REGULAR � I ", 01 REGULAR 2,W' SCALE 1/4".1" � ;I I -it - STORY PANEL : 1­­­ I Izw W. 1!I0,0" .",t"'S, I ------- zz- =��z�z__ ­ ----- ---------- � ----- --- - . =r 2�_ �� ­­ ­ I I z �=11�1­z= ­", - - � . N " I " - , . , ", 4 - - Z�­ 77� � -------------------- - 6 �_.. _�A � ., �_ ­ \ ., t'- , / , , , , , C " "'�;�, , I w. , ,- tJi ­' , , I . ,- 10, I A / - �� //'� �t- � *, ,�) , -��,-- , " \ � �" , , \ / / , I ----------- 11 I .'O - !! CR - � � " � _ - ­­ � =_ �CVER . - . ,� lt� , I, _m===��_ ==�, ___. ------ �_­ ­­_ __­__,.­­� - ___1­__ - --ek � = _­��=__k�'= --- ­­­�� ... 111.1.11 I z ., . 7 ', = , I, = "Ill.,,,", . = LIFE SAFM PANEL = : : I __ :* x - -Z�. FLORIDA BUILDING CODE (Non High Velocity JIM . .t, � ly JIM cone Zone) - - .- 11_,P * ... Az ... Q� I OEM TILTED(l. - 24 GAGE GALVANIZED STEEL STORM PAWL FRI EMERIOR ,..�Fif Q ORMIN or .-...-". ,- I �, - GLOBAL PROTECTION PRODUCTS, LLC. "/27/WX 1 -1 - / 11LIECOmc. \ DAIT, 0* Im S.W. II STREET --- -> — 20-175 SCALE 1/41-11 'e- gil"O'. vw=121 Nlow; (VU910111-115.11, -1 "I � 1.4 .!2.I:L.1 � V" .1-1.1 Fum1I1.)._..1 CA-ILDRISM - - I - CAN#" H., P.E. SE4,1RCOWUME/DAM tn.� i S. �[� -_ 1- , I I S.w 12 w It . - - - - --- --- - - - !=IiiL I - - I I �__,________ —_ ___ - INSTALLATION DETAILS EOR LIFE S (1) _A FETY .PANEL — INTO WOOD STRUCTURES I I . - - ___ - I - 1 __ _. '- _. - __ - - -_ _1 , - - � '� �,� 11 I I ,,, !�,�, � 11 I ", 'T - , I , , �-- I � - -- - I , �_ - C­_ � - I � _,_� - 1, `�7 -­ I �"__ �! I , �', .. _�� .... I ..... - �, � � , I - � - " � — , ,1 , __ 11 - �� � ��, 1� , ' 11 1, '- , ,_�i , ,,, ", ' � , � � �, WOOD HEADER - I , �:, �, , e � � ,, , ,:, , -REQUIRED , - i J_ __:OGD,j HEADER �� " - � - � 1 �7 .6 ­ , - I - :�__, _04"�, H �.. - - I , 11 , � 1­ i ; ,; - 1�- " " �' i , I � - .v. ED ; I I , , , i ; 0 RED t , ! O'apErR i,� m.- I � � , - - !, �� I . � I - I I ! i� , I " �. I t, � . , ,� ­ I -, - 11 I - it I " I �, L . I �, .11 - - , , , cl , - I ., I I 11 , , I ' I - . � � -1. . I � �_ 0 4 ON .. � I i� _ T/4'. TA�C� I % - _� I. - i �� - -- �j,i*. TAPCON " - _ J, I �, -X.,C,:� '09* ac. 1. I I .1 ��� ANCHOR 0 2' CV I �. . I 1 N _ w1wo; 4�r O.0 .11.1 I 1 1� �. -- . . _. - � L ��i I �i� - 1, r I � �, 1,� I - I " i t, � I I I ." � 0 . I 1� I I I � 11 � 1�� � �! � - - 20 1 �, I � I n l . . I � ,�! !it I 11 , � 1 ­1 11, I � - . - �J2 _, % , � I � � I Ai) �, ��! 02 I , S� � ,�,., . j ` � � ,, , I 11 I � " I I . V .0 -1.) 4fi� I-0 I� ­e orm 4_1 X �d 1-1 lm!� �I - I � . .1 11 /A- "I � , - I - "I � 11 1� , I I , � , ri -44 �­'/, 11 I I I � . Aw I � , 1/4- I., 114- 1 1, 2� ,� i ;; , - --- I ., i - ,- ,- - , . 1 MA, M"_ ",-,.,,-I ­ 1. ­ - I I I F I I I , . � 4t 1� � t 1 2- %� I'' , , , �, � I I ". , , I�l i - 2" i � . . .1, I mt,,� I ,!I. - I "I' 11, �� 11 M�, , _. I % I - � , iii i 1 1 � . . 1 1 1 1 I 11 " V� I I i . I � � I I I;!-- I - I i I .-- 7-- = L i k 1.�,. 1 .1b__ �, . I � .,� I � i . I j IT I-1 I 0 L_J ­0 - 1"r_%Lj11_11__ I: __01 1_j IT L_J I ­0 � I ; " T, I h � , ,I 1 - I I0 1 'le�wPt. I ft � 4 I I;, it � .1 I's 'r I =". I -1 , I-! f -1 i I ,-: ,A , ___ - �'� ! 14, I a v`1- - � ,-I- AT okma:p I ",%a�. . � It M 1 f _�11.1 , ,mv-,-4_,_. - - - -1. , 1 I I -__4, " - - 1 .4 1 �11 I Ii , At, 0 � <1. - � "aip I I - . 4 I, I 1 - ,,, ." i � - __ I - - =_U VA om m", NNIL mt,14 =-,:"a!, " - I 1 . ­� 41 ,- I � RRA r-4r) - I . fl,- I I it IT o � .I. I," 11 9 i " MAI, - I I .. , ,� I - - 7 i�_t­ -_­_ __ ­ .. - s. PANEL LEN- it & .. � ��, [I I C - - - I _2 MH � - __ - � j. PAWL LENCIII IT L MR., 9 4 If- , - -1 v .... - - 4- - - _ _ , 4 C (SEF. ELVAn IT I I � . (SEE ELEVATION 11 �� ,I - T - ___ 'PAN' - ON IT � -_ i PANEL LENGTH I .--�,�,,�'..�,,r��4�,,,-,��,l�,,�..-,, i(SEE a LENGTH 11 ;i I - I-- --- � " i . SHEP I 2) L.- _': �­ -,i,A, �­.­­__ - I , ON SHEET 17) __ , , , ELEVATION 11 , I—' � - 11] - (SEE ELEVATI 9 __ A "" S ­ - ­­ - I a � - SHEET I 2) I � � ON SHEET f2) 1 1 1 11 I I ft o 14, 11 141 I i 0 I I (�D � I ,_ __ __ -,-- " ,. _I___ I - - ­,.f=�S �­-­, ---- - ___ -,-- I #�_.___ , _­__.1j­ . _­F - , ­ 11 I- W.. 1 ,,, ,_ _1 -0 9- -SEPARK I � V`__ --- R a I - I( 1 -, F-STI-p=01- __ --IT � I" mH,,. ij 4 TO GLI I 1, L/2 lI-- SEPARATION- -1 t , - I a (1) � It I" mi.. . I I m TO GLASS i 1. I It I � I OH-SEPARA I ! " � 4 TO _# ! . - @ , i I ; - -@ � 7 � ­ r . I ( W2 - IT 1 C3-) B, .� I f 7 __ - — 1/1* � , I � - -f 1 � - I , .It,/ � I I � � L1­1 cI1.11 - I , 1.1-1-1---t 7 : o. I , I , I - I Q& : � I ,.�� -1 1, i R" , I 11 , � EII ! �'11 1-11, r I � I _­_� __�O� SO I � � I I � I . I I - - - I - � ED ' ` - �, -_ I EG ." Ei�. '� `7 I I -- - � - 90. : _­­ I I I I I " I , ;I ___ 1-1 A - , I , " , 77 - - , , - ­ �_ 11 I, � _ I etllz " .. I' .., ___ __ -�— =,�F= . � �, . - � R.C. . 1: I � li f � % ; r i . ' 1.� I � I 1i I � I I � � 1: 80 , ,,2* , ­�- 4' 1 � ,., I 1: ! -1 t . , , t 1 2 '% ', � . 1. I - I - I � __ - � -- � -- 40; - - A4) WO � f'' E,R* I , I , R�l __ � I I � T; ., I . � , � ,� " . - _ ! REOUIRFO I . 1 "I ,� , � � 11 * " ,/2 IL,c � � � " i .. 'i � i � '�, "I I I , , � 2'.4, WOQD� 1 114-0 TAPCON � I I I � 1 I �. 1 4 r � I __ -1- ,� � �- �- , J14'0 TAPCT ' - �!, - - '5 � - _- �', , � � � � � ANCHOR 0 91 O-C. ANCHOR 0 9 OX PLATE ; I � : , : , , � I I � �, ') .1. .-r- � I i I , , - - i � , 1� , I I RKWaD �� � I/4-0 TAPOO� I STAGGERED W/ STUD , � STAGGERM W/ STVI) , , : � " � 11 1 � : , � � ., � I _, _ ANCHOR 0 9 OC, I I I ,I � � �, , I ! , � ­[__�_ � �, � , I , � - 2 .- WOOD - 1%4* WOOD I i A � � I i I : I I - - t __ i - , .,. ,aTE - : , , � PLATE I I I - - - - ­_ - - " - 'Ill - - _­ -1 � I I � � --- - � I � � f I REQUIRED REOURED I I � I i; Al-__ ! - L_ A - - AL11RODY -AM , - RN "IF -iwr = F.. AFrTY A14EL 0 %w I I Off I I A EAND WA" m"TING5 04111"N'" WALL MOJJNTINO SCALE 3/B-1- K Tit 01% SCALE 3/8=1' ....... I /.; .,Z %. ­" - '... _­i1v - � EN -!f- FLORIDA BUILDING CODE (Non High Velocity Hu lccrie Zone) "=1 z .1 '. � PI0,I, mmm w 24 GAGE MVANIZM STEEL STORM PANEL 1�p I . INSTALLATION ARE ONLY VALID FOR AS 0. DI,- - : I . OPAW fir� I * I .*= i . - PRESSURE RATINGS (p.&J) AND PANEL LENGTHS AS = , . __ - = I -- . / 07110/ado = . .. GLOBAL PROTECTION PRODUCTS, LLC. I IDECOmc. PER - .TEF ELEVATION ON SHEET 17 � *. I STATE 0 - .� � __ 2. FOR NEW WOOD FRAME CONSTRUM. ON; WOOD .. - I 1LJ � 49M &W, 51 WRW - - . At Rm .. - � TESTING . COMPANY CA-. "t. 3ul. I MEMBERS TO SE SOUTHERN PJNr No 2, W/ SPECIFIC . , - - - � "t .t. 20-475 �: .... - � I - � 0.) -­ - - 7 PIP) - PHOM ")t4tt­75HI� RAX: (�L�&� DENSITY OF 0,55 OR EQUAL ... �' . __ "MIN'ta 01 - C,_00047ilt -.1 - I - 1 . I - f - - E 107,144K, WALTER I TTU.r ,Yl� PIL 'c"" . 1Z �i I 62; , ­47 1' 1- I � z: if, �__, J. ------------, �t , __ - , ,, _.,�_ I MAXIMUM A.S.D. DE219H PRU-5LIRE RATING fla.s.f.) AND CORR R STORM EANEIR (1), INMIR1,91085 INIQ CONCREIE & M&RETE 8LQQ1_( SIRUCTU (VAUD ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAIL A51). ..r CA . 'to A PlImun RATING (".-T) MXXWUM ANCHORS SPACING FOR MIN E.D. MI SCHEDULE BELOW * ____ __ ___ APPIUCABLE To SXnVNS f & AM -77�r , __ - ____ W^WM PANEL LINGTA �, IN,) I MAX. A.S.D. DESIGN P RESSuRE RATING 60'..15 I MAXIMUM ANCHORS SPACING MR MIN E,D, PER SCHEDULE MOW * APPLICABLE To SECDOMS & ANY COMBINATION Of THEM MAXIMUM PANEL LENGTH .1. (ft) 7APCGN SOUD-SET PANELVATE FEMALE 10 PANEI-MATIE - ZAMAC_Kw#&ftmN -IN TAPODN SCUD -SET PAMEUI1ATE FrAku 0 I PANEWTE PLUS ZAMAC-NAIUN CALK-01 .1,10. I* * To 0140NEW vi'mmim � 10 Com. III 099F .&,�=�r To .- PPI&,, .jm - ��&,E CONCI'm To To CONCRUE To 00NOM * - Pa. Tot �-_,_- i -t-31 IT, ly - 13, __ li*_ .__ ir __ - , IV I- Ir - I . �-, to, - (TO L-,-n- ___ _T3T _�!r _­1 �� " 11 i3' - 6 1/2* -�37-! __A:_ 2-i-IT 13' I3* __Ta��_ 3' _Jiz,1:12�� - 11 I -iii_ ­ __,L,2!� ­. ". /K_ LL 7 I/I' _� -1/2- IS` 12r _13- - 4 _i�K v _4_1_/2' I _(w) - I (BOTTOM) - 13' ` Ir 13* Ir 13- I . I a y 2: 10' ,-;G- I MOTION) ­651 -55 m � 75� -7t I.-s- OR LESS ­75. -75 - -,., .119-11as [ 5.-S. OR LESS I ___ I 137 it' �,.-i3L.-,--..----L�:__t__,K---- 13, 13* Ir 13' 13- 13* 15' ___T___2r_ is' __ 'r 1.3- _ - - -�� i J s- - 10 1/2' 13' 16 112' 13" 6 11�r - i-liF - __ __­ ___._ TW) - E___ __�F_­ IS, ,,, 13* 13' __ 13' ,2L- __ - --!�:- L-`-' 13' 1 7' -i-F-1-V - - - I - _j�__ - 3' _1­___ 1141-1-.- -1 --)r 16 T/2* I _i�_11_..1_1_.___ 13* 13' _73;_ -T3;-- __ 12 1/2-12 1/2- __ r 5 1/2' � ��ZI­1­111_ _­_____�_��___ ,3' Ir � -_ I I , r 13' _TT_ -_ 0 11C - 7' _­_.__,_,___­­_i�­ Ir - TF­ _ ----. IS, 6 I/.- 9 1/2' -i �/_2- -_ 6 111V - 3 1/2' ,�. -i-Vr -----, e Ilr i 47C IY 1. - "±--.. 4' - I I' .______ 13' --- _j 1/4 - 9 1/2' �� `­t - __�__ �� _T�___ 9 t,?'11. - -- 6 1'2*'7 - ­+ - .71-1 6 t/4-, 10 1/2' - � =,/A jt� - _I�f 1/2' -_ - 7 1/2' ':- - Y_ - 7 1/2- 'i:K/�2*' _ _ _ _! V27 - I r . , , ", - �_ I/2 __r__ 13- - ��_F ­­!�_ - !3_ 6 I/4*16 6 1/2* S* 6 7 4- - 2 I/r ___ -, __i___ -_ 61 -_ t 1 4 Ilr _ 1/4*15 2 (20110M) 3 (top) 3 (Bomat 4 noP)___ !_LM�O 5 ITOP) I 5� 6 (TOP) (BOM-) . L,L ��,-,�-i----�.�---��.-I'�--j2,---L-,L---Lo:- ,. __�L ,+'�- -!2�- -f- LEO-" - -­ - -i;-,- S!-- 1--jr, ­­_ ­ 'r It' -,Ta;- ___I�_ 12 11/2 _A�_ W ­ 13, ___'I3*___�3F __TF_ 12 1/2' - w -'-"-' '_ __ - - 6 1/4- a" -- -ir-, 6 114* 6. r ­_" , - Tli� - -w- 12 1/2' 12 1/2* - - it 6 1/2 ,-,. - ­6­ , 13- 13' _��_ __ -I'-- - __, - -7 -r-, "" F ir-I ____ - 1. - ----I-- _iK_ - a 1/4- __ '. ­­­­ a. __ 1. 4- 6 1/4- _ . , - - ./2 - - ­ - 20:- 3 (BOTTOM) 4 (TOP) _____ A (scrom) - ­-- 5 I -, _13 ------- I i_* ____T__ - - __ & 114- Tr . 3L __! - 6 i1r __ 3: _1, __ 0 1/4- _ __ ir __ ___!I�_ 'r 13' __ Y ir i _i2�_ [ 12' -.1 P-i . ii_7i4z I 21 - I to* a 0"n"') �_ - 6 (Top) a (sm-) -7, - 13, 1 5, - I - _LL, 3* 0 1/2" ,,' 1/4-10 1/4' ---T/;z 6 — T�__-___' - - - --:--I------ _iT�: 7 02, 7 I/ _)a� __L1__j_L 11-1 is, -Ti-.- ­ __I�_.__2�_ Ir - --a-_ Tz' - _j�!_ _21�_ IV' __ - - L --- Y_ _i2a:_ 'r IQ - _13�__ is-w _14: ,,, - iT,"i I, I . ,�� Q* i: - __ B. w , -�,3-,- 13" `- ­T` __�_ a t/1, !-,- ,-- C�n '�� L!!!!� 2 (TOP) IT-4. TO v-0, _LK- --L- _L3:_._ iln* 13, 5* - ; - -IF -7- ' -_ __... 13- 7' - t - _'T -Ir -- -_ -_ ' - _T_ -_ - '�� --li- 'D '_ i�" II. ii i2 ' I ,I. 1�337± 7 Z_ - -. ±_ --!A:- �_o _,/� 3 _L.: ... _1ii- Ir LIP 1/� ___ - Ul� -_ _9_L__ W j IS' 72 1/2-112 1/2- - a' 15 T/2' - a I _� LI 211- - , * i_1__F 3. 11� - I ---T _!�_. __mt�_ _�30__! _1 31 13- 6 I/ _n! r -_ '. ___ 13, II' -- 6 1/2' -f- 1/2' 9 7/2' - 9 1/2- 1/4� 3 ,/7" - - '. I I /I' -6 -1 .- t3 - - - 'a. _1_1�_, 13" __ 13--- ., 1 1/2� 8* - _ w -,---- 13* __ I,- 8 1/2- -a;,- � 1 _jC 9 1/2' 9 1/2-� ,/4. _ 4- - - _SF- ___ 9 If2- 7 - 1/2-15 to* j_ L/�j 10 1/2" IQ '12- - __ - A I j-- 'p, --i-F"", ___ 10 112- 1/2' 7 1 , - L 2 2: ,�: I_L,� rT 7 1/2' 7 1 ji� . - - 3 ----- - Fw -, 7 1/2- IS' '44 3' - 12: - 13" - L - - � I 3' - 13- -T e 1/4-16 --- _n_ I-,- - :�_,-,_ 1/2* t .!�_ ; /2* -I- 1 a 1/2' _i�___ '/4- 2- -- --- ____._ - - _-i:� 1 VOP) (BOTON) i- ___ L(Iw� 2 (BOTTOM) --- 3 (TOM 3 (BOTTOM) TTTUP) -- L (BOTTOM) , " ""' T" - IT � , (4-;_&-_) r W >V-6, To 7'-5' i3' It 1/2' 137 _Ti____13___7i3_7._172 13, i3- 10 1/1' ir 10 112' 1 1 1/2'1 S* 1,,. -,-. 'r -_ 2 (BOTTOM) -_ :111 =11/2 -1/2 -j" -1/4- 1i -1/4- _�/_2' - _!L2 a 13 _� _1/4� r - 2 (T!n___. j2 - 12 1 T2� - Ti Ti74� - ___ - 'i-_ _r 6 ife --:i;- 3 (BOTTOM) ___ _:__i- L4-1T _1_11� r__==. _tF 1-7-TF2- A _i_37F 13* ---7-1777- __ - _,!� o. __ .. 11 _­ti� � � r - ,I, - 7- 1 I TIr a. __ . - 'r 'r " - - -, IQ I/2* __ ", I to 1 /2. a- 4 t/2' 11 S* - ___ --,.-- 10 I /I -2: - ly 10 1/2-11 s- I '. - I I -�I /-2­� . 1/2. — vif - --w- - - -_ ,� -, 3­ ------- 3�_A__r_ -L - --7-- k L__ 4 MOTION) i-(iii�)-- �_V­_Ow) ____ f ___L ,3 -, /Z-r-,3- I f L., 1 I 1�� I/Z- a- ,I- E-r I � �() ,_ � It I '. 3� j_ TS� 1-2 -1 I3. a /2. 1 1. , ) I - I - 16 It4-tfi -L I/.- 6 i/4- IS I ". - - I - __ - _ - - 6 1/4- - I 6 '14- .- 11 (BOTT ..) . _S�_ � _ � _ 1 _ , _ ... ___­r7___ a Ile a Ile + A 11 - __ � I - -2- . SEE SIM 11 MR M0.1015 TYPE & PAC" FOR VISTALLATIONS end WOOD MWE ftwylfal I&AIRU ANCHOR VRACINCS AND MINIMUM EQUE DISTANCE ARE tHIM0110 ON THIS SCREIRILE. MR to I- LESS THAN INDICAIED ON SCHEDULE REDUCC ANCHOR SPACING SIT MULTIPLYING SAACM SHOWN ON SCHIDIME BY THE FOLLOW010 FACTORS FOR THIS OPMTON TO RE POSSIX.E. REDUCED SPACIAM OBTAIRM USING FACTOR SHALL RV K USS THAN IHNIIN. SPACING INDICATED FOR EACH ANCHOR TYPE ON IRS SCHEDULE. I ?r!--, ! A I 1 4*. ANCHOR TORE 11 __,_1_y?t7d_ TAPON SU&.40 - I 11 m ­ I -1-1 I --- � ____ -%MUN -1 - W-0 - ANCHOR SPACING (K) - , 3 , 3 - I ,/r 21/3 ,��IMUAA WXMM FM __L_ _ I � 112- - , 3 ,I ,jr 3 - bKTANCIF ".) , = -.1-1 ol __ 1 ,I Inv ___ . Ilr I 1/2 _�__ 'Ir - - AMIAL ME 01150INCE P,) ­_ I , "r 1 � ___ RAI - - - - - - __ __ - ___ - - __ - - - - I ­_ 2' /V - - I __ - 1. - . W, - ­ - ow -, , - '___­­ � I - , - - - ­­ m - " - 11­­_.__­1_ -------- r - DWI 31i" - - - t _____ i,j�tj - - -1 . ­­ Qi4 1. - 1--l- 11 � - 11 . , ­-­­­ I �,Je I- , - 1 - - 'PR ,�w 1­ - '" ". - SPACINGS ONLY V" WHEN IS SED, #1 FOR 4AX KSA r SPACER r DESIGN LOADS & MAX, PANEILWWHEIN - IS usm. I 1/4'R tAPCON - -- - "GTWG POURED --- r- ANCHOR 0 S" O.0 CONCRETE OR "' ,1 I ' CONCRETE BLOCK __ �,� , __ , - , - `_ , - � REOUIRM. � .'--- . _-__ '_ I C 2) I 1. ,1, I CA-_ ? - -A TABLE 11 A A.S,D. OEM LOAD WOMILIM PANIEL. LENGTH 40 PSF OR LESS S.-B. > 40 PSF To 50 PSF I 6--2- > 50 PSF TO 60 PSF I 5,_ $ O" A MAX. PANEL LENGTHS ARE ON VAUD FOR INSTALLA71ONS W/ SOLID SET ANCHORS & IN 9 SPACER AT 12 1/2- O�C. INSTALLAT19N QETAILS F98 LIEE 5AEEIY FANEL.1� INIQ F99REQ. QONCREJE OR CQNQ8ETE BLQCK STRUCIURE5 1/4-0 TAPCON EXISTING POURED __ ---' i/4-# TAPCON _ POURED 1/4*0 TAPOON - TED t=`OR ANCHOR 6 S* O.a, i f —CONCRETE OR _ ANCHOR 0 91 Oz : -EXISTING C NCRETE on Co __ _ ANCHOR 0 9" O.0 _ . I �/ -I- --- - � . . , -, �"" /, CONC13ETE BLOC9 4 , , �_, �`, _4.1 CONCRETE BLOCK - REQUIRED. , " , , "" i , -­-- -3, ""414 , RfOUTROD. . � I � -, � � , � , , I I RMIREO. ,� ��, -) " " i - C ",4 � , � 1, � I � � C2) I _1 �,�' --P - _2�, I i , I i i . I-cl) �Ij_"* i : � I 11 � I , - lal-INI, . extsu - wts w,0 CLASS I It-,, , - 1, a 9% 0�w I = =-., I I I I- I - � %- .... I � I , �4' ­1 I , -1-1-4 � I � PANEL L.EWH - � ISEE ELEVATION - I* mi, i ON SHEET 12) -S ERAIMMN­ i 4 TO GLASS� I ] � _,"'.�,"�,.'! � �w_v, - � - i "."I- -- � *�,�,,771-,M!77 17,-r-.711 _�,_�,,, � i I [_ 11(2 4� ;;; � �­ . I 1) I � r I.. � I _p ­ - - - I - I I- � �, 1 1 '­.. I 1, , i - , I _01 I- Mitt. I -SEPARATION- I - 70 CLASS. - --_-; I I _-, _,�",--,a�v - - �' � " I I I 1, , . I I - I '. M.. , , I ! �� . 11, � - I 6 PANEL LENCITI I I I (SEE ELEVATION t ON SHEET 12) 4 - � 1.1 � I I , -� 1) 6- E. .. 11",�, I : F o.0 ,�,',,,�I%l I - , i ,,�' _� _111",,�,'�,", 1 -4 ,,,,, -, ,_g - I .1 I'll - I - -,I- I " , I � � � . : jo . v_r � ,',',�-_"5�.'- , I a o "T = " I I )p I t T - I , I I 3/e 11- , ____.__J_11_ .1 �_ ._ __1 _ � - I f I", �, I 1. " "I"',"',..... v __44) 1 - �- d I - , ,�� %,:�/ I : - i __1/4'9 TAPCON �/., ^ Oz ANCHOR 0 91 O�C. I 9'AS"Ne A CONICAM OR D051ING POURED CONCRETE DR CRETERTZ REWPED. 1--dow-RETE BLOCX RECRAREE. CT " 0 HaMis 0 ja n-c-All. 3 / I I SEE SAGM is & is noa ANCHORS ANCHOR r,W ­ IZ�1, � ME & S"r FOR WSOUATONS "TO TAPLARI WOW MANE BLALMM unvum ANCHOR SPACINGS AND mgmwm __ we" ANCHOR sR*mto 0') 3 "impometaxa C_ o") I.RNHOI-) -�_ C,4 -w� � Ma WIMICE in� =�LOAI THIS .0, SaIEDULL ro �'TGD ON SCMEDULE REDUCE ANCHOR SPACING ---i­ BY ­11 - - - - SO4ECULE M THE FOLLOWING. FiCTORS ACTUIL am coma FA) 5;-M- , ,17- 0-R$ FOR THIS OPERATOR TO at POSSUMS- REDUCED SPACING WAMED USINI FACTIM, SHALL NOT BE USES THAN _. I - - ----- - I I - ­,. - 11- I-.-- .11 - - � ____ _� i 2- _4?,_,___,____ - oil, - - - ORO" SPACK0 W(ROKM FDA EACH ANCHOR TYPE ow THIS SONEDIAL - ­11 - __ -, 5". ­-, - olia __ __ 1 31/2- � - j - - ­ � I - I � - I I 1/4' f - - - �e � � i � , '. , 1, A�____ - I � �- ", I �, �;, ,�f_ , , �, : . �, - �, ..� I � I � 1 E -7� - I—. , . . E .0 , 1 �, I ��', � "I'll, 11'�', � i I � I I I - ,� _', I , - �', 01 I 1 - ,C I ) 11 I I A I- Mitt. 1 m =S 1"�- t - i/�4�.; Cnr I I - La W,9 I . ,,, EXIST SEPARATION GLASS a I TO CLASS, I I I L,/-,��. _ -..A t I ,,, R - �_T ­1­1-e, 11 , r .I it wpw�m I LVqm LRDI r-'rT 0 0A I r 0 - I I It I � 0 L I 4 1-� 11 11 v - I __ � , 1 4 %" : PANEL '(SEE MAX_ it I ,L* MAx 1� _ I LENGTH IV- I 1_�_ L'--- ,�' 'I PANEL LENGTH IF ��-- - --- ,A, -- __; ELEVATION it , LEVATIOR , i�2 1 I I, El E 11 I- MI� I ON SHEET 12) It '1� i , - �, _n: ON SHEET 17) ir-SEPARATION - 11 To GLASS. I I I 11 j I a I A 11 - I . _(D i _ - __ ,- If-- _4 - -­­ -1 , I T, I " �� � 'Lj - - `1 I "I ­ ­�� I L/2 " ,1�' , - , , I I I 1. i �11 � 11-111, I I �,_;, �­ I �,�11-- I - 44" ; A. I - I ! ,��, �:!�, � E,11' ��,, � � I .-u.. �,­ I r :, ��. . I I I . L I � : I 0 I , , - I EO If I _ I- I . --L-J, � - - _I� - � I ED , __ _f___ I �� I I I 1 EX). t, � ,­ 1. w­ .5. s 61, I - W_Iw`,� I" '�" ""' ", .­ RIX �, I , . '. 1/2 0,C. n't ��,`, - -I 11 D. � i , �, "," 1�­. � 1 TAPCON 1/**# TAPDON _1/4-# ANCHOR 0 Q* OZ __ ANCHOR 0 R" 04, DUSTING POURED CONCRETE OR U(StING POURED CONICREIT OR -CONCRETE - g..RE09 JAR, FL-Iq SLOCX REOURREV, - ­CONCRE'lE SLOCX RE1WROD - ... IL'a H PANEL VI'Llon- 3 .1* __ - - ________ INSIAUATION DETAILS FOR LIFE SAFETY PANEL I INTO WOQD STRUCTURES I � , -11 - '_ I " - �f " , , ­. �, 41 - . _ 171- ­%_ I-— - I I i ,,- 11 � "_ �' 1, ­71 : .17�-� ,I'll I D HEADER 11, �'i WOOD READER OD I" , �11_ 'L, - - - ­_7 - - -RECUTRED � I , XCUIRED " `1 <� . 14 I I - _r - ­ ��.�' I I � � - i. I _1 �-- ___ . I 1� . 11 / - , . .. . I 4 !17 , � 14 � I f 7- _ _�C. TAPCD . . 1 7 1­1 _V4'0 TAPCON 'L �� I I � 1 I ANCHOR a 91 O.0 :. ��, , I I ; CHDR 0 G* 0 C. fl� - �,� I � � ,I . . I : It 5 I � " 51 � � ,� 1, � ", . I I ,� .. I 1, , , � � � 1�� I , - -1 'i _C211 �, 1, ,_ � N 421) ,�� , ,Q amumawww&w 1 i .... t "'� �;.egmwa*m - 1 ="� . 11 I ,I ��L . 11/4' � ,/2' r i/4- � r, I I I � I . I � � . � . I , -----T- -,- , __ 4 , � I I J�� _mAx_ ____ __1 / x , i- , �� , 1 2* , � , � I., '. . I I I � - wl� " �,I' I I -k I : - I [ . 4. 1 � , z � I I � � I i L�. b - � ­ � i : Lj ' � � , .. i . 10 I (D . if I I 1�4'�Z�I' � , � E it � - I , _.-L S,� M. RA I nl-1111`�, I v.%�W ," I 1 AT m qm"- .- __ -_ . A, 1 " 't, __ _L _,�..��. �� I I . ­ - , gzs,'-�: I � , :I , I 1 In, WK , I I "' , I . j I- _1 I. P , MAR ': L - __ - - - - ii __­_ - .- - - I ­­__­ ... _ �­j - It MEL LENGTH I" �'PAJ�l LENGN I,' _7 11 (SEE FI,EVATION 11 : � (SEE Et-EVATIDN " , t ON SHEET 12) 11 _ , � I ,� ... =­.,?�:­ - � ON SHEET 12) 1 - I 1-1 -­ ­ 1. 1�: � � ­­f� � 11 . I 0 � I it � 11 1. I ! 11 1, Nit, � I It- -, _,_._.___. � - - - - - - ­ ­11 _1____9 � - I ' �_' .�N - - _ 01 � 11 �� S I 0 I' wP_ I, - I, I _ I '�­SEPARXTION - - - i ---fl) I � 0 GLASS. I 5. 1% F � 1 _ � g! L/7 , 11 A j L-'- ­-4-6,1 , 1'� , : I_ -1 1--_I EIT � I - - �,�; - I - � , I 1 0 11 I'T at� �, , , � ".7 I �Q, 11 � � 0 o "y � - I, I . I , I , I .., ____ I ,�, - - . I 0 � �_L �I kT-j f1b. -� - ! I - I I � - L ---- ---- t Erl �`. � - __ - ____ - - __ - I t- ��� �� I I . - . . ,� - � � I . , , I � l� I t t 2%4, woop- �'� __ � . I - _ i, ��-,; -COPT - ­ � I ,� I I 'r PLATE � . I I " , I � I � " I � REQUIOW � " � I I RECUIRED " el- 1, -0 PANELMAIT R.09 �, � � I � , I � 1� ,, jj'4 - Ox , 1, I � � I � � ,_ 1/4'0 PANIELAIATE P - 1-US I � . i , , � ANCHOR 0 12 1/2 " , � , 11 I ANCHOR 0 12 1/2 O.0 , - I I I I � 1� . ) � I � - � � , , I ." . �_ - - __ - - J -1 , - �. :,_ ____ - _L___ RHAVVE-A 8 PANE 0,1117101111, WALL MOUNTINGS Q;;1% � SCALE 3/8-1- �­­.g', A le ­%-. ---S � I 1 .: 4c:L 44167 % r- FLORIDA BUILDING CODE �Non High Velocity Hu Icon* Zone) . I * " --*--- . z -z" WE"a, W. Z4 GAGE GALVANIZED STEEL STORM PANEL rP , I . 3 okmet atc ,�o ". STATE OF ,�zl � 1� iNSTALLAPON ARE ONLY VALID FOR MAX� A.S�O. �_ � IP .. . - - DESIGN PRESSURE RATINGS (p,..f) AND PANEL S 0,,, - .. "4 0 R SIM LENGTHS AS PER ELEVATION ON SHTEET 12. - � GLOBAL PROTECTION PRODUCTS. LLC. ,A/Itam, " , '' Z��� - " - - sm. 51 r1nev 1111'8,/,'O*N�� FOR NEW WOOD Y_,, IT11H norrim I -NIUDS" C*AIPM" 2. FRAME CONSTNUCILON7 WOOD / .0 . — - O"L FL 333" I, -i75 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "Atio., �, - 040-a IT 7 =40* PIPHE NIRNMIIH­7S� FAI, (254)1140�797 20 , - - - ORANA; - DENS17Y OF 0.55 OR EQUAL. - C.-OW711. --I - 1-.; RE. SeAL"OutiAwymn wAL ; - . �_ I - � .... . n= ILIA J, pw 15 or YR I— . — I _IH­J (3) a) I r— u) _0 -Fu > (1) Ir— -i.-O 0 _0 L_ a) (1) L_ 0- CL C 0 0 L_ = .- 0) cu -1--i (.) -0 Q) _pt, n (/) - (1) -i- C (1) =3 -0 p M 0 - CU -0 cn '- _0 I= 0 C L_ 0�. -2 C = 0 (L) 3�: m = 0 0 :.Pj- w LL. .4- 0 — cu �> C/) .- Cn ­0 a) E-= ZO CD _&� cu L_ 0 CL � :E F cu.) -0 . C: & co O_ R< m C%j — 9%1 ear Ly q- C13 -= _j ... � _= C= = CL ,-�,- = 1 6 CL. = cu e..., m - -= CX3 ;� = LL_ ca- 4 L" Cu = - U) -.' f., ". c%J - .2 c, 1:e =-= w E ~ = = _= = C, .- -< Zt g cc z I - CD a) _ImI 13: (i Q) (' = = = 2 >, w =- -= = E .2 = 0- w " 12 z w mi C/) _�., L. (1) (1) (1) = -+--a 4­0 U) :3 m > 0 L_ U) CL 0- < (1) 0 C :3 —0 M - 0 OL — 0 w " Cl) m " 00 :3 Lu m < z z < _j 0- SHEET NO. SH 1.4I _____ __ - ___ *EZI/18. EZIW/18 ANCHORS - - - - - - - - (SIEE SECTION EZt & ALIER94TK EZ1W ON SHEET IS)- - ____ __ ----. I I I -�3' ft� __ __�' M.. - " Jim. I .I- I- ,F,,, 1"(SEE . I (B)(SEE WE 2) ATIWI@ NOTE 2) /,. #1 X1, S.M.S. 1 1 - I , 0 r I END m I - - r ­r ------- r-- �___________F`_ +_� 3/is'f ."IMINU. DF - I i , 41 ­4 I .. -1. I * I f H-i - I I - I i , � . :�� -�,_7�-- - Po, qur, �AST PANE10 TO LIE ;NS3AU,E!I? AT EACH OPENING SIHAL; ALWAYS Eff _7 _J? ��ti_ -�o I � � - � I 1/2, 6 , .1 �? �1! � I I I I - ,,, ! I --I-- ---I PROVIDED W/ FEAR HANDLE TO FACiLFTATE INSTALLATION IF rNTENDFD ­t7- 111 I q'I"11 I I * I : � i i � I r?i i � 70 BE INSTALLED -. � SI r OF STRUCTURE. 1. ; 71 . , ? _; j I I ? FRO% .N ,DE . I i I i I I I I i �?� I � 11 q i i i f i , -_ i � I I , � I i r i � I I I I ! I I I � . 1 1 ; A � I I ; � I ' T I . I I i z !A-, �, -I�R � I I I I 1 I I I . I � , I I � i I I i i i i r i I 1 , I I � I I , . I � t 1 ; j i I PANEL : � I I i I I - I � , I � ; , - � � - , � - - 1� - I UQML, � - __ - -] _­ _ I � - I i I I i , 1 I -, - in") SOY, I I T - f- T -- r-,-r,- I,- , . 1� - -1 - ip)4i 11 T -_ - ___1 I - I ­ 11 . I (t) A�Fft.LILN &�R, E-Z HANG STORM PANEL S`�STEHV I - --,-- -1, I , ` - - , -1 -11, I - - , 7- I OC I , __� � ,IjhNC . T � (N', E RMIOR , FL) 1 WIX, i � 0 4 TA MACKS TOP & EMIL 1 ffNw PAME.L) I ifliFTERIOR PANE ,I �INTCRiOR EL) ; ; (F_ND PANEL) � ; � I � i SET. NOTFS 2. .), 4 1 � 1 1 � I i . � i ; i I 1 1 � I sf- NOTF-, 2'. 3� 4 (?), ENO PANELS SIALL ALWAYS FIE CONNECIED TO BOrTOM 7RACK. I I � i I , I � , I . s-o' , , i , -4- � 1 1 i f � I . i i i i 1 - I � 1 i 1 � P mkc OTTRETINISE A STOP 6AP'@)SHAL,L BE PROVIDED AT TOP 04- SUCH r i 1 1 I I I I � I � I i i I ME,. UI PANTIS. � � ! c I , - i . I k .... i - � ftf * 1 -� I * ! t a ./- 40 L , .J �__Il , LO I � i SHALL CONS�STI O-F 11/4-*-200/4' Nr$ W1 7/8"O�_AJ32" WING I - I - i 1, �! 11 , (3) IF END PATIOS ARE CONNECTED TO ROTTGM TRAC�, CONNFCTr0N i V I � I'll, �� �! i ; I I ; I 1! 1 i 1 t - . 1 i , I � 1 * I I I i i i � � I ,� ; I , i I . , i - - - i � I . I ; �, 1 I 1 1 1 � � 1 � I ! � �.! I I * i - � , I � I. i I I � � 9,CILTED PANIC L-1 W/ I /"->O-" I NUT ON 1/4'iix:�/4' Min. T`IVM8$CREYY INTO IAPPO BOT-101 I : 1 1 1 !*I I ! � I , I � � ; 9 I � T 1 i i I i i ! i I , I I I 1 I I I . I ; Ss BOUTS W/@ 0 fA 'NERLM, TRACK LOCAIIOU Or FASIENERS MAY BE AT EITHER OF TWO" . I ! . I i 1 1 ; * i I : 1 1 , ! (5,LE SECTICH,iS AS AP�UCASLCI EITERIOR ri-At ILANGES OF EN-1.1 PANEL 1 � � i 1 � I I � � . i ; I 1 I 1 i i I I I . I : . I � I � � � I 1 1 __ I _1 , I i � i I i _ I- ­ 1- � � . t_ . I I 1 i I I I - I 1 - I r , - . - - - � � � I . 50% 1 1 , I I i i �__._ . . i I � - - - I � . I : j , , - � - T , IN CASE IIAT ,-No PANELS ARE NOT CONNECTED 10, BOTTOM . , OF , � (4) I I � i - I - - 1, ,_ i I � I i _1 -1 1 [ i I I . - , I I � �_ 1 . I 11 .1 I - - 11 . 11. � TP,V,k (i a, A STOP BAR 1!� ONI USED Al, TOP) AT LEAr� TWO t I I I i � I , � I i 1 j � I PANELS SHALL 13C CONNECTED 70 00110M, ,TRACK JSING, SPEC$ I ; ; . . 1 � I i I 1 � 1 _4-4-��-1-111-`­-­f-lt� I I I , " i-II ., , ! I � 1i -1 I . I � . I � - �.._,_ f_t1_T1__f_7_._ IND ATED ON NOTE F3' ABOVE N SUCH CASE, CONNECTION OF I 1� _., 11 I 11 - ;I � I I L I .L _j -J-.L -, J JJ L -_ - I : I - L 2 I PANI TO I,TTOY TRICK MAI OCCUR AT ANY PANEL LOCATION U _j _j L - __ -1 : 1- _J_J_ L I- _J_J_1 d __ I ___ - _____ - I- . .... -­ __ __ I I I I I i I I I L____-!_ ______!_� . ----i - 3' M.. � , � SEE NOTE 4 � _: ), M". - I" M� SEE � ,� '. =_111ni"CIOR ­ NOTZ 3 (�7) 1 100 BEr , C . NOTE - AN, AOR. I I - - - ___ - ­ _. I __ __ I, - . - , - �Er SE�, ,'o,, EZI & �TFiiKknve E21. O, S,'Ic, re� *EZI/18, I EZTW/I8 I TYPICAL ELEVATION FOS SER0 2000- E-Z HANG STOEM PANEL 'I SYSTEM (t) , , "' SCALIE� 3/32'-I" 1 , I 2 M7'(AH U,ER,,NF I/-- 4� t�Ap � : "I I I . - ��, .1 YAH24- � 1� � :,,, , , I ", I - � - �: I - , _ - - I - - AN - ____ 7__`K_7__-'_,,___7__"`\_, / _�, = ,�", _-, _F ", I � " L ��. IL ::= ,�� I - f/I _� I ,.� - , /11 - �', _,, 'AX. 1;1� " 1. 1r, __ I - SECTION A -A "I A. "I'll", I SCALE 3/32"=*" , "I'll, .... Tlj�l��!, , - " ., ­E , "' `,��%, FLORIDA BUILDING CODE (,"on High VelocitV Huricafte Zone) Z : . I �"n IT."W. �_ 24 CAGE GALVANIZM SnEt, STORM PANEL " = �' o. 44167 ".. � .�,^, W_ � I * -- , * E _. a * , - - ;�.:� 0,�R,',=. I ' 1 I -7- 11LIEC0114 c GLOBAL PROTECTION PRODUCTS, LLC. , . STATE Df�2 �­ - � t- -�, -., 0 MKXI S*� 51 SIPSF` IT T.111C. F 3.M.. i�, 0 ""t0R0' ,'O.", ----- 4-1-.1- - __ P�M`L ni'liffio-11 10 (%i_.�XAQ_I"V 20-175 ,�. - , ,.:_ .... ;�p Z! . , , , , =11-1 _4i;�__ __!!!t � I P,'Eixg , ­_ � - I - , - ` '=�!� .. 11 - ,. "I'll 10"Wvoe�_Tv��CIDNE 1 T I' - - FLTNtUAA da�j lotp7t I I I E N G i N, E E 1`24 IN G W I . I ENGINEERING EXPRESS* PROMUCT EVALUATION REPORT September 15, 202U Application Number: 1711091 - R2 Ex. Project Numbei, 20-31543 Product Manufacturer All American Shutters and Glass IF Manufacturer Address 1540 Donna Road West Palm Beach, FIL 33409 Product Name& Description 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation., This Product Evaluation Report is being issued ITT accordance with the requirements of the Florida Department at Business and Professional Regulation (Florida Building Commission) Rule Chapter el G20-3,905. FAC.� for statewide acceptance per Method l(d) The product noted above has been tested andior evaluated as Summarized herein to show compliance with the Flarlda BoAdirig Code Seventh Edition (2G20) and is, for The purpose intended, at least equivalent to that required by the Code� Re-evalueb On of this product shall be required following pertinent Florida Building Code modficatlDris or revisions. Substantiating Data: . PRODUCT EVALUATIgN DOCUMENTS FX - drawing 420-31543 IMLd "24ga GatvaniZed Steel Storm Panels (HVHZ & Non-HVHZ)', sheets 1-5. prepared by EngIneenrig Express, signed & sealed by Frank Bennardo, P1, Least integral part of this Evaluation R a port- ' TEST REPORTS uniform startle structural performance has been tested in accordance with TAS 202 test Standards Der test repents) ABT-ASG- 1 7-001 by Btackwater Testing, Inc. Large missile impact resistance and cyclic loading Performance has been tested in accordance with TAS 201 and TAS 203 test slandaids per test report(s) #BT-ASG-1 7-001 by Blackwarter Testing, Inc. . $TRt)MRALEN0114EERINSCALCULATIONI Structural engineering calculations hays been prepared which evaluate the product based on comparative andfor rational analysis to quenify the following design criteria 1. Maximum Allowable Spans 2. Minimum Ai$owabje Spans 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 12" A�ENOE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM @E No INE ERINc EXPRESS. coF4 ENGiNrFeAiNGE,,PRess com to ENGINEERING Page 2 of`2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress ties been used In the design of this Product - Separation from glazing is not required for installatioris outside of wind zone 4 and assenflal facilities Impact Resistance: Large impact Resistance lies been demonstrated as evidenced In previously Listed lost TePart(s), and Is accounted rot in the engineering design ofthis product, Krind Load Resistance This product has been designed to resist Wind loads as indicated in the Spain schedule($) on the respective Product Evaluation Document ()a Engineering drawing), Installation This product shall be installed In strict compliance with its TOSPeCtiVe Product Evaluation Document (i. a orgimaering drawing), along With all components noted therein, Product component- shall be of the material Specified In that product's respective Product Evaluation Document ji.b. engineering drawing). Limitations & Conditions of Use., Use of this product shall be in strict accordance with the fespeofive Product Evaluation Document (!.a engineering drawing) as noted herein All Supporting best structures shall be designed to resist all superimposed loads and Shall be of a material listed in TITLE; product's respective anchor schedule, Host structure Conditions which are not accounted for in this product's respective anchor schedule shall be designed for an a site -specific basis bya registered prefiessionat angineerr All components which are permanently installed shall be protected against corrosion, contamination. and other such damage at all Imes. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully, I I " -- _,�._�,_4,�, - ­,_- Z, � ______ �__. I �. - -'% -I, ,� I-P Z$,r1t,--;2,Mf!,,,,, � Frank Bentlardo, PE ENGINEERING ExPREss4l #PF0046549 I Cert Auth 9884; 160 SW 12" AVENUE SUITE 106, DEER91ELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEA " @ E N G I N E E R I N G E X P RBS S. C 0 M ENGINEERINGExPREss.com . ;,r,�,u -�In, 'I, ....... 7"S , C,p _­ ,-, . ,�,,Oil lu-PI11111- - V-1-11111.1- 11-11- �Ilc �t�ll 1�%'­­ I ,r_ � - �1�lp - �' " - pr­ - - 11 �­Il 1_11:­ : ::I 'I"11.1- 1;:�_�"� I �I - 7 .-I I ,�4­ __ - 1299��14011 � , ,., 1111.­_1�11_11­111 - I ,Ii�-_ .--,-a . - � _­ - I - ­. -1 11. I 1.1-711 .,F� I -, I 111-IiI, - ,; . - T-r I �,,,, _--t�r- ftl'�L'11�1 VY -, '1­11.1 1�& . � ., � - 1� - - 1`11 1H 1. I � I . - � . _:1 - / lj"� ­_ � W,1111 I /I . , - � , " , /, �� ` "', "m-�'j,". ­.- .1 / - " I . . 11, I- ,.� �/ -,,m-,6��,,,q Up", " - - _ 11-11 I F. _I,:� "I ; :I ,j., 11 I,- � �_ . � ­11c I , '. _ , T, ,� Z A 8 �1/// � . 1­1 -11 - . I-' . 1 �,3 , . - - 11 . - I . , �; -1.8 _,�� - I _- ,z, I . . . i I - I � _. � , , , :X � � .1 _. I . � I - - - ,; � - , I I 1, , 2W- F!=-� , , - �- I I" . .� "" 'd 11 I ,, __j I I � I'm W . -- T 0 . I- -.1 -1 � . _1 L " - A. ASE, ,- , ",-Z - � I .. ­_U j- 1--1 i -1 511--i-1111i 1 1 1� ': I 11 ­­ 1�1 A _�_ � F, I ., : i - i, �R Z M _­ - - , M1 A I- - . C� - ,� " 1 , � , , )� ,,: P, -` , -� 2 i i ! 11 -1 � t ,., � - � 5 � � ITT, I - � , _:1 �� uj I � I ,7 ` i , � T I - ., I.-,.,. 1 14 ,, , E 1-11 .!,I,: ,,1 ", � I I" U - I ,, � - ii '�� =,.,-- - __IV_ - S I'll 1-1-1- F I� , W � I 1. 11 1�1 3� rL I .1 ;.'I I. -1 I �1133 %1_116TI, ­­ �- li , I � , .,.fl T­ , � 81 , -1-111i I- � � - , � - i -0 r;", -'�I- I, I I -1 '�� � "D I � " � \0 f I �1� �1 11 ` U) � Z � 1: 11. �, _6L I S :.�:111­ T, _­ 7 � I 11 14-I, - - ,� ,,_ � I I I LD , .", A,�j , :H 1� �, �'; I - U." 1.00T (CN`UW,­ F /// 0 � I.- ,,-' rN � : � ... -_,__ 1. ,-'� ­"­ I L-OV1�1,'XI- - � 1-�­_`�­_ , . , , Ilk - , . _­111,1LI.I�, � ��� I 8 , I ' _" " ­;�111 117-4 A ii t � _ gmwwft� H , , �*,t'7=AtCFT I` �.­ � �, `1 I. E11_11 IT / I,� " - it., ". NINS001*41, Ln . �1111_­_11­ -,--" - ­­­d - . - - - I--) ­Lu.jn_­ MOUNT SOCT.N ,-I I � I � t; 9 4 .1. N �u,;,, ,.-,.,. - '1111, H 1; Er In I , j ­r - I I ; . -, "I 1`2 P'11111L - I ... !;4 . r Z R 1 § "I'll", ­` : 'ZiL!"', - 7- . 1_1 - -1 ! - � I., T 0� .11, - � � j , � i - 1- V�� ,,,,-I .111- 5U_ , I - ­11 1 Z) �- 4, � In', 1, ,,,. "FrI, �_ - " I � N V " , ­. -�,Wl­ I - - V�L`�.� ­_ �111 _0tT��, = 1 : ;:r . _'11 - " -M. `1_ - I 1-1-1 I 11-1- -I 1;,�Z,,1,1�1­ -11�� 'IT- V) . � U, I 7�1�:1.11,1�.�,,� -,I "I'VIU, _ . I i .9 � ­-, U­ -.1 - _��� :­111 , -1-1-1.11 Ivll� ;, -� z" I � I - , I _. 11.1 0 . -';I� ' ---'- - _. . 'ocitii,��_­p' ­­ I I F, `_ � �� r�,, �z,,,, _�,. It _� F47o�-,�s,, ,, � I � x 2 ,",.I-- -',��..,.0 � �21 - ­' - _.� �. - � . - rz'� ,!�'I',,,--,'�,' � � A . V I.. Y,- E I ETL - 1111111. lil "L.-I-11-11 ,V1 . � . -1 :T� -�­I UP, - �,,�,f; -,.H,.. - -1 V-1 = 9 I � . � 1-F IULI 1. " �,­f�l � �:.41.,,n_!:vl��­,,-, 2: 2 �, - 111IF!�­11.1-. :,. .11 ;..-"-,- -�'-r,";r,- :-T-1- IT . �,,,,�,"�`, - �;, A��:,: P. i:� -I lc�,, ,, �,,, � . 1,11-1-1- i. .;,,I,- w ­­� H'), _1 , , , _�� - -_ I .1, , z, , � -':- , � "; ­"L ,/ � - V 11 , ,- ­ :;� I I _� 1!�, I I *� �, I I �� _P 19 ",m1w., 91 - r 2 � I _­­J,�Ii . '1� I 1, I, I II I �, �,,'�­ ,I� I I Z- -J,_ - ill -; I 1� I 4i �Ll - ni,7411�1 - - E �, 1. honi 1 �L1, kl%_� 1�1 d I - --V- " .111%1�1 11.�, V,41 - _�P'111� - � �-,, I It 1�;_, �I I I "glig I = 'I- I. � A' �4: - - F � � ­ 13�, /-�,,,,�,�� Y�,� iI I I � 14 �,; :­, I � I I I � . . I -- I, 5E 1 / I;,�,,�Z, ,: , I ,. "Hr '. - , 'j, I 7,r I;� : 9 F, r_ZR 3- .III, - _' � � 1. :,�­_111T--, 1. "'I, ­­ 'IFI-1 - I W �nun ot, -_ 7, \Z� � �MEOHECLLE -1 INgg _�; I I _1 4T-R,17 i IT I I I ,?" �: � X� , - - -1- 'L LM�36-­-,O�_ / Mae I . "`q.. I .1-1111:1111:1- f;'. "' I r � � 1� 11 -,-,, , 1.1.011 . . I ,.ri � ,,- %, - 1-11-11- 11; oiN`RM`HF*KKV_FE � 1-�­i� Tri-% � ". 01 �, _Ll'il��,­ 1­11 - T .- . ,� lr� -1 , - ­­­­­ -­ . - W, - F IAJ_­L1 c , ­; - I. .... I -I - ­­11 20-31543 . g, �;. � . ­', 1�_11,`_, - I "� � � I 9�i , " 1__.,I1-,=7.1. INF wmh - ' V "'. 11 Zi I s , , � _� - .11 I ILOSURE rPTML � � . ,� -H.- I,�:_,L-.""z C_ t, � 49*- �.., ,..::. I-- _F­ - &Mql!�Li ,, , 1� 1-1 - - I I, . � 11-i 111.1 4 . i% "I.- ;­­ . ­_11. - . 116-i T`�­ 'K'. � __� - ;I-,, ­11 ; = "I I ,,, - - "' '' - _11111V_ �r,. 7_5 z I ___1 �1111 1- r:111 I 1�.T­ 1:,1_1 ,, I,-,',,, C 11 r-'JI 111-1,111-1 I �'1111N . IF . .,.,i,­1,,,­­I ... ,i, ,.:I,- d �. �, 10 1.] I _/ I I - - _______ � INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL. INTO POURED CONCRETE. CONCRETE IL-OCK AND WOOD STRUUALRM I ��'�: -� � -- � �- --; ' �i I 7 i 711, * - � Ir -, f�, STI OURIED � _..,r' , " __ �I� � - .gncv OR I - I CONCRETE BLOCK I ,­-_� ___ "_ �_ , -!,(4*0 TAPWN ; , - I',- I it, ANCHOR 9 12" O,C� 1: �� , ��X I I " . ,Xp REQUIRED , :. - �i � - � � I - I . li��'j -0 �� Z � _'(9 , . - I 1 - I . � , - I, 1/4-0 IAPCONI _ �_,"­,' -' 7, - , JjAXI* HEX HEAD TEX WOOD 11 - � I I ? ,� _114.1' REX READ TEY ­ - - --, - : 11 I -_ - - -_ . I, '. FROM , ,_�, SCREW a V4* . OM .rL � I , � � " SCREW a Rea * 72, D.C. _ _ '' , AMC . EDGE or a � 1 , �,� I- - : 6 � ", � I I 11 - .1 EDGE OF 0 It !; � �� SI-0, i � I I I . . . I 1, 2 I I � , I �e M34im � - V , - , � . I . I " ,, I I �'� , I � �', . e I " 1 1 I .,� � 91, I _� D9 I ----- :" , 11 - - I , 1, T � _ � : - 1 2- � I 11 I ��� , ,r, I I , ., , � MI. , 1" I , I "� 0. I n I " I . � � - [a I - � 11 I ­ "I Ir, I �_111'11 `1-1� ,,, ; �, - IR i! L ---i _+L_ � _ -------I- , I I I- _L ------ ---- --- , - - ._ . "I 3 ,�,� �; � I I , 1 1/2' I � 1 11/2. L, 1 b; i ,-. I , I I � -.1-1 I I j ". . � I I/�-__,- _1J. j � ;:il�l i � 'S' I I' 'J.-s-aml- _B- I- - __1 ' I i, .-FA=0 11 I I I i . .:I';:- Pi - I I I ,I, :'A 10 - 1 112, 1 I "' J, 1 I I 0 I i FICISTING 1r_SE;�EE1%N_ I I � yieo I " SEPARATION - I � -i/.161'.0 � I I'M;-- I* MITI, 1 I TO CLASS i I pop _11 ALUMINUM POP . " TO CLASS. � GLASS I : L R I RIVET LIU L;, if I -01 RIVET a - 11 i I (D � - 11,�­i, ­­ I - _1 �� - ... . ... I -_ - - I— �-�-- - IT, __ �-_- ­,�, I - - , - - - - I - ---, - -1 6* -01 T � 6­11, , 4' - It - , i MAX, ; I MAX ,:/T_,�'.I;�. � I - - 1 _II - - --- ­ - ­_ -j:(. - 4 - � I ­ '19 -_ a I I I _- PANEL LENGTH * 1.1/-1. 11 � I I 4 PANEL LENGTH * A ,,, , I I ! r- 1-- -, ---------- - _1 - -, I, - _-VA � ��_ r_7_­,1____ A, " - 4-,-- - __ � -----I-- __ � �1� �_ t­­ Icf"� � : It I' W­ I r , I I ill 1, ML� �� I - C, )r ; _ 1/-'0­20,2� rv= I 11--SERAPATION - 1 THUMBSCREW 5" 1 50% n I'D CCASE_ OF V 0 4 .*iS20 ;I2; OF -L� � IT 1 ' - i/4UM . OF . 11 : ­,,.­� . . . . . -, - I I 11�:`�'�;� �, ,,� - :1 - 0 llil,�.'- �� ��.`�'.. � � � � " �� ,�, - ;�- T, , , 11­, - I 1 "I ,�i�'�, ;­­ �� , � � i�l �, ,;, L� .1 ��, 'I i . . " "�� I I " 1'� 1 -7 I I , , � ____1I.__ - � �,,, I �� - ` �� :�,­ -4- . I IV.- i _��, I 11, ��V��,i,-', - , I L . _ I - , I �, � I ,,,L . I , .... 2 , . 'I 1-1 I ED, , , I `�',, , , I ` - . 11 1� 1,� � ,,,,- T.;i: 11;.11. I ��, I ,,, -, 1-1 � __ I -i" ;;;;;;; " -III, I I I 1 1, ��� I �� I - ,., 1-1 ... � 11,�) � I .. q - I_ I I - - , � L­' 1/2 i , - - I - - I I I 'O TAPCON MICHOR li_ 1�) � " ,1/4 � � ., � 11 a 12, O.C. �,, " I -1, - I , - t/4*0 `rAPCON "Ill I � ... "I - : 2'.4' WOOD OL -I ,_ " P TIMUI ED �, I F.9E ANCHOR 0 17r, C 8021 -1 Fic N �� 11. REOURRED CONFORM OU C9 - __ nOOMED- . WALL )AOLMNG 1LQnQN_= Aftam SCALE 3/8-1' SCALE 3/8=1- '.00,01014ft$1 7 I �;_,I ­.-4'�, 11 - ____ - � �,,EN - , � Re --.,- -_�� FLORIDA BUILDING CODE (Non High Vel"Ify Nor iocne Zone) -_ If= * MIN. PANEL LENGT B �, ; o,4416 '.. �_ PIRZI, 'E"EMP, - 24 GAGE 09VANIZED STEEL STORM PANEL FP� 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D� DESIGN SMALL BE 2'-6" = E Doa,, ­ S *: : PRESSURE RATING +/- 40.0 ps.f. AND W-O' M" I S � , * - ., E --, 1, I I 1!�, STATE 0 I "I ______ _� , I I L I E C 0 \ GLOBAL PROTECTION PRODUCTS, LLC. "W..- PANEL LENGTH. . I al.' FOR �L -- Ato -4 -W Sw S 511`v�_ - 2. NEW WOOD FRAME CONSTRUCTtON: WOOD S�11� R%0_�' I IRA COMPANY ��,, - BE PINE No 2, W/ SPECinC �, v , `I.�.)aEP­ETW 20-175 MEMBERS TO SOUTHERN F_ - "'; - � I-) __ - , 1. � 4=1 �It I'll -t! (.,M) imll",�.a& OR EQUI slal%.Ai. _� ie� . DENSITY OF 0.55 - . - - . - I - I - . � - I - - AIOTMIAPA*;� ITAU�m " !� . I I I f '011:6710 W,00, � . ___j PALP 4", - L 1407 1. 0, is -.- - ", ____�Aiii It �nr­l � � . I I i I I 1;1� _1% ALL AMERICAN SHUTFERS AND GLASS � 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) �� _J� I , i OPT1ONAL,1,"-2O5TjTCH __ 50LIS WITH WASHERED I- WINGN IS FASTENED@ �9 �3 e / OVERLAP-1 @ K bSPAN (USE APPROPRIATE TABLE) - 8 ,P . , SPAN I I � �,� T ,9, 0 ,/ imm - F , , , " ____ . Pi-ANVIEW V _i �' � WO � -� �� B R0,155" IF - - L__ a I � � I I I I � 1�� � /I \ ,; \ I -� BOTTO ou d-PMT (CONP TY AE - \,\ � � � N,, . I - , / REDD) 11� ' P0,391`3 / -1 1�375` MAY BE AT TEI - - - 51QQTTOM /'-I'\ T"YPICAL VERTICAL MOUNT ELEVATION ",� NTS, ELEVATION TOP MOUNT IC N Ty PE F, EQ'D]:Ns I.M. i tt �',�",', I , --- BOTTOM , I—. !�,� - 10 D MONN TYPE T � 1 � AS REQ'D) j � M � . - - - —-OBSTRUCTION 9 . I (LOCATION MAY VAR" ..w�l 2: g � ` , OPMQ, I . 6? �_ ":..,I R _T,11�), I LEM- I I I "I � TT - BOTTOM MOUNT r , N jr LM X nPE AS ii� � (SPA BELOW ,& 0) OBST"PLULTION) PANELS KAY BE NOrr-HEDA5 RMUINED OPTTONAU_ yI'.20 STrrCr 'ROVI DIED THAT,CONNECTIONS AND EtOLTS WITHMAsHEREI ANCHORSAIE USED WHICH E,ATI ,FY YvING NUTS FASTENED C � SPANS A BOVU a BELOva C85IR 'M OI 0 MIDSPAN kTE SPAN TAB VERTICAL MOUNT ELEVATION _\ (NOTCHED PANELS) /_2 \,I.,/ N TIE, - ELEVATIC14 ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24GAUGE PANELS MINIMUM STORM PANEL SkPARATION FHUM GL--15 0 IVIV, WIND ZONE 4 E, ESSfNTA; FAIJIMES) � -,-,-Ai,MUM I ,- - ­ T - I � I ­ 1, I : ALLOWABLE INSIALIA11ONSIFM INSTAUAtIONSCiRrATER POCO6M I RESSORE i SPANUrTI THANA'ABOVE17,11ADE IIIAM3(I1ABOVt1RAVZ I 1 ; (PSFj � �__�/_­3ri---4-----­-- - -- � 13041. ___ - - -- - - 611, 6 0- - - - - ------ - - - - ----- in� _ - __ - - 1JI-6 - -------- - I -;,-iB_---1 I� - - ______ i�qlqt - jELPiI-n- �__IIIIM_____ � - __"1_4V,_ ---,--,-, �__ ,_ - �Ljkozjn _ - _____�Ew ,- - ___ 6 in __ ________�ijB,y�__ _', __ ___ j -1,15 F 130,13 I� 6.06. ?_T6ill 1 .I.SD i___±s�,_I, [ OVID In io�n - 6p6 11, sCe.!.,_____,__._.._ 11 'iIIIIi, , , __ _.. L__L1_Gu___ - , � __!_22 !11-- - - ____609. _____,_,__?�S)�"1______ _1��km__,_ :I)PAN _1)L_HtL)ULt NU I tb: * �, ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD � PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN, SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN I DADS. 2. 'PARELFAZENERS"AFE'STUDS USED IN CONANCTION wrrH ALL MOUNTING EXTPUSIONS L'F`TRAr_K.STUDDEC1ANW,f71"C.) USE6,25' 0 � BU VALUES FOR ALIU'H`�PNO 'L)',HEADE,R5 ONC111DING BUILD OUT CONCIT"'I 1. LINEAR INTERPOLATION BETWEEN LOADS IS - 1 ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DIFTERNIN MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED 2. SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS is ACCEPTABLE, OTHERWISE USE RIOT, HIGHER LOAD 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDEOF ES$ENTIAL FACITMES IN ASTM WIND ZONES I THROUGH 3- THE GUASSS19PAIIATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED, ,I"- r6o I ,W� EPU,H.BEN­D0­N , � IF � P15,1161- RK, I ty ; " 2111 � - I ` - ' � "! ' -, I I, ,Z,� MAXIMUM ALLOWABLE - ' , ,­ "I _E. � v= DESIGN PRESSURES: _111;4 - ��. I r1.1T;1111I , -, �� --- �,� 1,I _- �' i , '.' ­�� � 11 _, ""I-11-04.4 �� �. ��,_, .1 - S NOTED IN DESIrN� DESIGN NOTES: Ill SCHEDULES - r,� '�, ,4 1 " , " -: . IOSITIVEAND EGAT IDE5113NIRESSURESCALCULATtE) USE WITH,� FOR ,ST,M SHALL BE DETERMINED PER TMMe SePARATE ENGINEERING IN ACCORDANCE WITH THE I I , 11 , '0­ , ii� -I � . 1 9&'aVINP'C.'io�Dlk'�&R)1'1�OS)S�'N'�EE 5YM�'I'EEIMME TAWD CH41T . II E",-O" � 1 El 1609 OF THE FLORIDA BUILDING CODE 13HALL BE LESS THAN I � I �,o -Xk a ,I,' I I I OR E UAL TO T14E POS4 , ; ,,, TIVE OF, NEGATIVE DESIGN CARA VA LIES LISTED HEREIN FOR ANY " , ,U- I lut , - V_ g< I AMIE', As 8Z,Y ,N. ", , - I � 4- Is 1 6 j a 1 GENERAL N07ES: - T N - 8 %.A,t ; d - - 7 6 r2 -. J- TH18 SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN OF 7HE- FLORIDA BUILDI GCOLE 1, '. UP or ACIOICANC111 1%lullINEITS SEVENTH ., ,NS]DEANDOU7SIDEOFTHCI1VHZ.PER EDITT�(Z�l -1-�.�OIAN�)���.l�RoM��O�.�N��oR�HALLINV��l�XTF . 100 4 I 2 N 0 �Q-L/3% LNCREABF IN A LUCIVA91-E C TRESS HAS BEEN USED I N THE DESIGN OF THIS SYSTEM, 3. THE ARCH17TIENGINEER OF RECORD FOR THE PROUErl 'ITH �� (9 EWj WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE SUITIS7RUCTURE POATHE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH a I .; SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR� 4. S T, 1715-SPECIF1 l�-lO,111.HIIRI�.�-.1FEq�.�..l Z: E ,E MON Lok ,�S C�, 7"U.". ,%FD�,� "I'M, < � HEREIN, COOTACTTHIS EfIGI�IEF�l�IIALTI.XT-1"SP..P�l"'&-�."I'l�l-.�l��'S.�,�S 's � 2 14AY BE REQUIRED. B 11-le SYSTEM D-ED HEREIN 15 Ge"ERIC AND DOES NOT FF�=O� JUM RNWATION MR A SPECIFIC STTE. MR SITE CONDITIONS DIFFERENT FR601 �2 j % LIJ . t '. 11, � aig T HE�O ITIONSVIATLED HEREIN. ALfCENSEDE=N9ERQR REGISTERED A , F CHIIECTSHALI, A EPARE SITE SPECIFIC DOCUMV NTS FOR USE IN - - �_ ,Ii U, . , 14 III C OILUNCTI.111! H-THISDOCUMEN, Aen ::� 1 i a . k � I c ESIGN R&SSLIFIES11 Ill IF1.1TREN A. BASED I N MAXIM U N TESTED 6 5 SURE �"" S EFL� ED ry A 11E Phas S �, , IFA "FU YTI OF, GREATER SAC GRADE I , 3i - P i ;, I g 7' 5 UNAWtIff-ENOrto 01HEARAISEAMMENA'S UHALt.E 1ADMWM:PU1T1D C-IgTHI F$P !a � Is COR 05ION-12,15TANT MATERIAL AND 'P, N ...... AT'ONS SHALL CC FLY III 'AWN = CC ki ? � FOR INUFASTRUCTU�IRW'SECTTON 12 By THE'Al-UM UM ASSOCIATION, INC, 2 & AliYAPPLIC.ABLE IDEINAL, STATE, ANEVOR LOCA�,CODES, W , 3'. A , It Z4GA AU-STORMPANHELBSHALLUEZ4 ASTIFtLt-0=4 � SIAUL TRUIL)RAILQUALITY - cle . 9 Err AIv.R.zoCoA%T1"111S1NA11DS .,EE�RNI.111111_1 WITH A "ININ LIN P ­46il KS � III. �LLALUMINUr4,EXTRUBIONSSliALLU�6U63-T6 A(LUM HUM ALLOY, LLJ �<E: I UNLESS N�Q OTHERWISE. 11, �5B�hIP�Al�5HOWNMAYMN�RCHANG�DAS�M CO N DITIONSDICTATI. PANELS MAYBE NOU14TED VERTICALLY OR _j HO IZDNTTAULY AS hPPLICAE, E. R N�Z. IZI C.NCRFT.Wj_CAS_ D HEREIN SHALLBEEMS�DDEOTO 7 -3 I I NON-CRACKEDCONCRETTOTI ,INSTALL ALL 014CRETE ANCHORS TIER MANUFACTURERS RECOMMENDATIONS. 11, Till 111SPONS11ILE To I1.U11 OR IRQTEI ALL I i g I - I 1 XMCTC1'LI1L5 PEERS scir A PREVENT ELErTROLYSIS, 24. MGI:�IEERSMAF��REDMANTEERREIATLOSVTAOLII)ATESSTRUM�LD ESEGN AS, I 5 'HOW' ONLY. USE - ­H`A'A1'1'9 '�"'Y'�%r`.`Ee.' NORAL'L C V I I I I �, i'�',, ,,A I H De M N I F1 . I 11Z A . INCLUDING LEGAL FEES & APPELLATE FEE' AE9ULTINGFF"`1M MA AL 5 ? 0 02 ; FM3R CATIOq�ISYSZ ERECTION, &CONSTRUCTION F ACTICESM NDTHAT _IELO Is C� BY LCKA1, �TE, & FEDERAL CODES & FROM I it , - I I i DEVIAnONS OF THIS M-PIN. iS MfP7ASEYPRESGLYPROWDEt)HERET�1,NOADDrT70tiAL R , I I CER71=ATIONS OR AFFIRMATIONS ARE tNTFNDM Is. ALTERATIONS. ArnITITIONS OR ER MARIOUGS TO THIS DOCUMENT i � r ARE N07 PERMIT�D AU � ZNVALJOATE THIS CERTIFICATION I I I 01 12, PANELS SHALLBE PERMANENTLY LABELED,WTIN A MINIMUM OF tl) LABEL I .. - - �910A PRCOOCT APPROVAL NUMBER ji - - - 20-31543 Ma " - VISIT ECALC.10131 43 E "M 1._�i �,� FAR%­-IFO`R- M�Alr - -a' __75 ;� ,, " � , �­ "",", , -, " " N " -1. I I I IF, - Fj _,v_ _,rEGRMiBRN_. N I. _10-- -I- . I � ,MINIMUM ALLOWABLE SPAN SCI­Jf�DULE (��------ ­__._____ (An PANELS) TOP MOUNT I i . k j I j S I _� i 4 T F ,� 2; A !I IS ___ t § - � & �L it I I L W - f I N . ! ;F 3 A - -8 . 2 � ,, . F � I �! � � = I ! 31 H P I � I - HE.-d- I - - � - auild.w"w Hem (r (r a- 1 27 2'r 25' 2-r -:2.V IT' 2A� 2r 2B" � b5 A 'U' Huld,u Or U- O' Zr 2� 27 = 2� 9- 24- 27 _W- Z N5 6 Stud Ln� 23- 23" 2T IT- TIT ,N1- IT- 10' 23r� 30' ii- 33- 0 Bulkb."r T-1, Zr' 24" 21' 30' 407 ST 29' 49L 24' AS- 39- _ff� a *r TI.Fk 2T 31" SY -1 , SWdA,,4.RIVn1M.UP1) 2 2 _F2__ _2T ­TI- - - � I I I - 1. g, fi- 31, D"d M,,UnI 24' 24" 24' W 48' pal !� - �, - - � �, I ­- I 23" 24' - -�- ,�; 2T 29, 9 'F` An " " - 2, �,; -Z 3a, 53" SW AhSo ( 2T 23, -I,- il, -!Z�- " -P � %� -'k -fF 47 I W 26- 26' 3r _�L fix z� W, " 'ON _:� , . , , -1- IU " E. I . I,, 8 �'�'--,,��I-� - - _� 'U_ I -11, W � - �-',`Z�,!,Mjf 4� __ `2 il<_ - A40 0 - I_ U-111 i���AN,9 it: " �: i, :111 - .. D110 I S�-�-�-�M�.E�.1.114;,.�.I.L..�f-��5.-'�UWIOII�O�-q�)NOI--l.S in �DirrCV5ATTOPOKNCIIION ��.�ll�11WI6�,%Il�".PSF.WSMV�TANI,10���ki.01 &COUI.- to I 401-�,�.11�,l�.I.I.�,L"l�l�.,el�UjOib"�)�P),�4fLItN�-tZC,��'MnIMI-TKqf'r�lk 14, I�IE,Ij. MUIVINN � .Fir-j- �­ � ...t-4,e-����,��,�t,,-,,�.o�"wL�m,,w,�t.-,�A�, V­I,qT­­o.,.­w, (D ��ap.l�.11tiol�ill"�,�n�c,)Ntll�,�.1l.?w�R-�l'sc�,"IIDI1.1��1.41,�.".,�l���,, , 0 i ,t 1A6I_­fS­­i*.I11r­P­ ... 1.�..�-L,�i..b2��.�..-�4-11.111��'. c.�zs ol "FHF�S '. M I s .�w'".Ils ­1fn,x'Ht �.�..,L�ll,�4l'ttl)c"".-QN.-,Qll)A�4'..clo-�-,VP ­v­�,_ ­. 11 .­ .1 W-11111 ,,P.- �.*^ 11 lm� D,ImIYA� I - I < 1. ,I - � �� ,-,---� OPTIONAL INTERIOR FAST914ING DETAIL I N,T,S. In W in � U., 0. e �6 E �1 *' 2-� �Z6ZF lz 3 '_ N �f I . = . 1 = I 14 X :Z in I _I - � r, I , - __A__ - , , '. , Z-1 - PL - . . IIII - 6 � � I "l-P-1 ) rm�o Z..,.- W . I I PAH1X_ Ul M 9 e 1-1 ,,_,"" , I , , "I �,­011 CFP _j ---, , F ­ I - TF ­r - . _ HUTP "I 111-- � I 11 I.IIII, 11 � -� r r . � . L, - 4 ijif all I,! I la ,,, 'CNI. , 9 . "j I ffla /K"'�­'N�'__'­1�15`., NrWT A i� li MX- - - I. __ � ' N�," F ".N - ­ 11 1 ��r e1A : taill 1 1'17 � / - � I zi-, �. IIII41 �1�� 1.� A� F I f E, - p __ Ii,fQ 0, - 8 f 'T - , ft� ­­ I r 9 k L' I MRS91 I -A-ZA-1 11 .- .1 To- -,.--.x='­7 - I - QIP1P%IT�W00WKQPr I"HIST.W1 L-r" �40_ OF-1 - 1�_Bi­_­ ­p '71A. 1. �� 20-31543 � ._`IW5 :,--. TMRI`4 . - I, -ce" ,�, . - - � -,----------I � .�Ae, .AM RESCIBIFEIM, OPTIONAL EGRESS PANEL DETAIL rs �m Mp1wre-IOR FASTENING, 1 �6 _/ C" , C%j - C= C%j -2- = � .2 - = =_ C13 _= __j > L.L.1 = 2 _= . In " -9 C= - -_, �� � ro , _= = >< ­: = LA_ M_ .T CC C= - 44 _= C14 _= .�2 2 �,M - .E W �:,c 3, =_ _= W -2:.! E - == M C:i -Z-; .4c if W.- _(,� 3: 3: CC = .2! CD .= U W ,= > = = i;: CL, . T :., " & _= = E 2 CD 0- Cj - CD rK,VIK "T"Roo 11, _� , 1E."', - ieiil � 11;,.., I � j� . <,,- -,-I- -. - - L9 �_2 250" 0 094� _�-Iqso­ 27w" -7 -7 " ..- � �'�110-,_��,�'11 - -2 12�0` -I %0,5Z, . X ? v,12k- - N4, �_; Z� I - 11.11 �_' C14" � R I - - - O.R; ,, � !V � "" . 11 � '. 'N � 8D,C_ 4� , _4,� . �, TYR � ,� -11 I �, P a - 41, - �.1251 - - - ­:11,:�, "I" � 1� � 1j4'-- - - - - I- � �o, �� ,I T_=� Q 1-25"- _. � 'S ",, g 8 _S2 -, � - 4 . - I M " 0, I a . os�', - �� 12,c� � TYP -, . I , -05 0 G9 +;, 1 , "'11 L094" I �I. I P, N 5 .- , ,,, 1, 0 , , " _ , . 1" , � 'D6 11 - _, 06Z 7:� ­- WA I , - 11330" - 01 62-1 , __� �.,4,7 -O `� D62 - - IL_ _� L, , L_ 1�i �fl, I,Fisq, ,I , gvz 0. 3 75'� 1 .. I -1 030", - : ILEDDIi . I'll ­4 2.000' �- --� 2,000' I- Tyr, L �_, Ir ,Ic, �.., - - .16 � ", P. V H - i13 T.O., "I 4�1 I 11, L"'" Is BUILD -OUT 'U' HEADER 0--m- " ,, PP. -I ,� � VL� a!v_ TA%L_ ekttg_� ��, I I - - , s, S,; !�',' 15 `a i 1 7 3,360" MAX� 0 313" 1 � p � Z Q_"O, W I, .1 khsl 0.25 , 8 ru �."",�'�- , `oA , "'T.I.- 0 1501, LOW` , a:� I - I LO�1.560"�- -�136, islar, 0 OL . "Ir O$ 6 � :� " - k, ,1,,,8i!,p 1;-� LU,E_ Eff ,B N 191 - 4 �ANEL COVERAG I- ---==C 0 - 0 1 - r _f TT k� fmrf� _�' :j ;:�T U. I I � FAMELLEN � E_T1,11 D .- I * - I I _ I'll 1� I , - 1�1� I - 11 02L� . - OCRECT1011 T 250", , I T: �_0.090'- T��l__D.090" ,��.-, Cal�,710 0130Y th � t Z _a-j_-.-,-­1 90 35- � : - TYP TYP. - �C.1� lu, WX_E,.:r-T 0.957' � - ae 13011-0­00T �r IRA ,D'r �IRAI C _,,T__ (,) VASHER � (D�_ ­ (19 ECLE � I 0 213" - - I 0375�,-;��[ 'DAB �,, � o 0 1 Ir -­ 1-111t. -190 F v. I Z 9 . ­;.­111 nl'T-1 ,_­111111 . .1 , < � -- ­­­,­ a , .­ �, L� ... I ­ __P1 I 1. 11 - R - . I � � fft� 'E&TI- iQ a . I � Ii .; - -- 6 -,� R 21 - .". L L'L I I 1--1.000- 111_1Z___ �"A�Iel . L" L 0azy, RI p , - .. T I - - - i .. ,­ ­�� � a I i I 17 E �, ­,,��,�� I-' I . T' MOLL -'%dk,MTEN=1 L i i 2 , ,, I I 1;11­ ­" 1I.- = 8 . r -I I ,T?.. CL��I�t`;P_C, I I COV, I, .."!", Cj,I,­;,,, ngig __ N M�Te­'.0 - Ill I - . j , MPI, OVBILr10RNC%�L0SJRE DETAIL 0.189" -L _/�� - .25" MAX. I j � � ,k _T,j-:.,�� 11_o�,*.!�� I A � _�'..,_ ,--.:I,,- '10 .j � MA)C. . -, , .25" MAY, � I . 61 1 __� - --I -1 M, 11 1­1�111 ­7 .� I ­ ­', LU k 1.1,1, � .. F1 -1, " I - ; I ­­11-1--, i 2 � --o"I.- .. �, ­1 "', I .... I "n".1 IIIIII, k . '%.".. -, ", __ 11.19.01111T . � � ,.,,­,I,�.--r I - �, I - - .: , , . - c T'�S7 ­� - ,I� -ril '­­ _j � - Z\ r 1, _­­r (__ 1.000, _j � 2- 11� __ - �1_ I I - - - 1­1 iIII-I.- 1;�,,­­ 1111,1." ��,-"�.r.�Iif,�,:, "",-�ci".�--Z�*---'-,,'�A,.",�',,, ;', r " � EMBED - I" ­­ _­ � - - I'll, - :---. '� .. � I l000' - 11�1.­I�l t_1I.F­.1P1riE­.1­,! ',Oil�­-Al - - ­, �, ­­, , I ;. ;��' -, 11 =_ ..r , '­'_ ' IMP � OVERLAP 2 L01 1101 3.1320' _1 I _`­ " - , MAX I`a A . ,��i I I "I'll ", . 1. � ... ( � `11111 "I'll ,:".-I ... ,," � -1t., I .... .25' MA)t ,I 7 s - N - kml if 7 1�1 I :ss ..­_ M - I �1� A1.1, . � m . !F, , - 1.500, ,- �;,�� -11111=1­ 1_1 Lim J. ;,, 11 - - ,, I , - -All, - Ir'MAX, MIN u,I.j I - , _�� � I 1; 41_ I ", " - _Ul , - , "I". 1111,111 I I- ­Z-1 t - __ M �1_ I -1 ,,y_­,T--Z?t,�.,c� __` , " �` -, �r�­,,�� ,-, I 8 COWER .09URE DUKL EMBED ,_��L_ ,,�'. , . 1.� . 11-1 I I I I � -h., , �1­ �,i - � I � Q HnI1011-SUIE.ETAIL - , ­,­,v I I - I i �, I I e 111. ANCHORSPACING SCHEDULE: 24 GAUGE PANELS. PANEL FASTENERS III ITT' 0,C ��� 01- hilffilm������ ������ �� �� I �� 1 , N I �:_j EMMEMEMEM fflWFM[MMMfflMff=� wag=��Ilw HMMMRWEMEMMWI�Mmm � ���ffimmmgm ��mmmffl ��Mm I= ��Mlw M INN - � NEE RIM FMMMM � . ffiRMNIffiffiffiffimoffilm MMOMMEM M EMEM mmmmmmm I � , . 1- I , ffim/s/ii/e,; EMBWlllf�l��Vlllflrllllll6�11116VIIIIII��mr;�lllflllll�,j�1111�,�Irl��IlI rIIIIIIIII,�W115�ll,�IIWIIII14vlyllr�IIIIII'VII�l,��1711,vl.011lllzl-�l�911Pll11AIrIlIlIlI Mop/, , I -,r . . W,EEE�x;l�4MMllII�,11 , //� /g F / " / ,/ ,/ / , M , -ERR l��//�;//////"vl;-,-//,l, 0 1 romr,' " IN, 7 /�, ?P/////" mawrz N111111 ­/ , "M 11. � 11110MMMMM �i_ .. ,/, /� 'r ,/� '. "70 , / WINIMMMINIOW111 / _11MMEERMOV110 I �WM�V/////V/////�EEWM/_F////// EMMINW/00MVER . sm MeMMMMI REM � N M111113MOMM - IM I , I ME= M MMMIM �� FEM1M=R1=MWMW8NvN�G3== -.-- �MEMMNM�E=M� 0WffW2MUKW0M1=MNVM� N � N E N W."911, "I . , I , V1. � �. EMBED � I - ­11VI . 48 Sz IZ 12.5" 16,0" 16.0" 10,9" 12.5" MO" 16.0'� 74" 12.5" 16.0" 15�1" 6,7" 12-5I IE .11 I'S... as-- .ZVI Mal. t5II-1 e.i. 1� 91 Ibx,, -a" s III 12, 5' II10' lr.()� 7�5' 1Z.5- 16.0" 14.7" 6,0H' 12�5" 36,D- 1�,l - 6.0' - 51 , '51, 1�,011 1.011 16.01, 14.11 sQ" 6,01, IZ�S' IZ-5`1 16.0 I ,�: 61 I 4�;�� -,D' ,4 ED.. IZ5" 12s,* ls�.` I*J" �D" J6 U` �4,7., .0, a . �11, I Vr `M.CD 33 YNOD8C,E, 41 4f, D31�;­ 1Z 72 12,5' 16.0' 16,0' 10.1' 12.5" 160" 12.V� 7,0" 12,5� 15 10.8' 6,2" 1.2�5" ICU' 14,1� Irl" 112.5" ISO' 9.7'� M" 1 J15" 16,11" 9.7" 5.15" 1 1:1,1.� "'I. i2is, 1610'� 12, If 16,v� �s'� I—: I. 12,51, �­D:: S 1,51011 S.", Ss.: , S1. - 90. 51`61. 12. :� ,a, 1251, 16 D.. S.6 . 5s�, 6. I -b- 9_� - 16-011 4115. S611 Vir' � J-V,T� IN BID 143 " �, 'CF As' 4i *AS .... 11111111111111111AM, Sk 72 12�5' 11,011 1E�kIl 12.5" 0 L1,511 I2 � 111K i�,_' JK�L Ij.0, 133, 1�15' , ,. 2 ��' I` IN ..;Z LZ51 , N IR'Sil , " 12�g, 12�5' 16 0 � 10 5' lEO1, ­�: YF _5 I2.W1 1 I- 1 "I 1215 ... T2,S VN�:; E�4 � 11 . , !­` EMBED, 23 I 11 1, ` . I P ..... I ,),R�l - W-D RUSH= * *= � I 7Z U2, 5'. 16,0' as 12. VI is'si .... 6.0" 5,P' _ M5" 1�3,9-' 5.3" 4,&' ,Z.311 ,,11 7 QIL 12.131, IZ1511 4 all 4 V- 0�25�- 12A, A all 4�111 _IY75_� :RFIEli4 SO` M' ��25` IZ,3"" �, 1. cQ " N SIN S,Z5- 32. , 11SA" " �� �,a' 1 4�7" D­ji� B'I 4, .. 4. 1. I'D. .2V 12� 1 7" 1 4-0" 1 B?V� - T' 1 I- 7-� 4JI" ANCHOP NOTES: I ikNCHOR SCHEOIJUE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVICIES MAXIMUM ALLOWABLE ANCHOR SPACING, HAM MUM ALLOWABLE SPANS AND PRESSU REIS INDICATED IN SPAN SCHEDULE SHALLAPPLY� 2 ENTER ANCH09 5CHEDU LE RASIED ON PANEL FASTENER SPACING, 7H E EXISTING STRUCTURE MATERIAL, 5 ANCHOR TYPE. SELE77 DE57GN LOAD GREATER THAN M EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SH Or ER SPAN.S ELECT )N TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON 3 "PANEL RA517NERS"ARE STUDS USED IN CONIUNCTION WITH ALL MOUNTING EXTRUSIONS I � . . . ALL "W - AND -U--HE�DEFS (INCLUDING 61111110117 CONDITIONS) 4 ANCHORS SHAU BE INSnFALLETI IN ACDCOROANCE WITH MANUFACTURERS'RECDMFIENDATMNS, 5 HOLLOW BLOCK i-LOST ,�TROI SHALL CONFORM TO A*TM C90 BLOCK G� MINIMUM EMBEDMENT SHALL BE ASAOTM IN ANCHOR SCHEDULE ? MINIMUM EMBEDMENT AND EDGE DISTANCE BKCLUDE5 STUCCO, FOAM, BRICK, AND OTHER W4LI FINISHES WALL FINISHES SHALL BE LIMLIEDTO 1/4" MAY, OR SHALL BE VEPIFIkO BY OTHERS 9 CONCRETE ANCHORS NOTED HEREIN SHALL RE EMBEDDED TO UN-CRAC*D CONCRETE ONLY 9� WHERE EXIGMG STRUCTURE IS 14000 FRAMING, MST] NG CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS i%FUE INTOADEQUATE WOOD FRAMING MEMBER5, NOT PLYWOOD, FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES, 10. WHERE ANCHORSrFAST-ENTONARROW FACEOFSTUD FRAMING, FASTENER SHALL BELOCAJED IN CENTER. OF NOMINAL 2� X 4" (MIAl WOOD STUD (44' EDGE DISTANCE 16 ACctPTABLE FOP, WOOD FRAMING), WOOD STUD SHALL 13P "SCUTHERN PIN F'G-OBS OR GREATER DENSITY, LAG SCREW SHALL HAVE PHILLIPS PAN 14EAD OR HR HFAD. IT REMOVABLE ANCHORS ARE DEWALTPANELMA7E,ALL-MltJT55OLlr)-5E-rft BRASS BUSHING .2 MACHINE SCREWS SHALL HAVE 11-2- MINIMUM ENGAGEMENT OF THREADS INTO THE BASE AN - HOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEA11, OR WAFER HEAD (SIDEWALK 301-7) J�NLO C 13. MINIMUM ENBEDMENT AND EDGE DISTANCE EXCILUDL-S STUCCO OR OTHER WALL FINISHES. i'l. M DIESIGNATESS ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, IS * DIRECT MOUNTING CONDITI LE LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON 2 ')I., Hrii. �­i,, ri � IIII.- �,�,� ... �111� I I � 11 � .4-- �, I- - 1_'_io� 4-, _:n'e- �,� , I, ; 'o, 1 i �4 , ,� V.1� ! 1 � 'A � 11. 0 i , E �, � � � .up � � g d , - , . ` I �CR � ....... r I 8 g9i a, ?� � ", I 9 '. - '. I Z6 � I (A th . 15 U .. :0 Z I < 9 �z � * T 8 � � � LLI , , ,,j � ., 6 ,-- fli I . I i g E, (n R 7, :.1 1, E � = 1�1 1 31 � -. . U �2 2 LU Z � g I -9 -6-i (1) (1) C_ U) _0 _C0 > 0 (L) C- .4.- _Il,� 0 =3 E) - a) L_ 0- = _0 = -En co ­- 0 -0 a) - 0- U) - a) -t� = a) -0 0 0-0-0 0- = 0 = 0- = " -2 a) 3: CIO = 0 1;:-a- U_ 4- - CZ . - (n QD In L_ _,_,, CL F F_ ,,0 .S; _6230 cn q_ < 0! 14 Z Z W mi Cn _�_, L. a) (1) a) C_ _11"`_""t"lP 4--i W =3 co > 0 L_ C/) 0_ CD_ < (1) 0 = =) -0 0 0- L) a) L. M L. M =3 LU � Z M < __j a - I SHEET NO. SH 1.5.