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HomeMy WebLinkAbout6535 Bar S Bar TrlABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bfold Door FTG or Fig. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN, Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L, Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or 0. E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WOW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Ph. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-15-20 4•4 OVERHANG OVER SGD REV. TO 3' PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE 06-14-21 5.1 HVAC DOOR TO 2652 PER C.M. 11-29-21 6.0 ADDED ELEV KLM PER C.M. I = FE INI I J AAL 118M 1941 Al B 1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION -PLAN-MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 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. ci N o O o N -o ::• N a W N o c [ C. ti G �E c ... � v It cc d, To w o v.•�, c CP d- N to 6 to s � 0 ,•,,,� ,ttttllBlti•f;ee �f ,dew N dP�tti9.: o Jn d� O 1 To the best of the Engineer's knowledge. Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering potions of the drawing pages bearing Engineers signature and seal. on F (/) N M a LL LL a Z - 0 a X �pg W frO o 2, 9 W m LL=�Mza� = N OU W or V z z � z a V) 2! 4—J N �U � c � 1.- w U—S • U ¢, N w M E o z® O E E V 'T 6 K U o Z O iZO �o gUg _3 �w � Z QL1 J iy a W CD w X v zl< ° 3 0 oc CD S LO en a F— I` r (0 O r O QI 0 NO N I) r-- L r ill E ; r z Z a U Q p _J JOB NO: 22-06464 SCALE : , AS NOTED SHEET NO. C S 65'-0" VERIF METER LOCH ION WITH BUILDER 6 t H.B. r------------ I o 5 -SH ?� 5 DPI • R&S ---- ---- to VERIFY LOCATION �/,H, ELECTRICAL PANEL I I I K TYP @ IN -; -- - I O I I I S4 GARAGE OWNER'S SUITE B O A _' W.I.C. BUILDER TO PROVIDE 2-6" APPLIANCE PROTECTION WHEN REQUIRED PER FBC I I I I I I I I I OPENING _ 8'-0" CLG. - _ � - .._. 8'-0" CLG. r" I I I CARPET i I t--_-f_ _ _ TILE �_ � _ _-- .- CARPET -� 2 CAR GARAGE w O I N 1T-8" - 0 '_8" IY 8'-0" CLG. 20-"U)u0. I I I �e'a I L. - -- - �_ 2668 I I g I I -- - -;-- - --2 -- HANSON I p I I I o BOX @ 36" EDGE OF SLAB 2" I I I o I A.F.F. BEYOND WALL K I O = I I ,- x36" DR&YSER VENT W IIII N OWER[ HRU ROO IIII Lu G 0 S3 (3) 2x4 #2 SPF w/ FIBERG S6SS0H" C I `0\T DTT2Z @ BASE RROU" D 1 1 1 I I I I I T I I T I l l l TYP @ 1 STORY _ l j PT. OPT. Di A 5'-11$' 4'-0" I _ V NI I I I I I I S3 I lix NOTE: FINISHED I - _ - - - V� a �I '�--� WALLS TO BE I I ' AHU I FLUSH. VERIFY IN I I - - I FIELD. I I - - - - - - - - - - - K C D 1 (3) 2x4 #2 SPF w/("333 S3 - 8 8 DTT2Z @ BASE _ I ; FAMILY R M R.A.G. - __ 4 -i-_ c 2:12 VAULTED CLG. , I 9 -4 CLG. - CARPET n i- ,� --0- 9-41 cL - . -- -.- 3068 A j ENTRY c 23 -8" T-10' 7 -8 a - $ -6" 4" 8 0 CLG. I HDR AT T-4" I - _ R_&S - - - - _ 2668 - - - - - 2668 f� R&S ------------ 4'-0" 1 V-7g I 6'-10" N 4'-7 8'-8" N 5'-4" AO 14'-6" 5'�" M I N 7'_6" I I � 5068 B.F. 4068 B.F. ;r, -�-- I OPT. - - F- I 1 REF. -- -- BEDROOM 4 2 M x Z -... g N m� - ------------------ o r PATIO CAFE ==- _-------] �- �� 8'-0"CLG. z--� - - �� �' BEDROOM 4 =fn UIX� w VAULT. CLG. ,�' ° ° _12 I CARPET BEDROOM 3 �A�TH I w o , J I D.W. I - -- 8 -0 CLG. vOi CARPET , 1 C O a N > U :� - ,e , i CARPET I $- CLG. CARPET CD SI Kwl ISP I .� I ILEI 1 2" Li 21'-2" r. .. -- - - 2'- " 2' " 10'4" 10'-4 " 2'-4' I 5'- *- 11'-0" - _ i'' I -- } _... I .. m lob 1f P B - - - Np 1 f -TI ■ I N NT Y a W :- r co I @ to i -� NGIt i 8'Q ._ �w r STORY r` FIBERGLASS F T L �y °TI - I I A M `t I - - O - T 5-SH '- SURROUND °� M S3 i : CV I 16" DEEP EGRESS EGRESS O A S3 O HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 25 S.H. 13 20X38J 18 X37 S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 J X 62 } S.H. 16 20 X 72 18 } X 714 S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 11­13 27 114 X 38 26 x 37 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 112 S.H. 23 37 � X 38 >� 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 } S.H. 33 54 X 38 lJ 52 J X 371 S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 J X 62 } S.H. 36 54 X 72 52 J X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. aTIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN - ELEV-Al SCALE: Y4'=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: Is 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. OPENING PRESSURES ENCLOSED - EXPOSURE "C" UA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 �F +26.6 / -33.5 �G SEE SN SHEET HC� SEE SN SHEET 1QQMPH 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 WALL LEGEND 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 "A1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 20 TOTAL AREA 2372 PATIO 23 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED O c N o > W O r C - O /0 C K .% u• 0- H -O.0 4 m CJ m ' g � ayi u r .¢ � � A a ' c cn c E eo 0 0 ?,OWN �� •'•, C t r 14 O�ESStJ r7'r//P f, t l l i l I111ti�L` 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 - Realdentlal 7th Edlgon. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N 4 rn $ 0 •, 00 00 Lr) In M � u. LL Q U. U- a a C 11 °' z13 i £�NG f O W A -F�� IL04 NZQr OU Q * W OD z z $� Q - Ci-:7 N z U) LL f0 w •O o N C N o w J LL E Zo a �° Y z• aE O r0 R Z Ll FcO- M �8 gz Zc 05 J chi ,e i t8 ow o� �8 Z Wr L O (Q , ^ 0 QUl� � 0 j T N m m 0 QI O N o o N T LO � Q CY) r E T C;m c m E ai cc 4 U 0 Q p JOB NO: 22-06464 SCALE : AS NOTED SHEET NO. 1 a a t�7 1 Q L0 EZ o_p J �3 0 LZ a 0 M L0 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIESLU / oc MEDICINE CABINET 0° o� o� O 5 (V c h co ch M KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER rt - CN FIN. FLR. KITCHEN 50 O M NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN ROD TUB OR SHWR. TOWEL BAR a ON BATHROOM WALL _ SHWR. o VALVES W 00 = o r `O SOAP - cO -j bo c DISH U LO r 0 Cn 0 _ M O M TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY L-4 b Q CV � Ll OPT. REF. 0 KITCHEN O I- BATH 2 I Q 60 MIRROR OWNER'S BATH INTERIOR ELEVATIONS. 42" H UPPER CABINETS 36" H UPPER CABINETS --- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30 H BASE 0 U- to d tO 0 2x a 'n oo FRAMING � r r 1 /2" GYP c? BOARD - FIN. FLR. - - - - - " " " 2x P.T. SHELVING CABINETS - ISLAND COUNTER r o CV N FIN. FLR.1 JLJJ j j j CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 N c*4 � � o r m 61 d. r C • �� d Q W A C C a \.. eF• �E •, O• P" L0 ROFE SOg�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 - Residenaal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M E S o $ $ p 6 N O M VLLwtt LL V g LL LL C 0 Zo a 52 Wp NN t0 Q7 m ur WGo d NZdJ ILrn zN OU U W O ❑ J CL V7 [A LL .0 O W g Vin v cOD � • AR N S M W LL �o 0 to =o oa g E a z N Wg rr!5 tiO O ZYd,Z z N J p WC-') 8W a� ap .0< o = LO > CD LO LO m ^ C L i� r j M Er CD N m m LO ¢I 04 0 N O NO \ � LO r Q 01 T E T Z z E T a v ¢ o JOB NO: 22-06464 SCALE : AS NOTED SHEET NO. 2 T-10" 0 00 A. 12 5� HEEL T.O.M. - �� U - HDR HGT. 1'-0" . TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 5� 3b5H F.FL. — -----------j--------------------- q 0�g1 14'-0" RIDGE VENT 12 �5 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS �- - ----------------------------- - __ _1/------ EE]���'�l 16070 OVERHEAD DOOR_ FRONT ELEVATION - Al 12 zz::::�5 SCALE: 1 /4"=1'-0" 11'-0" RIDGE VENT SHINGLE OR TILE ROOF PER 4 O RI COMMUNITY SPECS -INSTALLED PER ,��.._J...- - �� .-.-._ .--,__._J_ - DGE VENT MANUFACTURERS SPECIFICATIONS L -1-- 1___l—•,� .._.,�- 1 �,.1 n-.y__.. _i.���.1_........-1 .._�_....._._L_. .L—._�,_-. �=--mvc�._�_�:�.�.._.�.;"-.--I..,�..1�..__.-i_-.—.�_J_. .�_..L._.�_r �.... 1-. ..,, .L _�_l;r�.v_l. •x••..I..- ---------------------------------------------- -------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1'-0" 1'-0" itz 25 SH 25 SH ---------------------------------------------------------------------------------------------------------------------------------- LEFT ELEVATION - Al 1 /41 11-0" - T.O.M. �I _ - - HDR HGT. 6" FASCIA (TYP) TEXTURED o CEMENTICIOUS 00 00 FINISH ON C.M.U. co (TYP.) - - _ F.FL. ell duj > W - = . .. 4i O 1= M m w 4 ¢ y E c m � to d o C N >7- c E ev c citj 0 -act .0 < car ,,. 0 ° L o ° rn t= A�OFESS'O�`' To the best of the ngineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N n $0 0)_ CO 12 LL LU Q C J LL �LLN 0 4 {fY[[ 5 W ��^, o C Z N N Z d ZN OU z C CL v N LU -� oLU IN 8 LU � M W E � y b9 Zf < aCis %-- C OD ° W. U Z a 1=o Q W ww � J 53 C Te x r Q z� .s d J h� °p a� s� z .- w Z N A 6 CID 00 !F O LOo� L0 y m C� ^ Q � 00 M Y Cr : O cill M to LO O N a) 0 .C� '� I- O) Ln ce) r r N c Z c N E T L aiCQ n. U JOB NO: 22-06464 SCALE : AS NOTED SHEET NO. 3.1 0 co c a SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS- ri• Al 4'-0" RIDGE VENT - - ----- - _.-__ -- T-- I'-0" [--------- 35 SH (2) 35 SH 11'-0" RIDGE VENT 12 5� lie EXTENDED OVERHANG TO BE CENTERED ON DOOR 5068 SGD SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS REAR ELEVATION - Al 14'-0" RIDGE VENT TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) T.O.M. HDR HGT. -------------------------------------------------------------------------------------------------------------10- - -- ------ 1'-0" TEXTURED CEMENTICIOUS TEXTURED 01 FINISH ON C.M.U. CEMENTICIOUS 3'-0" (TYP.) FINISH ON C.M.U. F.FL. L----------------L1---------------------- ------------------------------------------------------------------ - --------------------------------------- RIGHT ELEVATION - Al : 1 /4"=1' REV. 09.24.21 c� N o N a, -z, « owCL.a iyn� dl0 /0 �GrN� � d d CLW •j ip r31 d ty A r7 C E ao 0 � V I XV Ck— 1✓ 1 _� 4 T• hl..�? "' t 0FESStU 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 - Residentlel 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. tlJt W gg QLQNg a J3,'L di 4 M V 2sZ i► it U. Z13=� gLLLL 5 . G- o Wfar','°' IL&=Nmzd� Z N OU W rn z OD Q J d � .O Z M N w Jim Lij �N LU o 93 z M o� Q E 0 z 0 Co. tc0 0 0W zE N Wg pdq L C - Y moatn z ui J < W W 0 W zl O j(6 '^ L J LO v� m �.� M co Cr Y O m CN m Q� O N o O 04 r Z c a E f U¢ e ui Y c r O JOB NO: 22-06464 SCALE : AS NOTED SHEET NO. 3.2 2" 1rr iv M 2" N t (O 1 VARIES "NOTE: FOAM TO BE USED REQUIRED BY ^ ONLY WHEN COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2' 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" ~^N N = 12' CAP 1"RADIUS 31/2" RADIUS 1/2" RADIUS 3/4" RADIUS 1-5 _ 1/2" RADIUS 1" 4" VARIES VARIES t t M a �� "< CAP iv 1rr 1rr 1 1' 1r�rr CV O c� t; �r 22r 1 „ VARIES VARIES N 1 r�n 1 rr 1 r Orr 1 rr 1 1/2" RADIUS 4' 3" �" 4 Mla in c`Itt 1 rr 1 n 1 I ""a N �� r0D ^N 3„ T 4n Orr 2" '�` r� t VARIES 1 " 2r, � 3 rr 11" 32 1" 1" 1 r_8rr 1" 2 1/2" RADIUS BASE in CD t BASE r a � 1'-0' y� N I I "NOTE: VARIES 8rr 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY d COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING 2" t T 1" `4 2rr 1-1/2" THICK 1-1/2" THICK ' 4 2 " t °< t 'C t yam. e 1 Li - 4" " I N 2rr Orr r 3rr 2„ 6" 2„ N w w 1-1/2" THICK 21' r't `- 2'-4" 51, 1 r_5rr 52rr 7 , 4 , - - 54„ 1-4 3'r- t 1„ 12 C] VARIES VARIES > -__ t . VARIES VARIES 4" r--------- N ' t -f - 2rr 32rr Q1 1" �� r KEYSTONE F11 0 OPTIONAL 4" GARAGE DR. OPENING 4" KEYSTONE F11 00 r` OPTIONAL 3' 3 ' 4" WINDOW OPENING 4"" NO INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" �'� N fV 4�r� VARIESRim 2"• ;0 1" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 10" 1r4rr 101, lvl� a 14" 0 T t t 1Z" 54" 2'-1" 1'-1' 54" 7 A r r t c� _ t 1 rr o - ----- - cli fV 00 O A_—_r • M M T 111 %y 1 �,r N - 0 1r41 1rr 1rr GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 0 ACRYLIC SAND FINISH N 1y a 7 W p O C". c N N G 1 d}, WNW � 6 c a cW c .^ ,aW a �. t 7 3 c c 6 to m O N N M O To the best of the Engineers knowledge, information and belief, the structural plans and specifications oontalned within these drawings comply with the 2020 Fiorids Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 M ci LoN $ cdp c YJ a 04 M " LL �UU.v Z ..u- , 0- a 4 Mg t�C�G 5 W A�T . m 51 Z L LL L 04 rh F4 Z a ZN OU U W 011 0 z //tt �� u/ , r- N V oil W r: 0 W $ w Q N `cI r, w J EO za W C' SN 0 ~oE iz Ev Wo�zYgila Z iCl O �of o izN �� 0 C UUOo O ZF _ JZ �Zi Wff 3 8 ° 5 i US O > (0 U) � � _ Q Q I— r j j J V O W m LO Q� 0 N co o N T LO � Q � r tE4 C Z C E `- O C a U ° ¢ o JOB NO: 22-06464 SCALE : AS NOTED SHEET NO. F 1 vt I Pi 0 r5(' eT a O FL E LZ S 0 N 4Z LO ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance With R314.1 and listed in accordance With ILL 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 [10W.P. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET fLOh SPECIAL PURPOSE OUTLET 4a DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 1-0 WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) i9 PUSH BUTTON SWITCH (OPTIONAL) i0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT fV1J ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR NEMA 1 150 AMP/ 200 AMP to lights & outlets to appliances and GFI to WH o Range a HVAC so=2ro 2oo=4I0 In 2" Conduit 200 amp 150 amp UNDERGROUND IQjj SERVICE BY POWER CO.—,__ INTERSYSTEM BONDING TERMINATION PER 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. I, j 2,t A� �) Q VTo PLUMBING RISER_ NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER 15'-0" 4. RECEPT. VERIFY METER FOR ALARM LOCATION WITH BUILD R WP H.B. SYSTEM f-1 A GFI I --------- r IRRIGATION GFI '1 VERIFY LOCATION GFI aZ-W A.F.F. ELECTRICAL PANEL I I I OWNER IssW ITE T 1. / 2 CAR GARAGE 1—J.._-T - I GFI FOR I / ROUGH -IN FOR / I GAR. DOOM I I / OPT. CLG. FAN/ 7 --�— I GFI I I LIGHT PRE -WIRE GFI @ 44" I I I A.F.F. I I I S.D. / / / dVP -----------` I- It I I I It C.M I 0 T. OPT. I / e D. Ill 1 i I I I I L------------ AHU GFI @ 44" nil I A.F.F. FAMILY R M ---- _ - �� ENTRY j ROUGH -IN FOR + OPT. CLG. FAN! --�- DB . WP I LIGHT PRE -WIRE — GFI ------- I U.C. OUTLET - - - - - - - I FORDW--------------- 3 I S.D. _ _ ` f S.D. U.C. OUTLET I I i rI M � I � - _- � 1 OPT. J 1 GFI REF. - -- - F CBEDROOM 2 S.D.PA CAFE GFi--: ' BEDROOM 31 BEDROOM 4 AT>�I � D.W. _ , - - - GFI / 1 \ i 'IN I / / / 11- \ %ROUGH -IN FOR 1 K / DIS � ---- � �% 1 -} I OUGH-IN FOR / � � -,- - t - !��� OPT. CLG. FAN! Ll.!C. SWIP I OPT. CLG. FAN/ W 1 - LIGHT PRE -WIRE IP — ` \ �__ �- - - ._E LIGHT PRE -WIRE / I I - PENDANT AS \ i j 1 ji - -- 6/ 1 (/ PER SPECS ROUGH -IN FOR I OPT. CLG. FAN! I i 14) \ � LIGHT PRE -WIRE 103 DEDICATED RECEPTACLE H.B. FOR MICROWAVE RANGE HOOD PER SPECS ELECTRICAL PLAN - ELEV-Al_ N C%A0 co w y p s�L o = toaQDoK M O >— en 4-�tv�C w O1 "r =ta � 3 ` ttd y ar 1_ iti o W 6 c E to o o. u 0 N N N M �n 0 To the test of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W N LQ o 6 co 0) a "S' 'Z L. s LL Z cqLLLLLL a 0' a pCm OC W �2O0, m w LL MZdk N 04 Z OU W 00 N Z z Z n ¢ $ J — XC.9 c .j ,, g N �ro " OOf � O �21 2� g � E �� �� aLA- ��9 Z _Ely to t_to g Z CO yJ Q) y{ g■ W 3 v -M 1O (0 LO U-) ai rn Lo c� Q :3 0 M r � N M Ln r O N QI 0 04 cD ,= Ln T QLO T ti c, T' Z C T' B v :� C c FL 1U a ¢ p -j JOB NO: 22-06464 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - Al Attic Ventilation ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED Attic Ventilation to be In compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented 1/150 Rule 1/300 Rule Off -Ridge Ridge space. The ventilating area may be reduced to 1/300 provided that at least 40% (No Upper Ventilators Vent AmAmt. t (Must Provide Upper Ventilators) but no more than 50% of the required ventilation Is provided In the upper portion of Req.) (Ft.) the space to be ventilated. Upper ventilators shall be located no more than 3 feet -- — -- Total (measured vertically) below the ridge or highest point of the space, with the Ventilation balance of the required ventilation provided by eave or cornice vents. ATTIC Provided SPACE SO. FT. SQ. IN. of by Upper CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" SQ. IN. of SQ. FT. Total SQ. of ventilation to SQ. Ventilators IN of vented IN. of of SQ. IN. of (Values to be verified with Manufacturer Specifications) e OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT . ventilation vented be provided (See Elev) soffit ventilation Ventilation Ventilation • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. required soffit by upper needed required e STUCCO SOFFIT VENTS 126 SO. IN. OF NET FREE AREA / SQ. FT. needed ventilators 'If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. -..._ _. ___� -- ----- "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) ! 9 • Linear Ft. of Deck -Air Needed) Main 28 1 Floor 2373 2278 325 1139 81 570 _._ - ___...__ 558.0 (Zone 1) 420.0 138.0 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 1'-0" s Q w w w w w w w �� w w w w ea• w r� w w w I w w w w w w w e>_ - w w es es w w w w-- w e>_ - ea - -www -- w w w I I ZONE-1 I I I I ATTIC SPACE I I I I 2373 SQ. FT. I I I I �,Q I I I a I tiGo � _O 04 rn I I I 5:12 SLOPE I I I I I IW > ILL RIDGE :12� SLOPE 14'-O' RIDGE VENT o � a P rn 6 �_4- 11'-O' RIDGE VENT RIDGE I W C I I O U) CL o 3'-0' L C4 I U) 04 I I I 4'-0' RIDGE VENT 4 I RIDGE co I LU a I U) I N r G O I I ROOF PLAN - ELEV-Al SCALE: Y4"=1'-0" e^" �p� c d �o W C- c i,' G y�mrNc N C* o N N Q o m d � d •� o�Q dd n y G fl. c � � o 0 .•,tt,�,ttt� t c t Effrpro� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W Q Q N d 05 %► C i -lam W LL LLLLIf Z Z a W`�' 0 °' m Z ci " Z d K 3 N OU y Z W 00 0 z 0 M zQ J dJ z X� LL •` o, j OLLA �N L=u o C13 LJ L Eo 0j .0 > aR 30 O cc cc —E w A �U U Z 4 C Z w51 �J 51 LL 01 (o LO co Q CU O �— U) N im 4,,, Ln T ¢� *,d o O 0) LO T Q M M r z° Z c a E >u < c c 0 —1 pre � JOB NO: 22-06464 SCALE : AS NOTED SHEET NO. 5 C c TYP @ 1 STORY U.N.O. A S3 VERIF METER LOCATION WITH BUILD ER t H.B. ■ Ili Ili i ■ ■ ■ _ VERIFY LOCATION -v I 4'-0" 12'-1" : \ / N �WH•i ELECTRICAL PANEL 2 #5 REBAR ( ) VERTICALS w/ in BUILDER TO PROVIDE FILLED CELL 1 01-01, I :: I :: I : ' 2'-6" APPLIANCE PROTECT ON ■; I : ; :: I : WHEN REQUIRED PER I • FBC 354" 20'-6" I I: M2 iv in I ih I r I '- K o S3 J S3 I Z-7j" 4.4. 4'-10" f EDGE OF SLAB 2" ' ■. I I —CJ :: GJ BEYOND WALL 1 I 5'-3" 1'-10 3'-6 N awe (2) #5 REBAR I 1 J • F ( � T VERTICALS w/ in I — I � I � � I OPT. VVl I ( OPT. D _3 1/2" I I tit FILLED CELL 1 •I 11 G 2-6x2'-6'X1'-0 FTG W/ (3) #5 E.W. S3 r 1 _���_ r.— '' �� I L�J II L----JL_---�: = S-51' SLOPE, 71 111 2'-6" x 2'-6" x 1'-0" (2) #5 REBAR I AHU I VERTICALS w/ in ( W/ (3) #5'S E.W. TYP @ 1 STORY I iv I CC FILLED CELL U.N.O. A � K S3 I °4 CJ i — — •J — — — — -- i— I --C�J t .. — — — I '.:... �? 25'-1011 ::: 91 11 ........ • _ — -- — — — - — ■ Q 2'-6"x2'-6"X1'-0" FTG i W/ (3) #5 E.W. = I -4" I L o INDICATES FILLED CELL w/ 3000 PSI 3-1/2" MIN 3000 PSI CONC.� z SLAB FOR HERNANDO PROVIDE Y2' x 9 Y2' `n ,� SLOPE ' to (2) #5 REBAR CONC. GROUT FROM FT. TO BEAM COUNTY ONLY i i RECESS FOR FRT.POOR VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB 3-1/2" MIN 2500 PSj-WNC TOP OF CONC./PAVER 0 BEQv 4'-0" I zi 4'-4" 4'-6" FILLED CELL I TYP ALL PLACES SHOWN @ SLAB OVER 6 Nfll �SQUEEN 0'-0" 4"BELOW FIN. FLR. ........ : ■ ■ HOOKED FTG. DOWELS 5" EMBED I VAPOR BARB" I ..... ..... ..... ........... ' ' W/ 25" EXT. ABOVE SLAB "GRADE 40 STEEL" :............. ::::: • ' ... .... _ ..... , .� ........... —---------� : :12'-10" 4'-0" 16'-10" o STEPS AS nr---�; 10-10' REQUIRED PER FIELD I I KITCHEN ISLAND III I. LOW WALLS III OPT, r : ' : ::............:::::: , CONDITIONS _ _ _ _ _ _ I.- Cl CJ—I•I,i `■ ■ C r------ / CJIII REF. I:-L —I tJ • — — — —; I— PROVIDE 1 Y2" RECESS �IF i — ---------� -r — — — — — — I p _ — �r -1f- -1� CHASE TO IS — — — — :: — — — ll 1 I TYP @1 STORY U.N.O. FOR SGD. REFER TO I I ;� I I I k N I • •o • • • . , S3 MASON'S SLOPE FOR I I I r D.W. III ) II ) I1I I I : I+ i A in v 'n in WIDTH LL---JILI��JLJ� M I S3 _ J J SINK / DISP — I :: r I :: :: i I i 50 { + Cr) I S3 • 3 1 /2" I 2'-9j" I; 10'-0" r L 16-0" 6-10" I .. ; . , I P ■ �HVACCHASE It 1 I ih 4 AC PAD 0 ' • BASED ON LOCATION I I I I rA I o T I 'a IN V-90 1 3' TYP @ 1 STORY U.N.O. A S3 -1 -101, L 2'-1 W L 5'-11 FOUNDATION PLAN MONO - ELEV-Al SCALE: Y4'=1'-0" 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 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 LU J U a CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" 45 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "*Alternate: The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" =1'-0" N N d W o V , v A t-i N a- N O CP C7 4A 0 .i CIA 4. N e) 11 s � to E co O � V so. d{yk't?E�o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) Wi ii/J ` yyyC M '� LL LL Z 0 Co W LL I i Lu aQo. 1 04 Cl) In Viler N C.i U h W ❑❑ z z � z � J a - N Z � N ■ 4LU 0 LU JIM U • co�pp M i Z J n¢ o e Q E � so W Z E N 'o 4 0 0 az N!� 2 c E2 $Z z Ja g fZ 5IZ Z W S� S LL �w w� �0 �_ co w O >(0 LO LO c� Q � H r � M M Cr O O Im in LO ai o N o � LO Q � ci '^ r T r� o Z Z E T E U y '0 m c 0 -1 O JOB NO: 22-06464 SCALE : AS NOTED SHEET NO. 6 _ LAL .l.. ...I.. ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 �,�7858 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 7/6" EXP. 1 e4/6) or t i32" EXP. 1 (-'2116) TILE: tY32' EXP. 1 e3116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%32', SHEATHING SHALL BE FASTENED WITH ASTM F166I RSRS-0310d (2'/:" 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=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 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 I HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. 126 10dx1-1/2" HTT5 1 5795 5/8" ANCH. / 26 10d x1-1/2 K HD3B ' 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 - - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 "" 1005/915 "" 8 -10d x 3" JUS26 1000/1080** -- 8 -10d P HUS26 1320/3235 " 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 `* 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 17 EMBED w/ SIMPSON "SET' EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ () 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12 -10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 20 10d x 1-1/2" MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 61 '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 (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 /O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 54" 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 2 Z�WT L'EDGER��A) SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: J4 "=1'-0" Q N N ;o > W C o a c+ Cc m K +% = 66 �- N c0 G7 a �- Q) c C= 0,1 Ec ry P 0 ,.(f!11Jpp p v,,i; �o 0 is 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. F o g C ari M v LL a gu-LL Z f0 r on o L F W f0 �°'°' m Xsw' LW z�MZdk Zw O 6) y W Cp U v P z z a U)N z .8 C� w 4z_, U � O W N Ul �N Lu 7. 1 o w LL ao > R Z® Q E 8 z Q8 a C1 g~ o`Q g Z~ g Jv � ra Y zz z U N SoF oZ NWW LL J q aF a o ff CD � N ITU yS LA L/ j M Cr CD Y CD QI O N o o � r Q T- L0 ai E Z z m E Y 0 t n U Q JOB NO: 22-06464 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed 1_1180. 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 -WWI LENA Mwm M. 8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T FORM At GROUT SOLID 4 �a O #5 BAR CONT. 8F12-1B/1T O "V" LINTEL DETAIL SCALE - N.T.S. MEN F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @� BOTTOM OF LINTEL CAVITY 8F 16- B/1 T a tNOMINAL QUANTITYOFr WIDTH #5 REBAR AT TOP NOMINALJ HEIGHT MATERIALS c-if p�lintels = 3500 psi. 2. fc prestressed lintels - 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 MIN..REBAR(1)(1) AT TOP REQ'D LEAR ALTERNATE POWERS STEEL LINTEL - 4 • 4 .M.U. #5 REBAR AT TOP a • MIN. (1) REO'D 1-1/2" CLEAR • ° 4 GROUT � • _ n J m to C.M.U. -45 REBAR AT ~ J • BOTTOM OF LINTEL CAVITY OF o -BOTTOM X o Lu cj REINFORCING a O 9 r` - 7-5/8"ACTUAL PROVIDED IN LINTEL o �t in 1 b r * 5 REBAR AT BOTTOh 8" NOMINAL WIDTH (VARIES) LU ppr+ a. e AS INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION �F� OF 4'-6" LL 4'-6" LL (1E) 6-10" LL LINTEL PLAN - ELEV-Al SCALE: Y4"=V-0" C'l+ 'O y W L V • G� O eo as D x u= a N to C= N Cl Q Co a ., �y a' c CD Q os a 7 O- c E l0 01 .�i?t��lAoi ;- 1 yIV To the best of the Engineers knowledge, information and bell ef, 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. fA E a 8 $ V w Co 6,�N0 u 0 J LL LL d 0. {a� = o d' W °i °' m Z Co CZILd OU Z 0 Wcr) I V _r) Z 8S Z n Q d � t/1 Z v ty N LU OW S g�2 w � V U C Q Y • N m M 0 W E E Q Fi oa Z g N �- o `" 8 �W L ro `O a m F Z Z ro y0 iK a > �i z c U �o E �- S .0O � LO O Q CU (M Cr O m co IN al o o 04 o a) L0 M M t- Z Z W E T-- .. m a U Q o JOB NO: 22-06464 SCALE : AS NOTED SHEET NO. 8 W C� Q X C k Lz: LO CL STRUCTURAL NOTES NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENTINSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1 524MM) 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 12 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 I X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308A 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. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6rrMS 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 51TMS 402-16 & ACI 530.1-16, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8"C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GAIRAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC Wif 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 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE"C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2, ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT, BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERI I-S 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-112 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: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2' C-I-P CONCRETE NOT EXPOSED: 1 Y2'. GROUT FILLED MASONRY: y4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-1 85 / A 185M-1 4 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN ft) 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 (318- MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8"AND 10"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE"S"FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4,4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP I OR 7/113"STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE -DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI[TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8"STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8' OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RD LAYER 1/8"THICK 4.4.10, INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162'. 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION, 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 'J' BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) 4.7. STEEL: Fv 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4� STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS"NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 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 si n which identifies the termite treatment provider and need for reminspection and triatment 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/s ninldr %stents includini all risers and spray heals, she I n t be installed w hin V-0" of the building side wall. 4. FV-R R318.7- To provide for inspeption for termite infestation, between wa, 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 DO 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 - Cincrete overpol and mor r along the foundation perimeter must be removed be ore exterior sol treatme 1? 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 extiprior vertical chemical barrier must be install.V after construction is complete, including landscaping and irrigation. Any soil A isturbed after the vertical baMer is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the buildin apartment b a licensed pest control company before a certificate of occupancy will %9 issued. Tge certificate of oompliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in ccordance with the rules and laws of the Florida Department of Agriculture nd Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS INDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.0 GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES, NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, CONTRACTORS, BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1j/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1j/8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCE FROM EDGE SHALL BE 3/8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. C�% C, C C, C14 51 C2 10 cc 4= cc" C.4 tj M 0, A 4j 6) 'JP CZ 0 W CL CD ?zz vV N r 0 CN V- 4 To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florlds 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. 9) W E 8. 00 04 0 re U. , LL _j .- W = 7S 6 z 2 cog 0 04 _j L z 0 3 W < CL. V) o Q) 4-J 0 LAJ U1 L=u < C-4 I`- C�. f 65. ZO A - "R Z 0 0 EF U C1 E 0 Q0 0 0 C14 rV t 5 ru 0 z zz �z 1W C, 06 12 LO LO CO C CD r W CN M ca L0 C14 0 N CY) 0 C'4 C) U-) < LC) E E 3 0 z z C E E 0 ;6 a. 0 _j --- < C) I _j JOB NO: 22-06464 SCALE : AS NOTED SHEET NO. SN W .1 Zz LO LO Lp !3 (9 1 I-- S, 12 51- 91 CD THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAxl-1\2" LONG (3/4"A" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAxl-1/2" LONG (3/4"A" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" V-0i" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 101-011 TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 000 U) 51-011 V 6 0 STUB -OUT FOR 'I a -1 V-0i" L -4 U-) Ir 0 GAS METER 0 9 0 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. 70-51' (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10.-804 (2) 16d TOENAILS 2"X 811 @ 16" O.C. 131-91- (3) 16d TOENAILS 2- X 10- @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12- @ 16" O.C. 19-41 (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. (2) 16d TOENAILS 2" X 6" @ 24" O.C. 81.6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. ill -Oil (2) 16d TOENAILS 2" X 10" @ 24- O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24- O.C. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS *TOE NAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels I Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1- 1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2x + 5/8" or 3/4" wood panel 1- 1 /8" or two 1/2" 602.0 wood panels 2x + 5/8" or 3/4" wood panel I 902.0 2 x — lumber Double 2 x — lumber I I DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 118" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack "Non -stacking walls 0, over squash=20 blocks and require additional consideration. Check wall or beam beloi w local building Eir—n k1/16" 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 Boise Joist Blocking Use 3"(10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES (se, D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL-� STD. 90- HOOK BOND BEAM F LU 00 STD. 9 CONT. #5 HOOK BAR BOND BEAM STEP SCALE: N.T.S. CONT. #5 BAR #5 CONT. FROM FOUNDATIOh TO HIGHEST BOND BEAM INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR SHEATHING PER PLAN COLUMN AND > CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min 2" min. 2" max.* )Small gap 4" max. I Web Stiffener Fastener Schedule I I - L �__ . Joist ring ocation Series Depth End Intermediate ol 9-1/2" 2-8d 2-8d 7 BCI 5000s�`_i 1-7/8" 2-8d 3-8d 14" 2-8d 5--8d / / / -_ - -_ - - Clinch nails 9-1/2" 2780L 2-8d when BCI 6000se 11 -7/8" 2-8d 3-8d possible / BCI 6500se -14" 2-8d 5-8d V 16' md 6-8d - 11 T8" 2-8d 3-8d BCI 60se 1,_v___2-8d 5-8d Tight fit -------- 16" 2-8d 6-8d 11-7L8-" 3-16d, 3-16d 2x4/Plywood/OSB web stiffener 2" min. BC, 90P 14" 57.1W 1 5-16d required when indicated or 4" max. 16.. L 157115d�6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required an interior walls for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam beloi FFWhen joists meet over wall, provide 1 3/4"minimum bearing for each. Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. rl 6"' A ROUND HOLE MAY 67� BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %2" NOTES: -DO NOT CUT HOLES LARGER THAN 1Yj' ROUND IN CANTILEVERS. 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. 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. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 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. lY2"ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 2" KNOCKOUT HOLES TURNED WITHER 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 11Y UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. SIMPS( w/ (22) - NAILS 1 5/81 THRU BOLT SIMPSC w/ (22) - NAILS 1 RTRUSS 'OP PLATE ice TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )FFASTENERS TYPICAL SIMPSON META12 Plumbing META12 TSS INSTALLATION 11111L 1� Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10- 10d nails. jnstall tight to, top flange. Joist hanger Filler block. Nail with 10-10dnails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2"gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4'1 gap at top of bottom 1/4'1 gap at bottom of top flange. flange. Web stiffeners are not required when top required If hanger flange is laterally supported by joist hanger. doesn't meet eb stiffner as height fe dc /h r requirements 0 6 X Joist F de'pth D � i, - " / . � / ., V I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEl'i .A SEE PLAN FOR 0 FOUNDATION INFO .!1 4* STEM FOUNDATION GRADE '---A/C CHASE 4"PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR SIMPSON META12 META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10AI 1 - REQUIRED) w/ (18) 1 Od x 1 1/2" gJ NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'1 CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"- CENTERED @ PIPE PENETRATION A 4/ PVC OR SCH40 SLEEVE PLUMBING LINE \4 A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERE PENETRATION PLUMBING LINE F[__ :D @ PIPE TYP. FND. PENETRATIONS 4 4q. __4 7 A 4'.0 ti SCALE: N.T.S. �4 4 A SEE Fli PLN. SIZE & REINF. ---- IV4 C%A " C-A CS %7..;i 5E TO., ,z; cc C= 40 kJ go Co- rz V.0 0 t lie' Nil, E "CN C4;. 4" D , To the best of the Engineer's knowledge, Information and belief, One structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Enginear's signature and seal is only for the structural engineering portions of the drawing pages bearing Englneer`3 signature and seal. W A g IN - 8 0 1 �; I I N (10 0 to .- r- �9 6 N 0 s 7! LL u- W Q. 13 13 z M i z E I 0 W W Z Ci PI z < r N _J IL IL < �0 z 0 co W 0 0 V 2 < 2! Q) 0 4—J C-4. in U 0 Ln Ln M UJ seed IT z U_ 1 2 E E 0 0 6 C1 E 0 115 Cr 0 zmg = z C: T 0, z W c=` WR sr2 0% IX LO LO M CU :3 C") Cle) Cr C) U) C%4 M 4-1 L0 IV- 4-1 04 0 04 0) 0 -0 C14 0) .0 ce) L0 < LO 6 z z E E 0 01 0 _J JOB —0 NO 22 6464 SCALE AS NOTED SHEET NO. SN 1 E 9 -9 -2 C/) ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE wl R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES 5/8"OR 1/2" HIGH ------ STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HA131TABLE ROOM ABOVE) W/DRYWALL SCREWS @ T' O.C. CEILING & 8"O.C. WALLS / INSULATION PER CHART ON FLOOR PLAN 1X2 P.T. HORIZONTAL-/ NAILER STD. 90'HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 2x #2 SPF STUDS 10'-0" (R302.1 1) @16' O.C. W/ (2) 16d TOFNAILS T & R 'FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP WB (MIN.) @ GARAGE SIDE IF Z ,PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA X 3 1/4" TAPCONS @ 24" O/C & _2 HURRICANE ANCHOR @ EACH @ 6" M;� FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ N 3- (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cn MOISTURE BARRIER 'P -SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN I I ACCORDANCE w/ TABLE F=-111 R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIESA I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" -ALUMINUM DRIP EDGE -ALLIMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1 #5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR A RCHITECTURAL 1X2 PT WD FURRING @ 241, O.C. ,.,_-------FINISH 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS(SEE FOUNDATION PLAN zi- 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 S c,) AT GARAGE CONTRACTOR ER-�\\ MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPAL". CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a- /-NOTE: EXTEND WIAXW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE r- - I I E I , b 2� A00 - 2 I 1. OP 6 MIL VAPOR Z BARRIER 4 C14 COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4' (1 STORY) STD. 90 NOOK (SEE U.N.O. 14-11 V-8" (2 ST DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" V-0" OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - BLOCK WALL BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB 14 O.H.D. RECESS 2� PAVERS-� IF A W*1:1111 I W.*161 I 111111111 1 I'll GG S3 6;8- 4K­7 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES 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. @ EDGES, AND @ 12"O.C. @ FIELD SLAB & BLOCK 5/8" x 10" "J" BOLT @ 24" O.C. W/ 2"4/16" PLATE WASHER (TYP.) Cl) ELEV. 0'-0" (ALT: 1/2"xl 2" TITEN HD @ 24" OIL O.C. OR 5/8"xlO'WEDGE ANCHOR A. F.F. @ 24" O.C.) 211 z 3 1/2" MIN. ELEV. 4-31/2%d�,p \-F 0 A.F.F. 0 2x4 CONT7-­-' C:) C14 ;0 ;0 GARAGE SLAB AT STEP SCALE: 3/4"=V-10" 2x S.P.F. STUDS 1 O.C. A , _ -2x STUD LOADBEARINGOR t "" EXTERIOR WALL I` 8" C.M.U. H 1 x P.T. STUD SEE CC/S3 OR - #5 VERT IN FILLED CELL C14 //` R G/S3 FOR ANCHOR '0 BOLTINFO. 1. It 5/8 x6 BOLTS BOLT )N (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY W/ 0 0) 1 Od NAILS 2x P.T. PLATE TYP. ASSUMED FINISHED GRADE MONO OR STEMWALL----,,, FOOTING MONO SHOWN FOR CLARITY ;0 2� NOTE: *FOR BEARING WALL W/ UPLIFT ONLY Ah -W Fl:� FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-101" "3 SLAB INFORMATION. 6 x 6 W1.4 x W1.4 1111 A rift 11 MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT -13' O.H.D. RECESS E z SEEA/S30RJ/S6--` FOR REINF. INFO. L 3" MIN. CLEARANCE 1-4" (1 STC RY) V-8- (2 SjqRY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 17S3 ADDITIONAL INFORMAT ION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES AND 12" O/C FIELD 7PF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS (U.N.O.) (OR Y�'GYP. TYPE ")V @ 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- (R302.1 1) 2"x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"xl 2" TITEN H D @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY' SIMPSON SP1 w/ (10) 1 Od NAILS 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 r31/2" MIN. .11RE1 M A-� 1/2"(min.) 4" (2) #5 CO 4T. 4" 1`1411 811 U.N.O. MIN. TYPICAL BEARING WALL (@ STEP " SHEARWALL QP "SHEAR WALL" SCALE: 3/4"=V-01" "4"=V� , , . SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS@ 16" O/C 11CU 501 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.1 1) LAYERS W/ TOTAL THICKNESS 7/8" OVER X 10" HJ" BOLT @ 24" O/C W/ 2"*X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL 5/8" PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. 0 K.O. BLOCK SIMPSON SP1 W/ (10) 1 Od NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24- MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS N",- #3 OR #4 REINFORCING BAR GRADE40MIP Fy=40ksi #3 & #4 LAP SPLICE I 760ksil FINISH GRADE 60 2 Y= ".I [GRADE 60 MIN.- Fv= 0 1 25' MIN. LAP [30' MIN. LAP) A 6 MIL VAPOR . C> 1111� . . . 0? 2.97 71.14 & 2� #5 REINFORCING BAR #5 LAP SPLICE 6 a SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. E S3 P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT, BEAD SEALANT INTERIOR -2X STUDS @ 24" O.C. U.N.O. 31/2" GARAGE CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8-O.C. STAGGERED, FROM BOTTOM —-INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6 x 6 W1.4 x W1.4 A WWF OR FIBERMESH c,, E -'A cv) 6 )R -`- Q � � � � ! 1 : 1 J BARRIER 5 4" 4" INTERIOR WALL SLAB STEP NON -BR G. K SCALE: 3/4"=V-0" S3 FRAME -DOWN FALSE BEAM W/ (3) SEE PLAN 1 Od NAILS TO TRUSS TOP CHOR x. " O.C. M x AT 24" O.C. M SEE PLAN FOR /ik TOP OF BEAM (2) HTS20 z 0 UJI F= < Uj Uj co SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS Cn z 0 UJI rr * >< LU -j Uj 23 LLJ LU (j) 0'-0" FIN. FLR.jk 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" (R302.1 1) --4NSULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10) 1 Od NAILS ,,2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 W/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM ;�l tz END OF 2" x PLATE 0 uj a. A co uj A uj R FROM I ATI= (2) #5 CONT ON 3"CHAIRS (TYP.) 8" 1'4' cc S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10-4- (R302.1 1) 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#) 6 x 6 W1.4 x W1.4 WWF OR FIBERMES 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" VARIES 11/2" RECESS FOR 6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH FOR TRUSS A CONNECTION INFO . 1 & LAYOUT DESIGN 7tt-7�1 . /I . . . A 4 SEE ROOF PLAN A M.d FOR STRUCTURAL 4f - E BEAM SIZE & CONNECTION INFO T1. 2X4 #2 SYP P.T. FRAMING W/ SEE A/S3/J1S6 811 MIN 7116" O.S.B. SHEATHING FOR REINF. INFO. ATTACHED PER NAILING OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL SEE PLAN FOR STRUCTURAL SLAB INFORMATION. COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS a S.G.D. rM SCALE: 3/411=11-011 � �3 SECURE 2X4 P.T. BTM. PLATE w 1 4"x3" O S MASONRY WALL AND AT 8" O.C. PAD FOOTING TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD -E!4 SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS PE Q�A FILLED SOLID (SEE PLAN FOR -j I SIZE AND REINFORCEMENT) Z LU - Ljj 0 151 U.1 LU z LU Cl) BRICK PAVERS or SLAB PER 0 9 ILL L) I! COMMUNITY SPECS Cn SEE FO TION CONC. PAD INFO. ED! C D'1%2""N TAPER COLUMN FRAMING SCALE: 3/4- V-0" �T l - ---FOOTING 7 BEYOND PAD REINFORCEMEN MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE rN PATIO CO'LUMN FTG. DETAIL SCALE: N.T.S. � �3 C-A e cz. tg %g -, cc 4A .1 40 i !f ip M c) L3 0 Lt `1A V, %\\\N To the best of the Engineers knowledge, information and belief. the structural plans and specifications Contained within these drawings comply with the 2020 Flodds Building Code - Residential An Edition. Engineers Signature and seal Is only for the structural engineedng porlJons of the drawing pages beadng Engineers signature and seal. IN E 5 CN 60 0 AS �; � § rZ V 04 0 % g--, '! U- It, uu vq U. LL -J -- uj Z CD 4 1 C, W 21 r` W CP Z Co F4 0 u" Cl) z IL C14 6 Q< 0. z 0 U) W Fz < 7 1- V) Q) L.0 U 0 E 8 Id E0 E U cc 6 06 C1 cD E �e 0 L) 0 z`- .g t J3 2: J! 0 z W 8 3� C�o D5 .20 12 LO L0 ki en W < 13- 1-- Q co j CO c1r) Cr 0 C:) U) 04 ca +-j L0 4-0 0 CN 0) 0 0 IRt Q .0 T- q) L0 < co r- E 0 z W E T1- E 0 'a M 0) < JOB NO: 22-06464 SCALE AS NOTED SHEEr NO. S3 (MONO) 0 ? C a- Zz LO LO .9 8 (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 TONEAILS SPACED DOUBLE2xTOP EXTERIOR FACE OF BLOCK EVENLY " To PU 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 MAXIMU PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR 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 VARIE5 \--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. 12 TYPICAL WALL SECTION ,,-,—SEE (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 TRUSSABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 W/ (12) 1 Od (3) 1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + + STUDW/(3)10dN ILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW x1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD 4L SIMPSON SP1 W/ (10) 1 Od NAILS AT EACH STUD \-BLOCKING (TYP.) \--ROOF 2x P.T. PLATE TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8"EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90 A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF SCALE: N.T.S. �4 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL KIS4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN CL EXTERIOR WALL CLEAN -OUT r�A WALL SCALE: N.T.S. �4 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW (B MASONRYLAYOUT D� SCALE: N.T.S. � �4 7 5/81, 8" 75/81, 81- 7 5/8" 8" KNOCK -OUT_ BLOCK W/ (1 NOTCH LINTEL WHERE REQUIRED #5 FOR CONCRETE PLACEMENT UP Fill NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" — FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL > 0 LLj FORM CREATES CONCRETE RECESS TO RECEIVE GARAGE DOOR AND TO ALLOW 2X4 (NOM.) FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE GARAGE DOOR 8x8x16 C.M.U. GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 'BOTTOM OF MOUN POURED CONCRETE BASE FOR TO BE 2"ABOVE FINISHED BLOCK WALL. RECESSED SPACE FOR GARAG� bOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Od x 11/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1 Od NAILS@ 8- O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.0 SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING -(t 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 NnT TRANqFFR I OAn 2 x 6 P.' J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK (K SCALE: N.T. S HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPEN ING 2" x 4" WALL 2"x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V- 4' (1) (2) 1 (2) (1) LSTA30 4' -91 (2) (3) (2) 1 (2) (1) LSTA30 I 9'-16' (3) (41 1 (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 JR LEl d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR GREATER HEADER \--(2) 2x HEADER SEE PLAN INTERIOR HEADER: \_(1) 2X SILL PLATE W/ (2) 12d TOENAILS BOX HEADER * EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 11/2" EACH SIDE ""-2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. 3E SIMPSON SIMPSON SP4 SP2 2X STU DIS @ 24" O.C. 5/8"xl 0" "? BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C -Z(T:TYP) SEE ELEV. UPLIFT CONNECTOR (SEE y P 9 SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8"STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIEZ� SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2X4 1/2" EXTERIOR GRADE SHEATHING CRICKET EBLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d jAS REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING LU z� O/C FIELD 2x TOP PLAT E V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dxl 1/2" 2x STUD @ 24" NAILS AT EA. TRUSS VERTICAL WEB O.C. MAX. (24- O.C. MAX) W/ MIN. 4" EMBEDMENT LMAIN PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD 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"X1 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL-` H I W/ STD. 900 HOOK IN K.O. BLOCK Elm v ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT W/ PENETRATION THRU TOP PLATE W/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 SPLICE -7 /11_1� NAILS TOTAL) EA. SIDE OF ifq. SPLICE STAGGERED /--1 Od @ 8- O/C ATTACH ALL -j EXTERIOR STUDS W/ Y816d TOENAILS TO P PLATE NOTE: BOTTON I SPLIC PLATE LENGTHS MUST BE OVERSTUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. F= 2240 LEIS SIMPSON SP4 SIMPSON SP2 \A I Lu I INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/Sl PLATE AND BB/Sl FOR ADDITIONAL DETAILS SIMPSON SP4 RECESS LINTEL SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SP4 SIMPSON SP4 SIMPSON SP4 SIMPSON Spi SIMPSC SP4 2X8.P.T. BOTTOM PLATE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALLri SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 1 Od NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE I I � 011 B \-5/8"xl "? BOLT@ 24" O.C- MAX C (MIN. (2) PER B01-TOM PLATE) SIMPSON SP4 - SCALE: N.T.S. ,, �4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) (5645# SPF) (6970# SPF) IS (9335# SPF) N. PDXIED A.T.R. t & NUT 'OXIED A.T.R. t & NUT 0XIED A.T.R. t & NUT A ROOFTRUSSABOVE 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY #5 CONT. & K.O. BLOCK W/(1) FILLED 5/8"X1 0" J-BOLTS @ 2-4- O.C. -MASONRY WALL 10d NAILS@ 4 10d NAILS @ 6" O.C. STAGGERED A T__t qTAr.r.1PQPD TRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES 0 L WITH 8d COMMON WIRE NAILS @ 4- 0 PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 0 SHEATHING & 8" O/C FIELD 0 SIMPSON SP4 w/ (6) 10d x 1 12" ZO (USE SP6 FOR 2X6 WALL, USE :—PLYWOOD SP8 FOR 2X8 WALL) 0 SHEATHING e SIMPSON SP2 w/ (12) 10d NAILS MASONRY— ! — 5/8"X1 0" J-BOLTS @ 24" O.C. 9 SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0 MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE I n-j I L5/8'�(10" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 0 PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24- O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. S4 C%A -.s 2 11 r- C-12 e 4 P_ Cz Co �E -0 0:v e. W co 0 c) w < ...... F_ To the best of the Enginees knowledge, information and bell of, the structural plans and specifications oDntalned within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineees signature and seal is only for the structural engineering portions of the draWng pages bearing Englneees signature and _seal. W Ii- N U0 LAI S3 't LI: ui -9 r� 0- ui a. 52 C,4 (0 0 W :3 - 0 (2 W z Log ZO L a C14 0 --- z W 13 U (D ;7 W V) C11 (3) (D I 4-J e_,o LU U 0 Ln U LU it C-11 U_ 2[ E g 0 0 E 0 6 z C1 E ru 8 *. Ez �z t zC �@ ro O� 0 z W j0 LO LO Lo 0 13- W 1-- L_ I— 1%­� Ito CY) 0 .2 CN M LO 4_j C'q 0 b C4 0) V) C411 cc 6 z C E E 0 V '0 cc 0 0 _j < JOB NO 22-06464 SCALE AS NOTED SHEET NO. S4 LU 2 3� 21 9 4% C-11 L= C�. 3 CS SIMPSON HGAM11 W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAI L w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 BACKNAI L w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45'± 45'± X 45* SEESTRUCTURAL NOTES AND NAILING 2x4 CROI BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2X4 KI 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT 0 SKER @ 8-4- O/C. @ 8�_O�O/C . EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 1 Od 1" BRACE TO EXTEND 2x4CROSSBRACE 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. GAB E 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 ATTACHED W/ 1 Od END LL BJOARD GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6' O.C. EDGES IRST 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD 0 OM (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3' @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. z CM I . ..... I_ Un, THROUGH CHORD 2 A4 LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 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) MAX, 9" UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING-� DETAIL DOUBLE TOP PLATE 2"x4"CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACHJOINTw/(3) 10d & (2) 10d EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING -1/2"CDX PLYWOOD OR 7/1611 @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED -(2)16dNAILS W/ (2) 16d TOENAILS N x . . 2X4 PANEL BLOCKING @ 4811 O.C. FOR �, 2x BLOCKING 2x4'T'ON TOP OF PANEL BLOCKING-:'�' 74" P.T. SILL NOTCH 1"BRACE HERE FASTENWITH 1063" @4"O/C SPACED WEEP SCREED 1/2" 8" "J" BOLT 48" O C THE FIRST (4) ROWS OF TRUSSES [�W'T" ON TOP OF PANEL 77 1 (2) 16d NAILS x @ . . @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT W/ (4)1/4"xl 1/2" SDS SCREWS TO 6 1 .41 INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"0" SDS SCREWS TO PLATES AT 2411 0 SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT A OISTURE BARRIER 1 Odx3" @ 4" O/C : M 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER 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" 1 Od NAILS & (4) 1/4"X2 1/4' SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. �5 LTITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP ?__ SEE STRUCTURAL— CHORD BLOCKING ;o to NOTES AND NAILING INFORMATION tD SCHEDULE FOR SHEATHING DETAIL BACKNAIL W/--/ tD It (2) 16d NAILS -WOODTRUSSES go ;o 2"X4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING lj� RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT W/ (3) it BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2X4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207', L 4 1/2') OR EQUAL (D = 0.207', L = 4 1/2") OR EQUAL FIRST (4) ROWS OF 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 SPACE AS SHOWN FOR 3 PLY MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16"OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4"T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SIMPSON SP2 wl (12) 1 Od L-2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE j v — NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC., SECTION L3 SECTION r4 SCALE: N.T.S. SCALE: N.T.S. MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S5 r-WOODTRUSSES 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAM 1 OKTA W/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4-X2 3/4" /—JACK TRUSS -- - ----- .. ... SEE PLAN FOR TITEN TO CMU . ..... ECTION OF THE LAST LAMINATION - 2X4 "T" ON TOP OF BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ EXT. WALL CONN. (@ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1 0dx3" @ 4" O/C (2) 12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARIffG LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION T_ SEE TYP. WALL SECTION FOR SCALE: 3/4"= V4, TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 K, 9 ADDITIONAL INFORMATION. SCALE: N.T.S. � �5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT 211X411 MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. S5 S5 12 6.9 MAX. GABLE END BRACING DETAIL GABLE TRUSS 12" SEE RSH SCHEDULE FOR ATTACHMENT \-2X4 #2 SYP BLK'G @ 16" O.C. TOENAIL W/ (2) 16d NAILS (2) 1 Od x 0.131 TOENAILS EA. SIDE CONT. 2X4 #2 SYP W/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri _0"� SCALE: N.T.S. 'L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 CONT. BEARING 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. 6" OVERLAP M S5 BRACE W1 10d @ 4- O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) z Uj \-BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C .-MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD B EARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"X4" (U.N.O.) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 24" 090H - 31-0" 3141 - 61-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1- BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 114-xl 1/2' SDS SCREWS TO TRUSS & (4) 114'x3- SDS SCREWS TO PLATES (TYP.) GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 wl (12) 10d NAILS AT EACH STUD ENDJACK 1 V-0" MAX. CD CORNERJACK LU z 0 L) HIP FRAMING REFERENCE PLAN E S5 2x4 BLOCKING 2x4'7" BLOCKING @ 4811 O.C. 16d NAIL 1" BRACE ATTACHED 10d NAILS 41 O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAI SCALE: N.T.S. 2x4'7" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED ­16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL -t:4 !I SIP 4 AL GABLE TRUSS WEB SINGLE 1" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM -4- @ BLOCKING 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8"L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE /`7 AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. LH I M� m MEN NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) ZBOTTOM CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCALE: N.T.S. SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE B0170M CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION MEAN ROOF HEIGHT UP TO 301-01, SCALE:NTS WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0A CWA W �nj :W LAA e ,F-- C� -,= ul- b- 10 co go C., co a:: 11 4 — W 0, v Les" 17 v i i I v To the best of the Engineer's knowledge, InfoRalion 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 sea]. 0 W 4111 . A g Cq - 0 5 N. 6.19 o A - C? - 10 U -9 LL, Z :g,2 0 a� z cc W �2 0 0 ix z cc — 6 ro " to M IL IL N _j a < z W 00 N z I n 0-7 U) V) .2 4—J L-4) _LU V) Ln Uj as ai < r_ C:) R W z E 0 d 210 — z 0 U ns H 0� H z QL E ix z C,0 1z ;05 03 z 0 z W 0- O� C 0 2 (0 LO LO < co j CO Cr 2 CN C0 LO < C14 0 0) b .0 C14 0) LO CY) Ir- W 0 z M E E CL 0 JOB NO 22-06464 SCALE AS NOTED SHEET NO. S5 Lu Uj :z CD 1 CK CD 94 CL 1 X4 /2" DRYWALL DOOR JAMB (REFER 1x4 /2" DRYWALL DOOR JAMB (REFER 1x4 F 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT — APPROVAL FOR CONN. APPROVAL FOR CONN. X 4 APPROVAL FOR CONN. x4 C E x4 P.T- 3/16"0 X 3" LONG FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 1X8 PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRYTHROUGH 1x4 P.T. & 1x8 P.T. I 1/211 DETAIL 1x8 w/ (2) ROWS 8d NALS DETAIL STAGGERED @ 12" O.C. -3/16" x 3 -1/2" DOOR JAMB (REFER 1x4 P.T. TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER F 1/2" DRYWALL APPROVAL FOR CONN. 1x4 EACH END W/ MIN, TO PRODUCT TO PRODUCT -1/2" TAPCON @ 16" x3 APPROVAL FOR CONN. 1x4 -1/2" (2) ROWS 3/16" x 3 O.C. & 4" FROM EACH DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" TAPCON @ 16- O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ L 2x8 P.T. ATTACH SECOND PLY w/ MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x P.T. AS REQ'D STAGGERED @ 12" 2x DETAIL 2 1/4" DETAIL 0' 3-1/411 DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. IN 1X4 1 X4 /2" DI 1 F 4N. 2X8 Im 1 Yl 1/2"DI 16" DIST W/ 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 11/4" MIN, EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A 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 POLY -CELL IN THIS AREA SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSI3 INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 11-112- rHK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL K`lj� SCALE: N.T.S. �S 17A INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 3 1/4" TAPCON (11 1/4' MIN, /4" MAX EMBEDMENT INT;�V. 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTW`N. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK Ali I 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B T%A� VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" N T LEAVE A CUT OUT IN O.S.B. ON T B� 2 x 8 VERT. BRACE(S) U) LATION 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) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL INSTALL WDW, SCREV THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. I I I PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. � �S 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 ---2x845 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 8' EQUAL 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 MAX. 8" PROPER INSTALLATION #5 REBJ (TYPI) STD. 90' FILL SOLID HOOK (I BOTH CELLS I NOTCH WEB AT FIRST 2 COURSI APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT W/ (4) 1/4"X1 1/2"SDS SCREWS & (5) 1/4" x 2 1/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 W/ (16) 16d SINKERS AND (7) 11/4'X2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y." 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 NAIL 2X6 TO 2X4 NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS DESIGNED ONLY FOR THE HIP. INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga, PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT, FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 1 4' E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL P/E, 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: SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W1 COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL . - REINFORCING PANEL SMOOTH. DO NO FURROW. "e-000, -, > � F) T PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LA P) G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. '00�1 SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 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 MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24 O.C. SIMPSON 8d NAILS H2.5A W/ (10) 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 41/,1" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2' TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4"= V-101" 1\1 �s #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER HERE THIS CONDITION OCCURS W WITH MIN. 3 COVER V-01' 'A GRADE Cl) Cj 0 C-� 6 (2) #5 REBAR. (1-STORY) 16" MIN. (I -STORY) (3) #5 REBAR, (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 1.0 ', 4 SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4"= V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS. 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.. #5 REBAR (TYP,) D ATTACHED WALL SHEATHING TO 3/4" PLYWOOD DECKING GLUE AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" ,R O.C., 2 ROWS STAGGERED 6" O.C. EDGES AND 12" O.C. FIELD 40# 4 2x BAND JOIST W/ FACE NAIL 10d 90- HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. YP.) WEB METAL SEAT PLATE 4% NOTE: LAP SHEATHING TO 4 1#* JOIST TYPICAL 44 4bb, BOTTOM OF BAND SIMPSON HGAM10KTA @ 12- O.C. NOTCAN FIRST COURSE 7 _±_2 L w/ (4) 1/411/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"X2 3/4" THE TITEN INTO K.O. BLOCK :S MISSING EMBEDDED STRAP FILLED CELL INSTALLATION ("H RETROFIT FOR SCALE: N.T.S. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. L SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA i ALUM DRIP EDGE I PF ALUM FASCIA BIRG WALL TY PER PLAN 1-3/4" TRIM PAINTED SS NAIL W/ 5/16" HEAD F CHANNEL, DIA. @ 24" O.C. FASTENED PER L NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING W/ 2-12d NAILS CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL.097" DIA. @ 24" O.C. wl 5/8" MIN. EMBEDMENT - WOOD W/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA W/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER SF01 SCALE: 3/4" = V-101" FOR ALUMINUM SOFFITS �ATH SPANS THE SOFFIT FIL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.- .2'r 0 4 + + + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS A CONNECTOR a SEE LINTEL SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O,H. UP TO Z-15" * 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 SUPPORT SOFFIT + ENTER SOFFIT SEE ELEVATION FOR OVER HANG (MAX 4'-0") SECTION @ ROOF EXTENS 0 I N SCALE: 3/4"= V-0" Ss SIMPSON HTT4w/(18) 10dxl 1/2" NAILS TO STUDS & (1) 5/8" DIA. ALL THREAD ROD EPDXIED W/ SIMPSON "SET' XY MIN. 6" EMBEDMENT 8 EPO 3" MIN. EDGE DISTANCE RETROFIT FOR MIq, MSTAM STRAP : 1, -v 4Qr-F: qWr-PT n9 ANn z >_ 0 (n U_ 0 LU Cn FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS.� OVERHAN 4 RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4"TO 1 10 I NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 1-011 51-011 NISH k�g� A -'--#5 BAR L L 0. CENTERED W/ M IN TOP I . . . I . . . L� KNOCKOUT/ N CHAIR BLOCK MONO FOOTING i SIZE AND REINF. PER PLAN J-1 L AND SECTION DETAILS . . N FIL CLEA L DIRT . "A ffTANDARD 9(y 00 t H K #5 BAR IN FILLED CEL I Ilk ok, I ILO IV I VL V L V Lo V V L, 'v % v V V .,I V IV Pkll e V sk STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECI :ONTACT 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 34'4" MIN. HOLE SET BAR IN EPDXY SAW CUT r S EXISTING FOOTING rA ECTION SCALE: N.T.S. II'-ij RETROFIT FILLED CELL DETAIL SCALE: N.T.S. C-A e Cc C-4 :--:� �t 25 5 vv (j D IV t:_, �;e Lo 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 - Residenti I 7th Edition. Engineers signature and seal Is only for the structaral engineering portions of the drawing pages bearing Enginseesu signature and seal. 0 W E 0 o? F- t, N 0 ut L_L "L z_ -9 �F M a- �4 2 i'l it :2 9 cu 04 0 x i W Z IL co 0 0 z a C14 6 z W (D �2 I k C�_ — V) = cc 01 a) 0 4—J — Fj 0 V) < C, R 02 --I LL_ 2j E a 0 0 E u 6 z go E K x z _W t ro q: C zCB L 1 WL C) CD . S2 co C) (0 LO LO < a- (j) Cf) 0 LO 4-d 0 C14 C) -0 0) L0 CIO U) M C r11 0 z C cc E E C a. 0 0 _j JOB NO 22-06464 SCALE AS NOTED SHEET NO. SS i 0) 2 91 -3r- C I 1 Fz 12 0 I 0 ZZ CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE w/ MIN. (4) 12d WHEN IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS "I C-- I %ju tw L_r-%%�l I I I Aw%j'j vv"� TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH S I DE w/ (3) 12d NAILS WHEN REQUIRED W/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH . . PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----/--WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS ,,�--ROOF SEE SHEATHING PLAN 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Ck OF HIP/RIDGE, TYP,BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP* TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER ILRUSSES HIP SIDE OR BOTH IF REQ'D) VG.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS 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) #7 x 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 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-O"O.C. MAX. W/ (3) 1 Od COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ---- -- ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ � 16" O.C. W/ (4) 12d 11 kL COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2X4 FOR CONNECTION NAILS TO TRUSS SPFTOP INFORMATION. BOTTOM CHORD PLATE P'V' '--, SEE PLAN _41LVARIES FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW \jv TOP OF WA—LL MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. 4 INFO. SECTION @ ENTRY r8"), SCALE:NTS SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( >IMPSON HUC410 W/ 6d INTO HEADER & ( Od INTO BEAM - SEE 1OOF PLAN FOR MOI '4FO (2) 2x8 #2 SYP w O.S.B. FLITCH P1 TOP @ TRUSS 8 U.N.O. ON ROOF PLAN SEE FLOOR PLAN FOR L COLUMN SIZE& BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM, SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FORJ REQ'D ONLY WHEN COLUMN SIZE& BA�SE INDICATED ON BM. CONNECTION INFO OPTION A SCHEDULEIPLAN OPTION B OPTION C COMMON BM. TO POST ATTACHMENT TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 1 Od & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM RAISED ENTRY MASONRY WALL SCALE: NTS kSEE PLAN 1 FOR CANT.1 SEE ROOF PLAN CONNECTION INFO. FOR BEAM SIZE & SIMPSON MTS1 8 W/ (14) 1 Od NAILS TYP. U.N. 0. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR 0. SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION [�_ PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS W/ SIMPSON SP1 W/ (10) 1 Od NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 1 Old NAILS OR SIMPSON MTS1 2 W/ (14) 1 Od 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:NTS SCALE: 3/4"=V-0" SEE VS5 FOR ADDITIONAL OUTLOOKER INFO. SIMPSON MTS18w/(14) 1 Od NAILS TYP. U.N.O. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST v MIDDLE [— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO, 0. MASONRY WALL BELOW: SIMPSON HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @ MASONRY WALL .. 4 4'-0" O.C. TO GABLE TRUSS OR BEAM BEAM BELOW: SIMPSON HTS20 w/ _t (24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C. SEE TRUSS PLAN TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2`� SCALE:NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS W/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 1 Od 'IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 W/ (8) 1 Od NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO Z SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER W/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH (IF PARALLEL SEE 202 FOR BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT MASONRY WALL EACH SIDE OF G.T. INSTALL (4) LAG (TYPICAL) SCREWS EACH SIDE) SECTION AT LOW ROOF � �q SCALE: NTS LOW ROOF/WAL SHEATHING ATTACHE PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP 1 W/ (10) 1 Od NAILS AT BASE & SIMPSON SP2 W/ (12) 1 Od NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END (BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 W/ (14) 10d X 1 1/2" NAILS TO BLOCKING BELOW @ 16' O.C. A PLYWOOD FLOORING (2) LOW ROOF TRUSS W/_ 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 W/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUTK'39N� SCALE:NTS DETAILS & SECTIONS. Z-4 C%A CM 14 C.; C-1 9� t 10 -v; C= C= qn Q -A I < 0 : FLO 00 S To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these dray4ngs comply vvith the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the dra%ving pages bearing Engineers signature and seal. 4 A E 8 1 8. 5 (0 0 Cq a 4 I 0 0 13 z U�'_L ='2 on w 119 C*1 OX T co Um 13 'o 0 In z N 0 z IN 0 w 00 CD z z Fz' < !� (n V) a) CD F5 4--J u-j - LU JaM tn V o-_ =) 2 A �3 I C4 Cm E ,c R z 0 14 E 'T S '. 0 no, w X so no z E C*4 .0 0 z _j a w 23 - , ?.- �z 0, 1z W W 71 1§0 SE A :�(6 L0 L0 Tm m < p- C ­ (D CO ce) C) C) IT— U) CN m m L0 0 C-4 04 -0 0 o Nr -0 LO LO E m F 0 z E r— E 0 JOB NO: 22-06464 SCALE: AS NOTED SHEET NO. D1 :Isi Lm FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall BARRIER TAPE EXTERIOR WOOD FRAME CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. a SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING _. OVER RIM JOIST AND UP THRESHOLD OF DOOR AND - WALL BY 6 IN. 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 naseneLsown"oow - �= z NAIL BRAND OR EQUAL WEATHER EXTERIOR CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means - PROOF CAULKING of draining to the exterior water that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING BUILDING PAPER 2 ' RESISITIVE BARRIER SEAL TOPS OF JOISTS WI RE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or UNDER DECKING SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied =' SELF -ADHERED FLASHING (SEE DETAIL WP07) - 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 r T -''- inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The HEAD FLASHING TIE-IN INSTRUXTIONS: No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1. Cut, fold up & temporarily secure weather RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under ,) weather resistive barrier 3. Fold weather resistive barrier back over head ,I 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 BE USED. 2 flashing and seal with tape 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous lane and an flashing P P Y P Y Y P P P Y g (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW 1 SELF-ADHERED FLASHING 1 SELF -ADHERED FLASHING 1 Exception: Where the barrier that is has - EXTERIOR DOOR WITH DECK SECTION A MT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER water -resistive applied over wood -based sheathing a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED EXTERIOR SHEATHING �t 3/4"-V BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied 12 MIL DRYLOK CMU -MASONRY BLOCK UP JAMB L USE LIQUID NAIL BRAND FLANGED (SEE DETAIL OR EQUAL WEATHER PROOF CAULKING membranes used as flashingshall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to PP � 9 PP EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL - , COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING ° ° ° ° SELF -ADHERED FLASHING, �� (BEFORE FOLDING, SCORE PAPER TO READ the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT � •. '• � ' WINDOW BUCK TO ° EXTEND A MINIMUM 6" ESIIVEASSHOLEASE WN))sE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF '' ' ' : ,' • •' MASONRY ° VERTICALLY BOTTOM OF FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings WINDOW BUCK : e• 2) SEALANT JOINT • a ° ° HRESHOLD ' T n shall be Installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF 2 • WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02) 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE SELF -ADHERED FLASHING 0 finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings ° shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING • 2 following: CLADDING AND WINDOW FRAME z ;:;. ° SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's Installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 1 14 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details AROUND, INCLUDING SILL. 2 SEAL TOPS OF JOISTS 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 DO NOT FLASH OVER BOTTOM NAILING 8 UNDER DECKING 2 7 subsequent drainage. Openings usin an flashing shall incorporate flashing or protection at the head and sides. q 99 P 9 P 9 FLANGE (SEE DETAIL WP07) 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING SELF -ADHERED FLASHING , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. --,Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 71- -- - - 1 6.6.At wall and roof intersections. -_ Water Resistant Barrier 7. 7. t built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED ELF-PATCDHEREDFLASHING SELF-ADHERED Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSEWRAPSTRUCTALATH TWIN TRACK 2.5 - stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER ° ° d ° 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE ° 7/8" Cement Plaster "V" SEALANT SOCKET WITH JOIST °a ° TOOLED APPROVED SEALANT SINGLE WOOD BEAM ° ° in accordance with 7/8" Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING Foundation Wall ° °in ASTMC926 ce with SELF -ADHERED FLASHING a ° a n ASTMC926 2 Felt backed metal 3" MIN lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 4with ASTMC1063 lathe in accordance FLASHING FLASHING O 5 , Building Paper with ASTMC1063 ,';� Building Paper 7/16" O.S.B. 7/16" O.S.B. ' sheathing SCS 0602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING ' SELF -ADHERED FLASHING j FOUNDATION WEEP SCREED ,% sheathing Metal ,. sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL s Per Matnulf ct SSpecs. PRODUCTS DETAILS > STRIP OF SAF LEGEND SELF ADHERED FLASHING (SAF) Maintain Stampede or similar Bottom of cauk bottom TILE FINISH Q DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Weep Screed joint orllj/ W BARRIER (WRB) - - 1 1 /2" to 2" WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK > BOND BREAK WEATHER RESISTANT BARRIER- BOND BREAK WRB SELF FURRING (SF) LATH Weep Screed Above Roof P PER THE FBC RESIDENTIAL 7TH EDITION (2020) ¢ I PLASTER ACCESSORY - - - ---- Sheathing Installed As Per SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS Manufact. Specs. V-4" PER PLAN Detail Instructions Refer to the number marked as # in each detail that corresponds to the P numbered items in the list o Ii1StfUCtlOnS belOW: 1'-0"PER PLAN I WRAP DP WRB ONTO I THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR 1/2" Cementitious Cement Plaster Decorative Finish in accordance BARRIER with ASTMC926 °'�•o All inside and 1. Install self -adhered flashing in order as shown by numbers SLOPE 8" CMU -- - \\ I 3-1/2" INCH FLANGE over wood 2nd •0•�'0 °o ,.o , outside corner will floor •'�•o,o� need to be miter 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU - ° ° a ° - - - - - - ' ° cut and caulked all 3. Self -adhered flashingcan be substituted for building paper g p p 4. Split the release paper using the ripcord (Split release on demand, - (PER SEAT DEPTH) ° -.--- °=- FILL WITH GROUT - ° 8° Z Z a. I a �� \��.�✓^�.�/�/�/��� � � STRUCTURAL FRAMING �_� _ _ __ ___ 1 T �I '°•o,o, o,••. butt •oints need to � •�'• becaulked using '' • ' ' ° ' Stampede in the layer) ease of installation and to ° :,, `td STRUCTURAL SHEATHING • or sim. embedded adhesive -for - - ° THIS GAP IS A RESULT OF caulk for all minimize scoring cuts n ° W W a t1 PLASTER STOP NATURAL SHRINKAGE. STRIP OF SAF 5. Remove all release paper per standard installation instructions and a ,° ~ _ cn CONTINUOUS BACKER DO NOT SEAL. DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" X 6" _ �% U ROD & SEALANT DRIP SCREED PLASTIC Minimum) ° SLOPED MUD BED W W = Cr ACCESSORY I I BOND BREAK WRB 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to - 4 - ¢ W Lu (n 3: SF LATH fit tight to VINYL SHOWER PAN _ ° A corner ° ° a a U) II Note: 8. Mechanically fasten as necessary Sl-OpE _ _.� ° _ __ a ° The building paper and metal lath must be Cement installed over the top of the weep screed. ° - PLASTER STOP A Plaster o over ck CONTINUOUS BACKER ROD & S 1 st floor 4 CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER ' SCALE: NOT TO SCALE c-1 C_ N c 0 d O �.G +s u x ++ � a a A O fl O 1 oCa u s m to °' s � � ia- P 0 N M 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N N 0 V ao a R �NO'� ry LL LL M J U. Z t ro4 ° � a 0 W NrD W W�pm Z N Cl)z ¢ 0 z OU W pp C ! Z N z Z � � w a z V c/ LL w � 'U W O LU-� U w ' c) Q Y Qc � o M M = w o sgR au" tV l) C U�U O U O 0 O Z g G �O Y K� t rp NC O ZLL Z C J a ^ <w 7W o� a� �o o z� 3 0 � 11' O C Co � L T-- � M j Y U) CV ¢I 04 0 N o O N � LO M Q iG r o Z Z E �-- �' �' o c a. to _J ¢ o JOB NO: 22-06464 SCALE : AS NOTED SHEET NO. W P 4 UtIRORAICKA-Mm Mounting Bral (10 Q +112*x+l12'x2-12' See Anchor Schedule soft 1f2"Di&A32SGalv. as T Ifialk3ely-11XIIIIIIII117119 Screws A A/C UNt Bottom Edge /C Urn Hurtlone Strap ( ryp . Typical: 3 in front) V d Front C:mss Support (May be cut to W) Left Bracket (16 Gauge) 11114 Self -Drilling Screll Thru Brackets & Back Cross Support into A/C Unk Bottom Side (Typical: I each skk for hurricane use) 4 Nuts _*vIlk trim-&-un sourtaillons, am 8KK Cross Support (May be cut to W� Right 81admt (16 Gauge) Florlda Departimorit of Business & Professional Regulation Pop I oil Building Codes and Standards lzfl&ml Product Approval Application Detail 296 Easy" D�Puldw mm awwkmrw coraw LidaML4.Lt� oubfnftw FICAppranAll Approved sma Afflonall, 2020 SM.d VaM PrOdOds, ft Michael Graham hemns. P. N-0 P.E. Lease Sawden P.E. 12MS" 121180020 1212SM20 APpr-d Canadair. amiatrad Concentrate (677)44143$8 PE-73775 (31WI) 300-1$00 3ubcuow - products Introduced as a Reaultal' Ir Intodistro'bointoorn New Technology comillier. Mmh.* Evolu.S. R W torn Florlds Registered Arthli"t we U:4mand Florldis Pralesmahal Engineer Aggeoved far UM _Mad! 1, RVM 2wggLt= §..btt EMNLM I #_15141(�511 01"" Not Function Flood And Vilrdlethon V.4 1201112023 Yen Yen MIA -1001-100 2 S_dWM Me* #1840-611 Dual F .. 11. Flood ad Vndflort Vrnt 12031112M Y. Yet MIA .100AWO 3 ahladvalt Mode: 1111" in:ulated Flood YOM izollfzms Yen Yes MA 4 S-dVdM Modal 41540-1121 in Leated Mood Vant V31120215 Yen Y. MIA :110,1,IDI I ODA 00 5 &MdVW Model 91540 524 IWpol; Carlos Door Flood Vent I 2KI114=3 Yet Yen NAA NiA SMV#M Modit 01540 57 view w4ml he"Isiod Flood Vom 1 Z31)m Yen Yen MIA A -100 100 7 &mnvent tied&: #1540,574 14.51laud: Camp Door Flood Vent l2dI/2= Y. Yen NA WA go mm xxom smiamm Reviewon 2010 Droxel Metals. loc. Cagoe": Roofing VA"*Wr. Moral ending campownes, "had: e�olue" Report "In 0 MOM FoligesmsdArVII&W of a Licath"d Florida Professional Won., Florida Department of Business & Proloadelardoll Regulation Building Codes and Standards Product Approval Application Detall room janar, shures" Z60hary R. Fred (WZ303-1511 PE 74021 treating ONWOdOn OGIC ICONS, DMC ISM. QMC 1155. DMIC 2905, ONC, 5V Pop I oil 113412921 go go asopwKlw QIft lwwdmLa YNWNK somm EW&hm=a bulum agn Laws SiMud" P. E, 08,16,21120 owsrAn oenwozo 011=020 APPreved (334) 300-11100 QWNWAAUMU Approved Per Use AMWONd for LIM 1m= 22" In HVMZ Outside KM Ataga Pn�re lV3102023 Yen No NIA +(*180 Florida Department of Business& Professional Regulation P"2of4 Building Codes and Standards 1/25=22 Product Approval APPHC*tlon Detail 41111111111 A License Validated BY va;ldgw ubmem FK-up V11 A2proyed status Revision 2020 Therma-Tru Corpor"an serve jasparson Lyndon F. Schmidt, RE Ryon4;!=P.E. 04116F2021 11213112= OV22=21 Odo&=l Approved Catiefory Etterialt Doom ($OC) $43-7828 PE43400 (613) SubCatingialy. Shimaing Edenor Door Assemblies ginalmeentilItoormorb. Compliance Method: EvWwabom Rapartfrom a Fords, it"Budoned Atolidect or& lJoernand Farida Professional Engineer giallsiLANallaM AnargIandfarusir Approusailarillas trideact Rial" Me In HVHIZ 911111111191 RMU= EUMM 1! ..r 1 bor4basle and Smooth Nominal S&#3Q,'6 &quatIrriPactl6quot, Opaque 1126142M No you Y" N/A Composite Edge Fiberglass SVI. D-, (Insouino'Culanving; X coroguretion) 2 b. Therma.Tru Fiber-Ob"c end Smooth.3bor Nominal S&"9.8 llolua�lrnpattll Opaque 12t3la= No yen Y66 WA Composite Edge Fiberglass Single Door with Sideltails) (Intivonal0whavans; XO, OXw OXO confeurotiono) 3 L TheirmusI Fiber -Classic andl Smooth -Sus, 12131/= No yen yet NIA r=6 41g= 0 or vothout Sidelines Prem4nalOutinvino: )0[cr 0)0(0 com ralic, 4 0. Themia-Tru Fiber-Clasetc and Smooth -Star No= SM6 1116quotImpoodquat; opaque j2i1311= No Y" yes N/A Composite Edge Flbwglxa Single Door (Inswirg-Outowenil X o"guration) 5 a Thermo-Tru FibarZkosic and Stratictir-Ster Nominal 66039.0 &Auotlo"cfAqLpK Opaque 12f3lr= NO Yee Yes MIA Campaign Edge Fiberglass Shield Dow vAh Sdelb(s) XO, OX or OXO conflouroloms) a f. Therme-Tru Rlaw-Chatmic and Smoolh�Stor Nominal SSWO Opaque 12/31t= No Yft Y" WA Composite Edge Fiberglass Double Door Won or Wthout Skielfts prievilrelOsubsI XX or OXXO configurations) ThOrn-st-Tru Fiber-Glimsto and Smooth-Stor Norninal $Sup3Bd liquatimparolSquot Glazed 12ralr= NO yes yes MA Composite Edge Fiberglass Single Door (in .. 010."; X 8 h . Thenron.Tru Fiber.Cbsmo orhil S i iontl Sbnr Nominal S&MS &quotinmett4wt, Glued 12/3lr2= No Yen yet NIA Composite Edge Fiberglass Single Door afth Wallets) XO. 0Xor OXO configurations) 0 i Therma-Tru Fiber-Cipasix; arld Smooth-Egar Nominal S&N3e8 liquotimpactisquot; Glazed 112131= No Y" Yen, MIA Compooft Edge Fibothilloas Double Doo(Wth or swftut Sidefiam OnsamnolOublavving;)OK a OXXO -figuramons) io 1, Therms-Tru Filber-Clessia, old Smooth,211thir Nominal zusm'o &quoI;Imp%hfiqh=azsx1 12131r= No Yet, yes WA Composite Edge Fiberglass inglis 11 it. Thermus-Ttv Flner-Clossic, and Smooth-Stor rl=.) -loZO6 i2r3lr= No yes Yes K/A Components Edg*FIbsvgIsso Single OnarvAth Sidelist(s) OnevWnsilOul"no; XO, OXor OXO configurations) 12 1 Thormon-Tru Fibor-Classic and Smaoth-Slof Nominal 8&*WO l6quotIfflauctlahapt; Glazed 1121310M No yet Yea VA Composite Edge Fiberglass Double Door Will or vothout Sidelong Omomroloutrmng: )%or 0)0(0 configurations) 13 m. Thormon-Tru lelber-Classic and SmDoth-Star Nominal 86411P.6 11,quotimpactl6quat; 014W Molded 1201t= No Yoe Y" WA Open Compoods Edge Fiberglass Single Door (IninuingrOulinving; Xconfigunstion) 14 n Therma.Trut fter-Chmah: and Smooth -Star Nominal 590139.6 &quotlmWMqk#4 Mand Molded 12MI12022 No yes Yen VA Open Com a Edo I 0 1 end Mia in I'd W= XO. OX ar OXO owifeurvu.n.) is a ThormotTru Fibet-Clossic and Smooth-Sbor Nominal S&Mg Aduotl minactliquit Gland Molded 12131/2= No Y" Y" WA Open Compoore Edge Flooigionto DOU1310 Door with or vnWhout Clued Molded Open Sidefirust IS p. Themne.Tru Pitiou,Classic and S"=IhJkw Nominal 816030t,611loquolUmpactfiquot; Opaque 112*1121=1 No Yes Yen WA Composite Ste Filloonglants Single Door moth Moldod Open Sidelits(s) Onswing/Outpoing: XO, OX or OX owifigunaidons) 17 q. Therme-TN FIber-Clissalt; and Smooth -Star Nominal S&Md &quoOmpaclAcluot; Opaque 1213112= No ym yes MIA Composite Edge Fiberglass Double Door Will or without Grand Mailed Open Sidelift" (InsWrig/Oulawhill; XX or OXXO Configurations) Florida Department of Business & Professional Repletion Building Codes and Standards Product Approval Application Datall May 27, 2022 PRODUCT APPR20VAL SPECIFICATION .-SHEET (2o22) � - As required by Florida Statute 553.842 and Flodda Administrative Code 913-72, please prcMde the information and approwl numbers on the building components listed belowif they will be utilized on the construction project for which you are applying fbr a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS lTherm IFIber-Classic IFL20461.1 A. SWINGING aTru and Smooth -Star (NON -IMPACT) +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star QMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FLI 5332.1 - FL1 5332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/1412026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne-Dafton Series 8000/8100/8200 #1123 (16X7) F L8248. 10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Sedes 800018100/8200 #1124 (16X7) FL8248.11 +34.41-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries DiVslon of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors F Ll 1537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 6500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 C. FIXED MI Windows and Doors Series 185 F Ll 5349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 F Ll 5353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26120256 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardlePlank Lap Siding F Ll 3192.1 - FL1 3192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit F Ll 5272.1 - FL1 5272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum SoMt: FL16544 R5 + 54.2/-54.2 psf 7/30/2023 C . OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko (1br Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/2912023 Plyalass USA, Inc. (lbrnie Roof) POLYS71CK TU MAX FL5259 NtA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12131/2024 Lomanco, Inc DA-4 Exahust Vent F Ll 7202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boml Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V F Ll 7679.1 +0/-180 12/3112025 5. SHUTTERS A . STORM PANELS Global Protection Products GaNanized Steel Storm Panels FL1 5076.1 - FL1 5076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels F Lal 7869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A . WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Ile see chart B. TRUSS PLATES ITW Building Components Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 -Alpine MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1213112022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 111 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels F Ll 774 NIA 5/2512024 The products listed below did not demonstrate product approval at plan re%Aew. I understand that at the time of inspectionof these products, the following InIbrmation must be available to the inspector on the jobsite; 1) copy of the product approval, 2) AP P U CA NT S IGNATURE DATE Poplal 14=1 Low= am au Dammam a& mm YMMO INN&OM Denied NWMMd IV INWWA &&mum FIC AM Approved Am" pol"Aslon 2020 POTIndonrle. Janis llt�* Aftrall-Dd. BOCO - CER newri-onde IlCOO - VAL 1111VA20 I OrAW20 ilr,4rA2O Approved Caktgory,, Itowar Doors J941) 48"iGG ties) 315.25so SulaCdoel Snake Eklarlor Dow Assomus. I-owsklappadustaut Compliance Mltwd: OVIRM" More or UNng 9WALANUM AntrandlarViss AngrAdfWUO mm 229M net, 1, Flying 0,11old, M" ballosed Platinum ob! *,I at P". T) Vkri sides Ob" Dow Yet Yen Y. WA Florida Department of Business& Professional Regulation Pogo I ol Building Codes and Standards 1=022 Product Approval Application Dotall gaft Perot or none Pandina 20 I= version marrulacturier Contact: WgM &UbMMkd M AbbmvW Approved Amu Revision 2020 Therm&.Tru Corporation on Sit-* Jaspotgon Lynd In F. Schmidt PF_ Ryon J. leing, RE O7Q3= 0 IM 2rA = 07129=D 10113rAM Approved Category Exterarr Doors (aGo 8"7WS PEA3409 (913) 7074MM SulaCialoodry. 9hinging Eideft Door Assembles Al"Woonothermatruca Compliance 111141116d: Evaluation Report from a Foride Registwool AtChled a a Llolhiald Florida F"ohmalonal Engineer A= gift TI-9 Name :��Msoicl Product Description CQnb*OExpireMen Does In HV Outside HYlHZ "Inj Pressum and Smoth-Star Nominal 00113ROSQuatlimpactilquol; Opaque 12411r2m Y" yes Y" VA Composite Edge Fiberglass Single Door (Insving/OutoWng; X carftiorshon) 2 b. Therrinst-Tru Fiber-Clathiii; and Strica"tar Nominal 6&M.6 "a Impactl6quot, Opaque l2f3l aQV yes Y" Yen NVA Composite Edo* F%rg�18114 Sh2le, Door vAth Sidelito(s) Oran0lip(Owbrourio: XO. OX or QXO carrh 3 o. Therivai Flaw-Clatiallo and Smooth -Star Nomlnusrl%;�s aquCtImpacularuol; opaque 1 V3112= yes Y" Yen WA Compo" lEdge Fiberglass Double Door vAth or without Sidalltain (Irainvin,99)ubovire; XX or OXXO conflow"Mums) 4 d. Tharra-Tru FlInw-Cloost and Smooth -Star Nominal a&M.0 111,quotimpacillutual; Opaque 12i'31121W yes yes Yen VA Composite Edon, Fiberglass Siriole Door In tomnil X configunation) =.a.. 5 Themn-Tru Fbw-Clasmic end Smooth.8%, N.7 0 Squakimpecellquat Opeclue, 12131 r2C= yet Y" Yes WA GO Will a OX0 conflournificrat) 0 T Thermon-Tru FiberZissok and Smooffi.Star Nominal 811,103SO 1116quatimpactiluluot; Opaque I 2j3 I r= Yen Y" ym NfA 00" vat 0, ===h; 11 )0( a r 000 ,Ag.,.o .. ) 7 g Themna-Tru Fiber-Clessic and Smooth-Stor Nominal 64#391.5 squat Impactikilluo% Gland 12131MM Y66 Yoe Yes, NVA Compo" Edge Fiberglass Striolis Doar (Insvingiclunnewing; X cordligurallon) a h Thorma-TwFiter-Clessic and SmDoth-SW Nominal $&At*.$ aquotImpatilliquat; Gigged iWl= yes yes yes WA Composite Edge Fiberglass Single Door %ft Sideft(s) onovAngitOutowng; X0, OX or OXO Carol! ursdant) 9 1, Thearmse-Tru Fiber-Chossic and $mootlh.Sbvr trial G&M,15 9quotimpac4quot; Glazed Mom 0 121`311= Yea Y" Yen NVA Composhe Edge Fiberglass Double Dow Win or M"I'lout SkWIWO (IrosvInWOutinvirlig; XX or OXXO oonNumillons) 10 1 Thernmit-Tru rlbst-Clossic and Nominal S&MO &zed IV31=22 Y40 Yeat yes WA Composite Edge Ftl-0111 (In"ArrelOulavirg; X configuration) I I H. Tharma-Tru FlberZloral and Shroolls-Star Nominal &&'MO &qu(*Impect&quM Gland 1 ZF31 r= Yes, Yea Y" NVA Companies Edge Fiberglass Singlis Door .4th 3dolks(s) OnervArsiOutwWrig. XO. OX or OXO conflourallons) 12 1. Therrhil FlIber-Ohmeac, and Smooth-Mor, Nam Gland 12alr= Y" YM Y" NIA m==Impsct&quot cc ang Double Dow Wth or Wthout sidwites (Iminvireloutievvirse M or O)w corrho urations) 13 m Thermal Fiber-Conshc and Smoder-sbar NOM1641 g&9V,8 IliquotimpactIllquot; Opaque 12131f= yes yet Yen WA Campbells Edge Fiberglass Single 0001 Will &quotNbn-Impoot&qUot� $Wall*&) 'In 14 In ThAmno-Tru RbarZkosic and Smoodh-Ster NXI 12f3l Y an Yes, Y" WA Complaints Edge Fiberglass Double Dow Win &iquot;N�11mootiolliquot: Sidelftes (ImoMrs/Ou"re; OXXO configuration) is 0. Therma-Trul pillw-Clamens; and Snexi"tar Nominal S&M.0 Squotimpectl6quot; Opaque 12131 Yes yes Yen WA Composite Edge Fiberglass Single Door vith isquotNOMI 0 n v eA r V 0 u it, 15 p. Therms.Tru Flner-Clatialc and Emaoth-Stor NomInal "M,0 &qucKImpacKqurA Opaque 1201 a022 Y04 Y" Yet, NfA Composite Edge Fiberglass Double Dow vain Aquothlon,impactAch"011; Sidelfts (InsWriglOulavuling; WO configuration) 17 q, Thatims-Trii Fibw.Cl .. ic and Sm-th-Sh., Nominal 6469si IlquatNen-Impexeliquist, Opaque 12J31 Yen Yen No NIA Single r C. Doo, no X Ur"ofl) on:raft Flinsigiz rienOtMe ioqwgstN0h-IMP1CfiAU0IZ IS r T'herme-Tru Fition-Classio and Smooth-Stor Nominal 0031 Opaque Compoft Edge Fiberglass Single Door sath 12/311= Yore YM No WA ilreirmInGlOutirMing, XO, OX or OXO o* 10 9. Therman-Tru Fiber-Clossic and Smooth -Star Nornmal S&#V;S&quotNon-Imp@xd1quot Opaque i2j3l rAn Yon, Yen No VA Campolift "a Fiberglass Double Dow Will at Wthout Shelter; (IrowrInVOUtOulng� XX of OXXO Configurations) 20 t, Therniii Fiber-Clasok: and Shnooth-Ster Nominal 6&#X0 �.quot;Non-lmpsatftudt Opaque 120,31-aw Yen Yes No NVA Composite Edge Fiberglass Single Door (Insving/Oubleming;)(configuration) 21 u. Therrivit-Tru Fiber -Classic and Smooth -Star Nominal 69M.0 l6quothlorl-Impactilloulot; Opaque I V31 r= Yea yes No WA C we OX0 cofulta"Rational, 22 Th-Tru Fibar-Chassi-ol Smooth-Shir Hemmer Qpmq- 12t3141021 Y- Yen Nb WA compoeft edge Fiberglass Double Door Win or Yulthout Sidellbom (Intowgunculovino; XX or OXXO configuratons) 23 w Thermal Filler-Clanuic end Smooth-Ster Mammal S&MA Illoquothlon, IrripaclAquol; Glond 12414M Yen. Yes No NIA Composite Edge Fiberglass Single Door M X=Qu "r'V= 24 Y Thomma-Tru Fiber-Clauslea; and Smooth-Stor N� =Iquol; Glazed 12131/= yes Y04 No NIA CIO Door voth azp:(".� or OXO QDrifligundloralt) 26 y. Thermal -Tru Fftwar�Oosslc and Smoolin-stor Nominal 6032A 11,quotNon, InVact&qucg; Glazed 112`31r2m Yet Y" No MIA Composite, Edge Fiblarg4aho Double Door Won or Without Sidelfbas (Irahving/Outinving; XX or OXXO configurations) 26 Z Therrins TrU Fibeir-Clessic end Smoft-citin, Nominal S&M:O IlIqUall Impoldlullue, Glazed 12ni= Y" Yen No MIA Composite Edge FlIparglow Single Door 0 muoilne/Outswiril X oandliguradon) 27 ze. Therman-Tru Floar-Clasusio and Smopth�Slsr Nominal B&qM;O IliquatNor, Inningattialuot Gland 12f3l*= Yea yes No MIA Composite Edge Fiberglass SI Door with ) =Z' R:)V'n#1OvtsWngrX0,OXwOXO n 24D z1b Innamma-Tru Fiber -Classic and Sri xxill -Star Nominal 30311,0 Aquothloin-limpaclAquol; Glazed 12131/=' Yang yes NO N/A Door vAth or ,r=* no, )O(or 0)0(0 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approwl Application Detail Pagel dr2 W2011 92111 error, - W1 a" lists, Panama A" I= Xm= mamd1amm GRIM xamom xwmw Agaggild FACA-M-1 ligiologam #I" Rohision 202D M! ViVidows and Dom artint afts"a'" Luis Roberto Lomas Seven ht UrIch, PE 1002=20 iQQ&2D20 10JI0120" 121"1312010 Apereved Camoorl Exterior Deals 4717) 395-33DO P&M14 fTIT)31T-8454 VACKInglari 3110m; Extelor Dow Assanblot bsitfinpro.Wd.corri Compliance nomock Emkilloon, Report torl a Flodda Registered Arctiftot We Ucansild Florida thol EiIslin.. fiman4m anal Amman Anonnotillottlito Asteroidal far Use IBM 22M lKt literearefillum ==UM1NUMSGD sasmazwKiagiRm in HYME cubme gym Bids" I SERIES 420 ALUMINUM SOD OXO '20141024 NO Yes No NAA 146.1"quat:X61houct; NON -REINFORCED 2 SV::GS 420 ALUMINUM SM SERIES 420 ALUMINUM $00 OX XO.)0K '20112024 N. Yen No WA SSLQ.d�sl0AQjQt NON-RWNFORCED 3 BE ES420ALUMINU M SW REINFORCED SERIES 420 ALUNUM"M 300 REINFORCED OKO 120112024 No Yen No IVA 145-314&q.oixMNkq�.t; 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMMIUMSCID REINFORCED QK 17J31=4 No yes NO N/A XO�)M9%qit:x:dWu.t; a SERIES 420ALUMINUM SGO REINFORCED OER1158 420 ALUMINUM WD REINFORCIEDYM IVM)2024 No Yet No MIA 1436ALW;xgG&quct: Florida Department of Business & Professional Regulation poplarl Building Codes and Standards IOW=l Product Approval Applicatiort Detall GM am" am gat goLhom go in Varilain jilmaha= Catad - - VAIMEad 61 MOM "Mai PAC AMIVd AowftM am R4WOM 2DZQ Wire-0.11oh.. d~ OrOvWhd.d Door [).are Kaman j" v, acting Jeffirwy P, Arneson, P.1 10112/2020 0al2ol 10=020 12tifir"20 Approved corponalite C"o) 763-6121 P"1?37 (904) 02i-32W Category: Shusirlor Down dkorifflonfirwayno,defthan.c gtbC4MWW. Buthhol Sirtorkir DOW ASOWYMIn am Caffs:1112halue Mdhod: RVIllualtan Rease ft" a Florida FraillinomdArdhItoot a a Limited Florlds Professional Engineer anhw w me" Product Description IGMFI=Dg, In HVIII! Outside NWZ lisommid transient =111oat 001111200,111105 "ON: Max saw. i 41"W Max height Glued No Yet Yet -31.001-35.00 available In me or inhhhhodidit sontlam. 10 600"100111200 #1123 1 04M MIK voille. 14649, Max height, Glooding 12131=3 No Y44 Y" -30,0043.00 avallable in top a Intermediate station, I 1 11000,15100,0200 $1124 166009; Ma vAdh,. 14M$r. Max holold. Glazing 12MV2021 No Yen Yen -34.40A3&30 eftl*Ao in "a of timmadiste ending. Florlighl Department of Business & Proll'"onal Regulation rep I oil Building Codas and Standards W2021 Product Approval Application Detail SAO gnaw ar go an Dole Pending am mm xum ammogm QMUFL )Dgdlbm xilim #MOM LIGARomni ABQ%M a" RovsIon 2020 CardesCivislonalAAW Inc. Tarn Refidy UL LLC Tray Bishop. P.E 12M01201%) i2MV2020 12i2irA20 Approved Cologair. Eleanor Doons 041, 414-2513 i954)*4r-ONO Illubwastor. Extemar Door components IM.rdkM.Mgbioy.00 Complaints Memo& cenuftarow, will or LMMO m rmtrg=gft in NYHE atm" 47. 787. 717� and 647 Single end Palm of Flush, Glued. and L-4d show "a point or Yet Yet yes WA Doom hollow rl"tw doom Florida Department of Business & Pnofessional Regulation pop I Uri Building Codes and Standards Product Approval Application Dartall 920 111rdifit ar ME 2ft Data FW%d a" V.W- an"'ce" ramm xdwm &am= LDL&92" Agaomd no,'Ason 2920 Mi Wridows and Down Broat Srinagar Arroolon Archrodural saven M. Urich PE 11/17/2D20 11/17/2020 W2712020 Approved Coleow.0"dowl; 1711) 30&3300 Manufacturers AISWVJW 1?17) 3174454 lubColisgory: SInee Hung balingerilliftd.com camproarom goachils* Corelooden Mark or Using 'iloommadjoulat agwastimum kill& atom Product Doardatiorl Candred lbadmillon bam In HVHZ outside �w amilams plassums 2 Is$ SH S2x72 FloiFlorip Frome IGM Skipit Huno I WOL=3 No yet No -$01-60 Lornhated Glass Cn -Cu > 2 CL o 2 CU CU CU 72 C-n -0 0 c 2 c- CU = 0 .0 U- %4.- 0 CU > Cn .- Cn -0 a) 20 E " 42 2 C:L -0 ".02 . ag Cn 25- < Z Z W mi c%A 2 L C= CZ M Lj C-4 CC__0 lie w 41 -Cc 40 C=1 al, to 7. CZ- c: 0� C' Cn E =3 Clio CU cu 0 > L CL 0 0- 0 L_ W "mollmossalf L) cu M F- 0 CLU CL W < Z _j SHEET NO. PA 1,0� Florida Department of Business& Professional Regulation Passed@ Building Codes and Standards 10022 Prativiall Approval Application Detall 228 bower 20 21K Daft Istridinks 2da I= veralan Allummki gaam ftalmurALIcants XMOM129& XMWMMM illialm"g loffiCiAnsirsommil Approved Amu R-Wo. 20M Thw�T� C above jupernson Lyndon P. Schmidt A E Rye. J. King P.E 1010712021 0911862D2`1 ICY1342071 12misr2m APP-.AC Calegfory: ior Door* (OR 843-7029 Pi (813) 7074666 $UbCMPrf. 6"ing Examnor Door Assemblies spinopersorwilithemnatu.00 opsiniffianoar more": ewwwri Rostoortfromis in Florida Registered ArchkW or a Uceirwill Florida Professional Engineer 0-11tv Askinvan AREWWASLUK ARRMMIMLft IMM 20= ProductOncrintloah cont-met �rbwft ft" In HVHZ outside HVMZ AMNOM Prossurs 1 AL Themin-Tru Flber�(�31vswio end Sursomoth-Star Nominal 6W*8 SquMNon-ImproAquot Opaque 12MII= No Yes No MIA Composite Edge Fiberglass, Single Dow (InvWrigiliOuboming: X configuration) 2 b, Therimmi-Tru Flifer-Chookolo and Smookh-Star Norninal 6L#*,8 ImpaoAquot Opaque F=ibaftlgos i2t3If= No Yet No N/A r,o to Edge Dow vft 9= on"4ingiforlowng0c, OX or OXO oonfiguraflong) 3 r Thernia-Tru P know-Closolo and Smooth-Swi r Nominal "#X;S 944rotNOM-Impoolloquot; Opaque 121311rM No Yet No WA Foloskilloss CorMosdis Edge Doutyle Dow vft or VAth0a SkWitd$ (InVA4r#MtPM#IQ; XXCf OXXO Cornfiglurations) 4 d Thsmnm�Tru Fillow-Classic and Smooth-9tor Nominal 7&0*0 fteratNon41romadquot Opaque i2;311= No Yes No N/A r -ompoeft Edge Fiberglass Single Door (Iftsmingrourtim"; X cormokhrow) 5 AL Therma-Tru RwCummic and Smoodr-Stor Nominal ?&"PC 6quotNon-Impool1quot; Opaque 1213111= NO yes No MIA Composite Edge Fiberglass Single Dow with SkWWO) Onsvefrig/OulkavAng; XO, OXOr OXO a f' Thernwrru Slier-Clatolo and Smooth-Stat Nominal 61100N;06quathlo�lmpaotfiquot, Opaque 12MI0022 No Yee No MIA Composite Edge Mbwgim tkingla Door anvy'Arisioutwivil x0twitiourstion) 7 Q. Therms-Tru Fillimer-Clensic and Sinimad -91w Nornismal 9&"@;0 &quotMon-Impodlep Opaque 12131r= No Yes No NIA Ckimposies Edge Fiberglass Single Door Wth Sidelike(e) 0msv4r9?OusvAng; XO, OX of OXO =164,quotKon-Impactliquio; h. Therms-7n; Fiber-Clavoic and Smooth -Star Opaque i 2al r2M No Yet No NIA Composes Edge Pre"Ift Double Dow vM or wenend smfts (Irl&Mmwouwmno; XX or OXXO wrifiguirsitiont) I. Therma-Tru Filamor-Chmovir AM Smootlk�ftr Nominal U00:8 &quotNon-Impmd"uot Glued 12/31 QM Ile Yet No MIA Quimposims Edo* FIllowalsomw Single Door anowngfoutwift X oorillaunsdo") 10 J. Therma-Tru Fn*r�C"Wc and Smooth.Ster Nominal 5W39;8 &quOcNor_IrnpwJ&quot (31- 12131r,20n NIO Yet No MIA Composhot Edge Fibwplm Single Doorwith SkIoK9(sQ tImaA,1na?Ou*Mn% XO, ON a OXO configurations) 11 k ThernsmTnu and Srkwounf�Smmr Norninal 85M.8 liquotAlo-4mmect6quat; Glued 121111/m No Yes No NIA Otimposits, Edge Fiberglass Double Door vaith or vNiout Sidelflou tinen4nigiOutwhang; XX or OXXO configuraillons) 12 L Therma-Tru Fdow�Ujpmsio and Smooth-Stor Nominal T&M;0 Aquodflon4fripsolisAuot; Glued 1241= No Yet No NIA Ockirponwhe Edge Filliftest Ongia Door ononemwoultorwris; xComiginavan) 13 rn Thammw�Tru Fib-Clasouc and Sencolh4ft., Neenimil 7&*%;0 &9uotNon­1mpad9quck, Glued 1203100V No Yee No NIA Oom= Edge Fibsegiess Single Door Wth Sidell (a)Vh*WrqfOutsWng,XO,OXorOXO =11:0 14 ft. Th*ffmTru Filow-Cissolo and Smoorth-Sew &quotNon4mpoedkN* Glued! 12)3lr2= No Yes No MIA Composite Edge Fiberaws SINOM, Door 15 o. Thorff*Tru Fiber-CWsic and Smood -Sw Nominal 6&M;0&qu*tNon­Impwot4quot; Glued 12AI= No Yes NO NIA Coripooft Edge I'llmorglass Single Door Win Sidwhis(s) 0 novkInakhrommorw )0. OX or OXO oonflquestorkol 15 p. ThermaTru Fibw.Chmfc and 9, th-Stor Nominal 5A=;0&quotNoro4mpw1Squcc Glasked! 121310M w Y ft No NOA Coivmft Edge FIWVim Double Dow WON or Vothout Swelites prumoonwoutiormw )0(Or OXXO Configurations) 17 q. Thermse-Tru Fdow-Closgic and Smooth -Mar Nominal *UWAftotiflorrimpectfiquot; Opaque 1213irM No Yes No NIA Compoolle Edge Fiberglass Single Door Win Transom (InsisinsfOulmoing; DIX Configuration) is r. Therms-Tru Rbow-Clawk; AM Smwth,9w Nwitirms 69430;8 &quottlono4kirpooSquot Opaque 421SV= No Yes No MIA Composite Edge Filow9hows shrill. Doo-ft SiderOW.) Arid Tranworn (Irommireg/Outmohigi ODCO: Of0X or QjOXO AorAgurou" 19 a Therrew-Tru Flove4laux; and Smoorth-Ster Nominal SUMA6quothlon-Imps.oSquot; Opaque 12131/2= No Yet No WA Composite Edge Fiberglass Single Dw with skwws) 0"WArispoukishowift, XO, OX or OXO 20 t. Themns-Irm Rber-CUsslo, ofid Sriwiolrh�Sker ContinuousHomadand011ocreffifundia ) Nominal 880W,0 eq Non-Impeaduquat Opaque 12131/2022 No Yet NO MIA 21 22 23 24 25 26 27 219 20 30 31 u, Therm&Tru Ffloar-Clawele and S mootl -Stair �. Thernia-Tru Fbar-Classio, and Smoothatr w. Tharmoo-Tru Fflher-C4omslo arid Snhooth-Stair x Thwrr&Tru Fdwaas* Arid Smosoth,911for y Therms-Tru FlearZIsoolo and Smooth.Star z Thimins-Tru P ber-Clowit: and Smoolt,49tar za. Thernia-Tru Fber-Classio Arid S. rood -Shar rb. Thormb-Tru Fiber-Closek: arid Snitioth-Stor No. ThormwTru Fiber-Chavoic Arid On food -ftr zd. Thwarmor-Tru Fdomr-Owesio and Sirkoft-Sair me. Therma-Trui FilkerClawmale and SmoothZIm, Composits Gillis Fiberglass Single Door with Sidisse(s) OnsuhralOvIonning; XO. OX a OXO Oontmuous Howd arx! Sill Configurations) Nominal 6SXM.$ Glued Composite Edge Fiberglass Sligow Dow with SdtAbKQ QnOWMWOUW*": )(0. OX or OXO Continuous Head " SM confiauradoW Nominal =; 0 6quakNon-IMPUMQuot GIwAd Compos" Edge Floerghomms Single Dow -ith Sidalray(s) Ononsingfoutomming; XO, OX or OXO Continuous Head arid Oil adirligurab") Nominal Wiles &quotNQn­ImpsCAqVOt Opaque Composite Edge Fiberaissor Door Panels YO Vanted Odislitimmis) OnwoonsiOutivenfil XK M or )VJM configumatigno) Nominal 84M.0 14emotNon-Ifinioulkliquot Opaque Compoo Edge Fiberglass Door ParwalaWlih vented Sid*Ws) OnvnehngkiOu"� A )DO( *0000( .onfig-tOns) Compoeft Edge Fiberglass Door Panels; wft V*nMd Sidells(s) 0n*vAngr0ubmwh9;)D()0O(w)O= wonFounition Nominal Glued Composite Edge Fiberglass Door Panels Wen VenW Sholallike(s) VnIoWnWOUVAsong: XK )D(X or XXKX corwriguro4oms) Nominal GIVz@d Composite Edge Fiberobw Single Door with 30W, 0 Siddikeh(s) 0mineingifOulavarar, XO. OX or OXO oonflaurations) Neuritis I 551IM; 0 &quot Non-lopwA4utik Choked Companift Edge FiCarl; kne Double Door *0 3WN,.0 Siddlo" onvesinglOutoromrig; O)Q0 Configuration) Nominal SUNM &qt* Nan -I tromolaquot Glazed Composite Edge Fiberglass !!Xngia Door wok 3V*rD 0; , OX or OX0 =`=:0&qu*tNon4mp*os!MpQot Glued Composite, Edge Fillisialsom Double Door with 3sA*k9'0 Stolelfts (Inshho4foutseving; OXXO conflourall Nominal 7=9,'O Squagilhon-ImpectIkK4 Sholeor sarkahmc�.mpovii*E-d Olw*dFft lawfOrkpi. Door Y& or %ehout 1=2 Sidolj.) okormniglOutswing: X OX.)(0 Oro ow%urations) 1 2f3l/2= No Yet No MIA 12J3lrZW No Yet NO N/A i21311/2= No yes No NJA 12f3l1r= No Yet No NJA 12131r2= No Yet No NJA 1213t/2= No Yoe No MIA 121311= No Yee No WA 1 W111f= No yes No WA 12rJl/= No Yoe NO NJA 12131r2= No Yes w MIA 12131rA= No Yes No MIA Florida Department of Business and Professional Regulation Building Codes and Standards 311512022 Product Approval Application Oetaill FL#5250I-R31 22" anjmtz 20 20 &Kum 1(21L Version Manuflicturer contact laft" yjUjIMM Validated Submittla Pending ARproved Approved Revision 2020 POLYCLASS USA MouryAlperk License John W 110080020 10=020 fK 12/15J2020 Cartagotir. Roofing S954233i33OSmaIpedQpo1ygIass.corn Robert Nierrieven Knezervich, PE Aawww SubCalegory: PE-59168 (954) 772.e224 111011rd021) Undodayinfelits Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Floods Professional FLA62IMS1 Engineer Products am guamyA� Adommadmir Use rooduet MoM, flumber or Hum Produa; ALM Am ON- A%mmadjamm NBERW_ litusall IF_-wut oadw lilwo-sure 1 Polyglass PAW Underlimento Rooing undihirymarto 1101292= No Y" NVA #WA/-M.5 1 Polyglato Red Underlayments (HWIZ) P*gIAmsA roof unalwaymento lor U" In FSC IM3= Yes No NIA NVA HVI4Z judadiders. 2 ftlyptasollitool'Undedaymerts(norn-HVH2) Poinalassrowunderfaymente,truseir, 12/2v.=3 No Y*$ VA -NIAP=4 F110 non-HVKZ jurlodkidons. I Polygla" Root Underkyrnersts (HVHZ) P*91aso noor undeilayffloritil for til" In FBCIMV= yet No NIA IWA HvMZ jude"Orsom. 2 Polyglot" Roo Unde"ents (n*n-HVK;* "fakismaruniforlsyments.foruwain 12123= No Yet NIA -NIAI-M.5 M n*rk­HVHZ jutim"ons. 1 Polyglass Roof Underlsyments ffVHZ) Pollyglairs roof urelodaymento ft use In F5012f2 yes No NIA NIA HVHZ juredictooks, 2 Isclygim Roof Unde"ents (non-HVFM P*gim roor undordayments, tf use In I Z2Y2023 No yes NIA +Nbv-=A FBC non.HVHZ judwshottions. I PoWass Rod Undeftyroserits. (HVHZ) Paiyalass rod underial,"enti for use In FIC l2/2V= yes No N/A INVA HVHZ jusiodkitforms. 2 Polyglass Rod Undeftyrnams (rkan-HVHZ) Pos"la" rod liffidedwrifents, for use in IY2V= NO yes NIA -NIAI-MS F9C non­HVKZ jurisdictions. Floods Departrowrif oF Gusinnirsis 9 Profesteonal Reguiatlefri has I all Building Codes and Standards 1011=1 Product Approval Application Detail ga Mahar - am AdLftaft Aaa I= HIMIRC Illanuhmaturer Corked bduxAMmu Validated By milluM 1180 Afeagaval Anjourvad 2020 Mnrak me, Erin Walton Ice fivikludon service, LLC lee Evelublon Serviva, Can 112021 OSA00021 CAAWM21 Approved C41*9W. Bruce"[ Components vispask-owas I.I.C. SubCdowsr. Twom Five. snooldereardiourn (M) age -Dom ComfiollanCe Method: Evolution Report "in a Pro" Rviduallon GnIfis, aWNIAMAKM Alsba" for use Awrowad for Use tow Riew laroduat IllodaL Number or Am Product Deftiflodon In MvNZ oLdgib KM Aida= Premiums I MiSAM: 1: go. high st"Oth sun narrator plate 12r1110022 yo, yet Me'-k WA 2 WSW I om. $UPS high strength tneirk tormentor Palo 12M1*022 Yee Yam MIA MIA a 111 Is 16 OL trust connihoor plate i2/31=2 Y" Yoe MIA WA 4 wriaws It am. highthaskialk, Cussoommed. plate i201rj(d2 Yee Yea N0A MIA 6 MT2" 20 OL hip strientim am" owned" plate lv3i=2 Yoe Yee MIA NJA a TLIS "I" is ow owes mrsdar Pat. 12411*022 Yee Yee MIA WA I TLZO. M720 20 OL IN" parnadar plauss IV3142011 Yes yet MIA PJA Florida Department of Business & ProllAssimell Regulation Pop I off Building Codes and Standards 10=1 Product Approval Application Dortall sub DA9 11111 Door lasindlima mm verwan Mummaiza Codaff bwmw a 1.1coname ywkmkd my YAL&W mumiguld PVC AAOWd Abliftemed am" Afflo. lon 2020 POTInduatiorhas Jan. Rae..* 141ar.&D.O.6000-C1911 hilarni-Oade SC00 - VAL I1jxMzO 11106=20 'IlAirA20 Approod Company, innnamse (9011),4118-0101) (760) 315-29110 11LArCaNg..r. aftess Hung Iroviendialpondowlet. Garraillonew MdbW: Corklillodon Mark or Liking Orr amo.AU� agummuffAm A-r,,dfU, kw" 11saw aw Product MoCIAL Isobar Or Books 11,11611119t plaffladw Contrast aspiration Come In MVIkZ At" RodaMt PINWAM 2 SHOM (Long. 14mall. brqmid) V" "Is Wnq 11Mnd- 47*04?o2s Yee Y.. Yes MIA Floods Department of Business, & Professional Relaulatiorh Building Codes arid Standards INMI Product Approval Application Detail r" Sam DAN a" OdLem" 20 vmrw- Meadium Canted kinds- A Lj_ Vall"ed No, jaiijklams, imigualliki FOCA-arival A,,f,-d Affirindlon 1020 PDT IsduAreso Jons Roswell I'Mantoode acco. Cap 1,116mi-Deds OCCO -VAL I 110 VA 2 0 1 11MM20 11 A i rIV20 Appivned Caresser. VVIM4� (041)4813,000 (?a$) 316-200 Sulicawspor. Fired IrcowslOOogkxWWoo,c compunnes, men"! cwmta. eArk or uw,g sm ANA Ift Wdom Mum.1m in HVINK ou".6 H" hassurs P k I k I 5 120 (L.,p Missile I.pokk %`mq eft!_w 0440,702111 Yes Yes Y_ MIA Fl*ft Dsparbiront of Business & Proftswilonal Regulation few I Uri Building Codes and Standards t*=i Product Approval Application Detail GM knew, a Does pendL-A a= son2om QNM immeasm F&CA-,,d Kw000n 2020 jormer ksomile DAIldis PMdWft Ific Chad 014FOo V. Andrew T&A jakinsomanC.P.S. 01AI&M 12(1412020 owwan Clap ?Be Appp Cemosexr. Panal Wallis (909) 546-aws PF1111882 (352) 38?L2526 sulleconsparr. Solks ewomncs offfio* Evolution Roper! torn A Fto*b4RIOSMMd*Chftd We UCWOd Florid* PrOft.1.111 E1101410t PmductOoM.Nmbwarlkm CWdlhrA�r� Asmarovedforlilso Askowevad far Use promised Damnation Re* In MvHZ *Utd" HIM bm 2Ltm Rule" Pressure I Campl.als Lap Siding libeir-Comm"t I.p sidnq 125141023 Yee Yom MIA MIA 2 HdvPlmk Lap Soling Illove -of I.C.1cling 1213VIO23 yes, Yee MIA WA Florift Department of Business & Professional Regulation PAC$ I Uri Building Codes arid ft ridards 100=1 Product Approval Application Detail 20 Intkv w bk A" Oaks P-d- illiks Mae Vershan alawmatim COndamet godonLiumu xddd" Ydkd limmulud FAC A-evoil humnd a" Rwmsm 2020 TAMKO Building Products LLC Komi Soon R004nmwftw John W, Knon4oh. PE IWO= OQrjw= ICA712020 12M&=20 Appiesmal Category. Raven; 1417) 624-96" I'M5911111 (954)?n-em Undoorl"d, karn-admorrillownim, Corn cm0w" msdw* Palwaven Room hm a frodall. Anogrolared Arah"ect we U-sed Modds Professional Enginsoh, A" hdd Owmadisdoo 1. kvill oulkedde Am proammure I TARMWMKOROCI derlayrrionks(KVV) Rodundedonewarli forums or Fee HVI-a 0&=1123 yes NO NiA WA 2 TAMX0 Root kiftelfloymeords, i14ON44VHZ) Rdu,dftymwht,1wu..hF0Cn.4AAQ! OSC1912M No Yee MIA WA Floods Dspertinaint of Etusiness A Professional Regulation Pop i all Building Codes and Standards Imun Product Approval Application Detail Quit tray an am Chdo Forkdrea an LM IKM uximom 2mm D)AUKAU� xammim kdio" Muggligam Fee Anwinnid X&A Roviskon 2020 Lannon. Kabirs Janky James L 8.61mar. P,E. Minoan M. LOW. PE 1112sr4m I WW"20 11FMO20 Ono FSC AW, cal"Cer. ROCNIMQ (50i)W3-6163 PE-31242 (717) 3174464 asoCamearr. Ranong Acomissarkes, roof AM, an kisfieVelornwheoehm I siogrof Pan of the Ronan p Simmem CONA1111102111 Mdhgd: ISAIIIIHM A 110m. Florida Registered Ardiftell a a Licen had Flords praimformi Frearkmer AammWfWUM Affibravad ft Un lauxed 20M a" amamulouLAUUWAUIA= noteAmigma 2RIkalAuLgLvaRu in MIAMI! ourfooft MwMz mamm am" I Dook-Alr� DA-4 or TRI, WIN Dock -Air 04-41 Lam Pro"., Pdyp,.Wi-. Peak. RodVart iwibws No Yes No -0?."71 khoonankamly Awned to Pivenmal Dock. Porlds Department of Business& professional Regulation Peaks 1 at I Building Codes and Standards 10M22 Product Approval Appikation Dataill 926 Infitif or Do ad, 2&NZIA" 20 hn Variffigir likassufactim oorftat Inginew&I.11oanse Validated my Validated Sohmftd F110 ADOMY01 ApOfOV6d lotwision 2020 All American Shuttere"Ghaw; mkelealtiw Frank L. Serfroordo, RE Tray ewm. PE. IUMD20 IWV2= 11AW2= 12/1 V= Appro�ed Cossory Shutam; (SM)7124M PE-00405419 (954) 947-0980 subc~rf. Storm Panels mikeWltunwicanshufte OompfimmMeMod: EvaluationlitramPthama moom Florida Registered Anclifteit Or a Licensed Florida Proliessional Engiormer ProdudINGdal. Nuftimaroarihignio Product Dmri2gM Contract Expirminvon Acksonevadfortais ApplawalftyUkas OM In HvHZ 04two DnMft HVHZ Realkylan Pronam I 2*gs Calverumond Steel Storm Panels 2492 Golvardwal Steel Storm Panels iW3,1114M Yes yes Yes NIA Floods Departnierit of Business & Professional Regulation Building Codes arid Standards Product Approval Application Detail Page I of 1 404=1 ga EMN ot mail am Dwom pondl- Mat I= Version mamrwwyw Cooled bum"LAIAM Validated sm VWlddld Mumil" PIC Approvell An am Revision ZD20 wenerrhomomw Froto SaIderin I0CevsIuad-Sw*o.LLC lown Lehrer. PX. pzom�i 1011=20 02103021 Appriosid Category awwwwComponeft (251) 9"73 (808) 630�32411 S�bCdW.r. erilloweirad Lumber Comphareme NdhoM eViddion Report from A Prowa Evioamewn ansky QMWUA� AK= use AMMUK" W" 2h" losioduck omwmon owned Sminiffillon not CNAMMI, HY14Z Mal= PMUM I Memo" LVL Lo"*WVo- Lumber 0=2= No Yes MIA MIA 2 Penalom PSL Pe.ki Shound Luftw 03t3l=3 NO yes NfA MIA 3 TinntivIlVeAd LSL Larnkform! attend Lumbar M102023 No Y4. N/A WA 4 TJR" structure! Component Lwftror Orlented8trand 0301=3 Ask, yes MIA MIA board Film &*no 5 Vininnarhaesseerflinracard Doomed stand Board Rom 8C.rd 03131=3 No Yee MIA WA Florida Department of Business & Professional Regulation Pop I of I Building Codes and Standards 10=1 Product Approval Application Detail Little Enter or mi 1111111 am PMUIM 111101 I= ximm MIMIKOM CAIIA ANINKAMUM Xadium xwkm SAM= LW.&MMA AIMMM mon Re'AmIChi 2M MI Iftfifirdows and Docro ertntakillnow AmeficaftArOWUFW Slow at UrIch. PE 1 Omfir:1020 1=11,7020 IDMQI= Approued CKOQW. "40" 01r)3fid-3300 011-1saturare Associfton (71r)31r-8454 "Catolikein Hotwital slow b*vkgorohd� 0"flaftes NWholt Certification Malk a LMM9 GadMV Alimmuffinat Amw,-d fork that Approved W Use ukam malhar ar No- bggldAWAM" IL= 2wmk= Boom &� innife Framer 73.821n.khdQlm. OWL-2024 N. Yee No 15wo Floods Depernent of Business & Professional Rsgularton Pop i of I Building Codes and Standards 10=1 Product Approval AWnestlon Detail rab lwka go a" QALBMM am I= V*Wm mwvAfwwm carmeat fi�dmw&U�D )mail" md"Ad jilliskilail F&CA-rovid Apmwd NSA R-mah 2D20 MI Whdowrl imcl owe Armed Mishear Wls 9 Loms% M Renhan, M. Won. PIN I (10(ka" to/06,20ZI i4mmob) 12M5120:10 Apprwwd C*.@OW Wind*" (117) 385-3300 PSW14 (717)317."64 OACM.pryp Mullen corrollion" owed Lwar R4pwt from a Fields prolerwrioned Engeen. A -vied far U. agasubso" SMENAAakdwaaa Lai= Outside Irm RUN" &us& .east me" Nmhwwm� 111,04 Vorshol Al -In.. Mullion i2MV21*41 0. Yes Yes WA Floods Deparhent Of Business A Professional R*pMm PW202 Building Codes mid Standards 100=1 Product Appwysl Application Detall sm Emw Awl 211 OMPOOCIM 21M Mtn 3wim oNadmum 22mud smooKAI"M mmid" yi4d" filibulagal PIC A-rovid A,&,,,d Mum AlrAsh. 30211 Make Mck Th-.p- Lyd.P.Gd%.k2,P�F Joys. J. Kk% PRE 0211YA21 0211 5=71 02f=021 04n3M21 App-.d cammew Panel W.41. (330)922-2389 P943409 isiz) 7u4sm subcdoge'r. Sm nth-peankmahoid- C"Il�Ndhod: Evaluation ftlpod from a Floold. atglehired,44heodor a Uvar"d FIONA Professional ffinonton, Ammonites! ft, U, Ammo-d for Um. bad 2WM 426-0 Produce Viodd. folusbar or Name proollow asoommoboon aso In MVMZ awbod, Mvwt assistant Pre"Wis I A. squoi.2174qualt Sale Vera or SCIO1,11hy Sons 1201=3 too Yes we MIA 2 t, AuquatAlftace T4&qm: aoM vent w soold vision a" 1 V31=3 NO Y82 NO NVA 3 c. 4,quotAr4atirlour Vinlogo Smooled"N: vent a Solid vw Sam I Vi1=3 NO Y46 No WA I d. Lividt.1=41unt Soft Vent or Sold Veto Soft 121111=3 No Y.: No MIA ,k . dq�dtgha* Ok&Wcc Solfil V.,t�adidvkoww I waa:13 fus Ye ft. WA 4 C &qVdt;$upmT 69% Vent�6didVWSaft 1wir"s N. yes No MIA Florida Deportrinent of Business & Prafasolionsil Ftagubbon Pop I oil Building C4doks and Standards 14=1 Product Approval Application Detail AtIll gnaw a I= mu" mmobibm CAUL2d buimKklkmm FZQ A-,,,W RNMSW 2020 I.M. Th. opois, Inc. nibs Tiompson Architectures Tony Christman zed" R. pilesk Martin M. ". PE O9M7r?O2C 02MGM020 Cluma" 12n VA20 APP.Vd MaW.Co"wiy4TAMCq 413)2411414aa P&T40121 (7M31r-8454 Catersorip Roo" tanytip VO.Anamom lualoCasolloW. RoArNi A;000swW that are on Immoral Pori ofthe Floolkno system Compliance Nominfook Evskjollion Repork Vom a PI*4ft Registered Amhftd or a Uoiremso Florida Prokukernal Engineer Austria Asourarboa Pjn*Mfwuot Approved for Use Awl 1, King adwdLmm "IN= emen I TAMCO Fit Top 011,1449s, Vem wlh NSA lar Tie 20 OIL INC rWV$dMW ANA bass OM402111 Yee Yee MIA WA 2 TAMCQ Qvixforrook Vend 20 osvmogo No Yee NtA -O�L!5215 3 TAMCO off -Ridge Roo(Vant with Balk :L 20 a. date roofvonfilalar won integrated beffir 0amm yes Yes Nhk WA 4 TANACO Round Top ON-RIdge Vont vft Saft for no 20 pa. ddo roofv6dW*r wft Carlo 0900112M Yes yes MIA NOA Floods Daloorkinent of Business & Professional Reguiation palsies Building Codes arid Standards 1117*021 Product Approval Application Detail a" MA ROAM" no in vanshon amidaskin Codad Somin-ALl- Validated 61 IWW" Stalauld PSCA-,,d Ama-mod! ReVISMA 2D20 Ahead Roafing AndWW ROW 1&Pw Uniform Reellu.b., GWyWW*IkV 1 110=20 IIA=20 IIMWM20 AppreAd C41folloollin pooling (600 380"1 Servion I.I.C. (205) $64-0160 lubCasigarin RoangTal" PoriAndersommewful on campow" 0~! "umilan, R.Pd two Rodurt "usaw E.*/ Anweved for tin Awrand far use UM 21M 14.4ti ? M.L.401114. WW"Y MR el " In MWkZ Guilveds MVMZ jimmaiM fWalkis is 0 V. 10 1 Q 0 E Me I I h Ru"Ift, co I 2n, No Yee MIA HJA Tholah Aampi Impact 17 Samory, WO - Okb. Shako A mv 900 snake Flat Piwiffle - Moslem CA 12 tll I QW 0 No Yoe WA MIA I Saxory NO - 0.1s, same. Amp; 9011 Sh-ka Fisk Profile - Alollv� CA i2/31=0 No Yoe MIA N/A I Sammy 700 - Oaks. -Mare &mmp� Side Shako Fee PhAls - Sloonon, CA i2r3irloito N. vs. NA NIA 20 o OP sm. 8@;:&� Fisk Wallis - Risk. CA i2131=0 No Yoe MIA MIA V To on0ho'n"a"Vomp: n1wromilans High Proof* - K*Iy'TX 121312020 No Yes MIA MA 28 VNIa L- R.N., Koty. TX iwaiam M Yee MIA KJA Floods Department of &Wnm & Professional Regulation Palo 1 .11 Building Codes and Standards iffiam Product Approval Application Detail Quit Order or a* Side am phrothe an .b= WWI awdom amm XoQtWLLUBM 1990" xwma almadw Fee A -.a Ausiou Am sterviaom 2020 ANN- Quad L.O. lee Evaluation 4orvies, LLC Woman M. *w1wi. PI ioaim2o 1(V22W2D 41ASQ020 IMVAM AOPV4d Cameleer. Stru.1hnnal Cerrep-al. (32l)?1O-S377 (4071661-ID17 oubcallogary: rhmas Rahoof Compliance, Neffsell, 6iolustion Reoport liven a Produal Ral.moon EnIfty QualftwAseemernme, Aoo"r"d far Use Aawavoilfarume, larbass DW- Promoter Model. Member w Name Product Description Cmrmiamwmtimbit In HW OL"tl*WAR mummill Paramount I M 800aidpine Higher Shonall, 4H &a-p: 8) Metal Ce"llester %to iVS112024 Yes Yes MIA WA 2 ITW 800440no Hhat Rim% metal Come" Paw, 124112024 Yee Y43 NA NLA 3 ITviscGookoksellutex WWI cornwor Plate QF31)2024 Y" yes MIA MIA 4 17WROWA10.1hoo. Most comm." ft. 12131/2024 Y. Yes MIA MIA Floods Deportment of Business & Professional Regulation Building Codes and Standards Product Approval Application Deftall PRO I Vf2 00021 go Entity ar, go au ameomindwor MR jum V,,In Eximisaue conlied, 11sholn-AWraw, Validated a, VANdalts! Subvillmod A,-,W AM-flon 2020 Alpha Aluminum 1114 jobs Net WIN R. Lomas Stwah M. UNION. PE IIAI=o 1V1&'Z)2O 11410n= Approved Category: Formal VWII (an Wad2COS PIE-62514 4717f 31144M &*Qgtw.v: $am .1phoolurrimarnince"ho Cowpilwt Bodied; 112valikodkin "'Port"ma Dow Flords, R.Illotmeed AchW or . -sed Rarlds Phohimitesil "maer Aparowd for Vat Aborawad for Use I=" WIN alamLowri" In WVKZ 2AN64M SAWA" rmm w"rilm" in ISO d 6 0 n =V: VAN ed Alu m 10 9 m So IN 9 Alpha Alurfilmirn Solid &Mkko� Ventiral Alurnsilim OTP210=93 No Yes No WA CIAU Samp; Wwd 8dw emu samp: wood Floods Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page I of 3 11550=1 921111 gross a aft on net pindm be mm x1gau Manufactures idam" XdW" malleamg ?Me juaggenew ARKWO Sol 140,45ion 2020 AN Widens end Door wandstorg. Ash.0-Arehlboodural ShAnAn AL UVICh, PS 1 V220OCIO 1 if== 1112=20 Apoc.4d comfiraw. wondows, 4717025.330a ho"uhroemara Assookollon (?17)31?4454 "Cafkagarr. Road tnifflingshernferd.00rh Com011ame Method; Cortiflawflon Mark Or Usoll xam 2990 am Product ModoL Number er New In MVNZ outside HYMN! fillaw lorwasuris 1 106 PvV 73. 72 Inswalfd al.. 04=023 N. Yes N. .6wo Floods Dspaft*rA of Business & Professional Regulation sporlarl Building Codes arid Standards 1411=1 Product Approval Application Detail ZEN, I BRXLK 21A am 2dLrADAM no lul vieworn yxwk= saam valid" aw ABAM mislasaf PVC AMOM Amomwd jma Afforrallon 2D20 PoT Indiana; Joris Rowrinild h4arnkDoide 9CCO - CAR millor"Waft RCCC, - VAL 11,05M20 110=20 1111IM20 Appi'Mod Caloppril. Vfindasv (941)4WICO (7ae) 313-2ago subcatiew. whilms Compropfisnas NdMd: CWMCON kbfk A, Uoleng on, awatA� AgwaMLINJM AMOWAIDUM kWh" 21" it" KLah, a am Prod" Dhemudw 99mmdmmkawobu ln)tVkIZ O"d. MYNE sagam Pressure I forAIlDoomandkVin4ows, Aluminum Miullons 0&12W28 Yee Yes Y44 N/A Flood& Department of Business & Professional Regulation Building Codes and standards Product Approval Application Detail se".1oo 111102011 ram easier or am no aimj%aam go mm Varmillon maigidailux Qldm awaaffAliam VAN94d am Ydhmm auggiM PAC AOMW Aspinwall Nam RO%4$W 2020 am UNMIOIS"h flathert John WL KnoravLoh. PE DWM020 OM21020 100=020 121%?w Approved cotefforn. Rome (600) 7410-34111 Pr�00106 (1014) 7724224 BuIkCaftgorr. Asphort airmon mohonewoorkh cpanisuareme odbod; evolustion Report from 0 Flodda R"Isterod Awlifloot or a Wanted FIONG professional "noor hamirwyed far Use 219M her HVINZ 21,111111111.= Ismanommunt GAI'AloneskIftorahlairin Fit"*" (OUVNWNO 3,01). Wronged. 54ab end I Z"41=2 No Yet MIA MIA him! ..Phan "Go. sm Tvas version xanv*tu Rwalon 2020 Flasida Metal Prokknals INC categiesin Flowing ftKaksiatitor. Nosing manamemorift that -a a integral Pail ofthe Raising "m Compliance Method; Sndoakn Report from 0 Flodde R"i*Mftd Archlbool a. 1.10insed Flofld. Professional Enflonear AMWA*ALftoMft am& agoaLmatLawhKaLam s 3- FLAMOO 64M:RV 10 MOP Vonl&quol: Floods Department of Business & Professional Repletion Building Codes and Standards Product Approval Application Detail POP I off 14=1 mmft w an 2u Curepandris 21112 Conrad 11rodaw ALUDOW vvtadw um V.11dotd SLOI.Mo PAC ARWW4d Approved INA C4014 Jones Jim" L. Buc"f, P-E41 at~ ML 1.111,01. PE owrA20 069s'2020 1OXM02D 12MOMM Appe-d (9041763-8400 CRUCK Enkii-the 1717)3174454 PE-31242 gmmL6AmmK ARKONUALM &NMMUKJN tam ROM - I MvMz no No Florid* Department of Business & Professional Regulation Building Codes and Standards 1*5022 PF*duct Approval ApplicAtion Detall raft I I Entity or 2161 20 219 Pe"dim M --ghat mate %%rwm limmulsourreor gum ami�r & 1.1comse Y&Dddmm YW N Amia AND Agersal jimultaiii, W Revision 2= Global Phoill Prod^ I.I.C. Tim Reftraon Wallmrm, Till Jr, P.E John W. KA49606h, PE 001011rZIM 0111108/202D 10mirl= 12MW20M Approved cat"w shutters (064) OW7548 PE-44107 (964) 772-8224 subsom"fit. Sam, poursis tim.rabinsomilliglopeacinin oomplism method Evaluation Report from a Florida Registered Arohbw or a Licensed Florida lordomusional EngineeM QwWkAUU= AgaMnAbUM A AW RAW a-01 Product Model, Number or Namit PMOUMD*wlotion Coofto ewraom aft In HV+e "toward Fmasm 1 20 Gaps Galvanized Steel Storm Ptr*kMVHZ Corrugated GalvouNtod Shimal Storm Ferrets retakned 12131MM Yes Yes Yes NVA or not by Wooke to prio�id* hurricane protection. 2 24 Gass Galvanized Steel Storm PanWsJNHVFIZ Oomuo&W Goiniftbrowl Sh"I Storm Ponsills retained 12131=2 No Yes Yet NIA of not by tracks to provide humeoree prossoon, Florida Deportment of Business & Prolossionall Regulation page I Sri Building Codes and Standards Product Appeovel Application Detail am am Ch" Miles XKWE sumajdm 99111 20MMLAIA= youmm xdwm Miludgme Fee A-mi &ANUM SM" R"Won 2020 CWYVTW4191 cona*w Rdw 011is SaMN61A.Groilintarg John Hoy iW61:1020 lzmwm 121=020 rare Fee Appin caskow. Measured CA sm am (61 of PL�34245 (352) 5611-5311 SLOC.94coir. Prodats Introduced as a Result of Orwassiadeveyh.- Is- T.M.Ockay Consider" Method: Musnon Report from a Floods 111.21olowd Arohilort . Ut.-d fo.dda, QWKWAUNMO Ammus"Kgu haummvaLft oma am ou *D"MoiuLthm*WNNBM QWAMIMIMamaa in Nita! gouLLW aulaw proosen I Quality Rao= Or commands Concrete, Products Rocket And Prestressed Conome, Untele (NIK2612024 NO yes WA WA May 27, 2022 -Cu > 2 &-a M LQ2 C�L (:)- 0 cu -0 CD -0 0 0 0 a 2 5_ q M C: 0 .0 4- 0 ICU > Cn (D 0 4-we 0 CL :E W ICU -0 1.102 . a CU -6-0 Cn CX. z z w Mj C%& I K C`%4 -w L 93 C= ca CL a= w CL. ivime .T C, 4j as -V 45 0 30 = C2 al 126 0 e4- E Cn co M > 0 L- > CL 0 CIA. < C-) 2- a- (D 0) CIO Qa_ F- L.R. ICU LU < Z z SHEET NO. PA 1. l� -Cu a) > 2 0- Simpson Strong -Tie 2020 F8C Approved Products For direct Inks load SST aptirovals listed below, CLICK HERK Up -*ad 12rXM20 Simpson Strong -Tie 2020 FBC Approved Products For drect or" to oil SST listed beiaw, Updated I V3WMC Simpson Strong -Tie 2020 FBC Approved Products For c&W Inks to all SST "proilds Isled below, Updated 12401MG, Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to all SST OpPrOvals Noted below, M= Updated I Zr30=0 a) 0_ o CU 2 For Information F1011160`9 OtSIMMO Product Approval System WOMSM4)ad$Cowtymo"OrAooeptance(NOA).JWfEUCB For addlionot information regarding Ficlincles Statewide Product Ap _pMM "M and Mismi-Dade County Notice of Acceptance (NOA), CUCK KERE. For additional NaMetlan regarding Florida's Statewide Product Approval System and lVismi-Dads County Notice ofAtiospitance (NOA). CUCK UES For additional information regarding Florldss Statewide Product Approval System ancl Mem143ade County NO" OfA006ptancs INCA). CLICK HERE, additional 11"21121nill Cn FL#23a&gi FLIM0446-R$ FLNI 0456-ga 11 HUS, HUSC series hangers Face-mourrit hangars available In widths ranging from I -SW to 3. CC -ca 9110" and heights ranging from "IV'to 11". Concealed flange AW Product Description BEA Product Description Product Description version (HUSC) available for models having vAdth squalid or C) 0 1 Titan Stainless Steel Concraft Masonry Screw (TTN-SS) 1/4" diamerter Titan stainless steel masonry screw 1 A21. A2 , A33, AM, A36, A44 Angles 1 Eff, BTB. BTH Stick Ties greater than 3-9116". 0 L_ 2 APA21, APA4, APA6, APVA21, APVA4, APVAO Outdoor Accents Angles 2 OMST1 2, CMST1 4, CMSTC1 0 Coiled Straps 12 IUS series hangers Face -mount Insurgem available in widths ranging from 1-71W to 3- a 3 APS44, APSOR, APVB66, APB06R. APSN, APSSOR, APBI U1 0, APB1 01 OR, APVB44, Outdoor Awards Post Bases 3 C814. CSIS. CS18, CS20, CS22 Colied Straps W8" and heights ranging from 9-114" to 1&'. .0 LJL FILS0511119-M APV644R, APVBM, APVSSOR, APVBSB, APVBSSR, APVB1010, APV8101 OR 4 CSHIP18, CSHP20 Coiled Straps 13 LOUS.25-SDS, LOU3.83.SDS, LGUS.25-80S Face -mount hangers 0 '*_ cc 4 APDJT2A, APDJT2R-4, APQJT2-6, APD0211-6, APVDJT2A, APVDJT2R4, APVDJT2-6, Outdoor Accents Dock Joist Ties 6 CTS218 ComprossiorivTonsion Strap 14 LU24, UU26. LU28, LU210 Faos-mount hangers CU C) > fig" Product Model, Num bar or Name Product Doscricition APVDJT2R-8 6 DSP, SSP, TSP Stud to Plate to 15 LUC26Z. LU021 02 Face -mount hangem -0 E 0 1 SDIO112DBB Outdoor Accents Connector Screw 5 APHH46. APHH4SR, APHHO10, APHHe1OR Outdoor Accents Heavy Hanger 7 H1, HIOA, H2.6A, HS, HS, H7Z1 His, HISS, HIS-2. H115-25 Hurricane Ties Is WS series hangers Fammount hangers available in widths ranging from 1-9/1 O"to 4- CL 2 SD9112, SOM2, SDIOI12, SD10212 Strong -Drive SO Connector Screw 8 APL4, APL8, APT4j APTO, APVL4, APVLO, APVT4, APVTS Outdoor Accents L and T Bearn-tD-Column Ties 8 HGT.2. HGT-3, HOT-4 Heavy Girder Tiodown 518" arid heights ranging from 3" to 10-1511 V'. 0 CU CL 3 $DOI 12SS, SDO21 2SS ftong-Drive SO Conneckir SS Screw 7 APILH24, APLH24R, APLH20, APLH2OR. APLH210, APLH21OR Outdoor Accents Light Hangers 9 H824 HurrioarieTis, 17 MGUS,63-SDS� MGU5,25-SDS, MGU5,50-SOS, MGU6.02-SUS, MGU7.00-SDS face -mount hangers ca *-, U) 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22868, SDOF221014, Strong-DWe SDCP Timber-CF Screw 8 BVLZ Stick Veneer Ledger Connector I D HSS2-SDSI.5, HSS2.2.SDS3, HSS;2-3-SDS3, HSS4-SDSB Heavy Stud Shoo 18 MIU series hangers FAce-mount hanger* available in widthr. ranging from 1-9/16" to 5- SDCF221134, SDCF221334, SDCF271958, SDCF272358 0 CBT2Z. CBT4Z Concealed Beam Ties 11 HST2. HST3, HST5, HST8 Straight Straps 1JS" end heights ranging from 6-15r18"to 19-11T. 5 SOCP22434, SOCP22512, SDCP22614. SDCP22700, SDCP22858. SDCP22912. Sitrong-Oriver SDCP Tirnbar-CP Screw 10 CJT3Z. CJT4Z, CJT5Z, CJTOZ Concealed Joist Ties 12 HTS116, HTS20, HTS24. HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS25, MUS28 Face -mount hangers SDCP221 100. SDCP221134, SDCP271400 11 DJT14 DackJoisl:Tle 13 HTS01 OKTZ, HTS020KTZ Heavy Twist Strap 20 SUR, SUL, SURC, SULC series hangers Slarwed face -mount hangers available in widths ranging from I - 6 SDHR27400, SDHR271314, SOHR31400, SDHRS1614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 UFTA Light Floor Tie Anchor 9118" to 3-0/19'and heights ranging from 3-111 f!"to 13-TW'. 7 SDS25112. SCS25134, SDS25200, SOS25212, SD626300. SDS28312, SUS264121 Seong-Dirrve, SDS Heavy -Duty Connector Screw 13 FC4. FC6 Framing Clips 15 LSTA9, LSTA12. LSTA16, LSTA18, LSTA211, LSTA24, LSTA30, LSTA36 Straight Strap% Concealed! flange version (SURC, SLILC) available for all double 2X and 4X modeft; only aculls, flange is oonceallsol, SDS25500, SD825SDO, SOS258M 14 FWANZ Foundartion Wall Angles 10 LSTI49, LST173 Straight Straps a SOS261125S, SD825200SS, SDS26212SS, SE)S26VOSS SDS263128B Strong -Drive SIDS Heavy -Duty Connector SS Screw 15 GAI, GA2 Gusset Angles 17 LT820, LT940 Bridging 21 U series hiangers Facie -mount hangers evelable in widths tongim9from 11-9110"llic, 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Flocir-to-Rocir Screw 18 H2A, H2.5T, H8, H1 OA-2, H1 OS. H1 4, HGAI 0 HufficanoTies 16 LTS12, LTS16, LTSIS, LTS20 Light Twist Strap Or'sind halghisrangling frorn2-5/8"to 11-1/4" 17 HCJTZ Heavy Concealed Joist Tie 19 MGT ModiurriGirderTisclown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MSTOO, MST72 Straight Simps FLXIDQG7-ge 10 KBSiZ KndwBrace Stabilizer 21 USTAR, MSTA12, MSTA15, MSTAIS, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FLXiON7-R6 20 ILS0,1.60,1.70,1_90 Angles 22 MSTC28, MSTC40. MSTC52, MSTCSS, MSTC78 Slisight Straps AS" Product Model. Number or Name Product Dascirliatian 21 UC154 Post Cap 23 MSTC4883, MSTCOMS Pr"ent Straps §1" Product Model, Num bar or Name I ATR318, ATR11Z ATR5/8, ATR314 Throaclod Rods, 22 LS30.LS60.LS70,LSOO Slialwatile Angles 24 MST12e, MST13e, MSTI48, MSTISO, MST172 Straight Straps I BA series hangers Top flange hangers available In widths ranging from 1 -9/1 V'llo 7- 2 ATUDS, ATUOfQ, ATUD9, ATUM2, ATUDO-3. ATLI D1 4. ATUDI 4.2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair ftinger Connector 25 MTS12, MTSIS, MTS18, MTS20, MTS24C, MTSW, MTSSOC Medium TwIstStrap 1/0" and heights ranging from 7-118'to W'. 3 BP3/8-2, BPI12, BP112-3, BPSI&2, BP518-3, BP314, M/4-3, BPRTU03-4 Bearing False 24 LSSJ28LZ, LSSJ25RZ, LSSJ28LZ, LSSJ26RZ, LSSJ21OLZ, LSSJ21 ORZ Field AdJ usable Jack Hanger 20 NCA2x1 0-12, NCA2x 12-12, NCA2xS-1 0, NCA2K1 0-16, NCA2x 12-16 Bridging 2 DOBF series hangers Top flange hen gem avollob Is In widths ranging from 3-516'to 4 CNW318, CNW112. CNW51S, CNW31A, CNW6/8-1/2, CNW3/4-&8 Coupler Nuts 25 LSSRI.81, LSSR2 1. USSR137. LSSR2.58, LSSR210-2, LSSROO Field Adjustable Slopeable/Skervisiblai Hanger 27 RCWBI2, RCW614 Wall Bracing 118" and heights ranging trom 9-1X'11c, 24"� 5 CTUO56. CTUM, CTUDOO, CTUD75, CTUD7e, CTUD77, CTUDS7, CTUDW, CTUDO7. Coupling Take -Up Device 28 LTP4,LTP5 Tie Plates 28 RPSIS, RPSM, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hen gets available in widft ranging from 1 -1 12'to 3- z CTUD98,CTUDOO 27 ML23Z, M-242, ML282, ML28Z, ML21 OZ Angles 29 RSP4 Sliud to Plate Connector 518" and heights ranging from 7-IX'tc, 2C, 6 N3. N4, N5, NO Heavy Hex Nuts 26 MMH8 Rod Tie-Dowrl 30 SPI, SP2, SP4, SIPS, SPS Stud Plate Tie 4 DGHF series hangs m Top flange hen gets available in widths minging from I -W4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUO48, RTU05, RTUDO, RTUD7, RTUD8 Rallicheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie Sffl" and heights ranging from 9-1/W'to 24' 8 TUD9, TUD10 Take -Up Day" 30 MMLU20, MMLU26-2. MMUU28, MMLU28.2, MMLU210, MMLUI211, MMLU139, MMLIJI311 Face -Mount Hangers 32 SS1.5. M.5, SS3, S54.5 Slud Shoo 5 EG5. EG7, EGO sense hangers Top flange hangers ovalliable in widths ranging from 5-1/4" to (I. 9 TUW36 Take-UpWasher 31 RBC.RBCP Roof Boundary Clips 33 ST9, ST12, ST18: ST22, ST292, ST2122, ST21115. ST2215. STO1215, STIS224, ST6236 Straight Straps 718" and heights ranging from 11" to 32-ItZ'. 1D URS3 318" Uplift Rod Run Teclown System 32 RST-3 Roof Tie-Oown 34 TB20, TB27, TB30, TB36, TB42, T845. TB64. TB56. TBOO Tension Bridging a EGO series hangers Top flange hangers available in widths tonging from 3-&&' to 7- 11 URSAI 112" UpM Rod Run Tbdi System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectom 35 TW810, TWB12, TWB14 Well Bracing 1/4" and heights ranging from 11 -111,6"Ito 3Z' Z 12 URS5 SA" Uplift Rod Run Tisclown System 34 STC, STCT, OTC, HTC4 TrussClips 36 VGT,VGTR,VGTL Veriabla Pitch Girder Tieclowin 7 OLS series hangers Saddle hangers evoilablis inwidths, ranging from 3-114!'to S-7/8" 13 URSIS 3/4" Uplift Rod Run Tisclowirn Sysbam 35 TJC37,TJC57 Truss Jack Clips 37 WBI 00, WBI OOC, WRI 20, WB1 26C, WB143C Wall Bracing and heights ranging from & 112" to 28". 36 Z2,Z4,Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available In widths ranging from 3-114!'to 7- 1/8" and heights ranging from I 1"llo 32'. PLX10441-RO FL#IO53I-R5 9 HB series hangers Top flange hangers available in widths ranging from 1 -9110" to 7- FL#10447-M 1/2" and heights ranging from 8" to 37, A2" Produat Made]. Num bar or NIRM# Product0siscrilotlan Ail" PrOdU011: 111601. Number or Nam* Product Dmrlilitton 10 HGLS setries hangers Saddle hangers available in widths ranging from 5-141 to 8-7/8" W 1 DTT2 Hold-down Sso# PriDduct Model. Number or Name Product Descriation I CBH2.37xS.5,CSH2.37x7.S3, CBH2.37xg.75 Concealed hangers and heights ranging from 10-1 /Z'to 28". 2 HDC1014, HDC10/22 Hold-down I AHEP Adjustable Hip -End Connector 2 DU, DHIU, DH LITF series hangers Face -mount (OU, DHU) and 1rop-11ange (OHUTF) hangers 11 HOLT series hangers Top flange hangers available in widths ranging from 3-114!'to S- 3 HDO8, HH001 1, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3; DSCSR-SDS3. DSCSL.SDS3 Drag Strut Connector; available in widths ranging from 1 -110116' to 3-9/16" and heights 7/8" and heights ranging from T-iZto 37'. 4 HDU2, HOU4, HDU15, HDUB, HOU11, HOU14 Hold-clow 3 OBC Gable Brace Conneclicir ranging from 9-1/8" to 23-115M 0". 12 HGLTVsefleshangem Top flange hangers available In widths ranging from 3-11W'to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCPI.81. HCP2, HCP4 Hip Corner Plate 3 HGU3.03.SDS, HGU5.25-SDS� HGUS.50-SL)S, HOU5.62-SOS, HGU7.MSDS. HGU7.25- Face -mount hangers 1/8" and heights ranging from I A" to 33'� a LSTHD8, LSTHDSRJ Simp-style holcl4own 5 HHRC2-2, HHRC42. HHRC42-2. HHRC411.31, HHRC", HHRC5.25/3.25 HHRC5.3713-12, Heavy Hip to Ridge Connectors, SDS, HGU9.00-SD8 13 HIT series hangers Top flange hangers available in widths ranging from 2-5118"lic, 3- 7 MASA,MASAP Foundation anchor strop HHRCO6 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-5W to 7- W18" and heights ranging from 1V'to 28"� a MPAI32, MPAI" Strapstyle purlin anchor a HRC1.81, HR= Hip Ridge Connector 3(8" and heights ranging from 5-&16" to 12-7/8". 14 HUSTF series hangers Top flange Joist hangers avallable in widthis ranging from 3-IM" to 9 PAIS, PA23, PA28. PA35. PA51. PA68 Strap-strylis puffin anchor 7 URU26, LRU28, LRU210. LRU212 Rafter Hanger 5 HHGU5.25-SDa HHGU5.50-SDS, HHGU5.02-SDS, HHGU7,00-SDS, HHGU7 25-SDS, Face-mourtt hangers 3.9116'and heights ranging from 5.3fir to 13-148", 10 PAI18, PAI23. PA128. PA135 Stap-style purlin anchor a LSU20, LSSU28, LSSU210 Light SlopeablelSkevable U Hanger HHGUQ.U"DS 15 HUTF HUCTIF series hangers Top flange hangers available in wither ranging from 1 -WIV'tD 5- 11 STHD1 0, STHD1 ORJ Strap -style hold-dowri 9 TBE4, TBEO Truss Bearing Enhancer 6 HHUS2S,2, HHUS28-2, HHUS210-2, HHUS46, HHUS48. HHUS410, HHUS5.5WIO, Fooe-mount hangers If2" and heights ranging from 3-7/1 8-to 16'. Concealed flange 12 STHD14. STHD14RJ Simpi-slyle hold-clow 10 TC24: TC26, TC29 Truss Clip HHUST25110 version (H UCTF) available tor all models having wic" equal to or greater than 2-9/1 e". I I THA29, THA213, THA21 8, THA21&2, THA222-2, THA413, TRA41 8, THAC4118, THA422, Adjustable Truss Hanger 7 HSLIR, HSUL, HSUIRC, HSULC serals hanger@ Skowed face -mount hangeris available in widths ranging fmm 3- V THAC422, THA428. THA422-2, THA426-2 118" to 5-118" and heights ranging from 4,V4" to 16-314!'. 10 HWP series hangers Top flange hangers available in widths ranging from 14ME"to 7- 12 THAI 1.81122. THAl2 06122, THAl2.1122, THA1222, THA1322, THAJ3522, THA1422 Adjustable Truss Hanger Sized for I-Joistis Concealed flange version (HSIJRC, HSULC) available for all 1/8" and heights ranging from 5,V&* to 28'. C-A 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xrnodels; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from I -0i'lly'llo 7- X- 14 THJA2S, LTHJA2$. LTHMA Multiple Truss Hangers 8 HTU20, HTU28. HTU21110. HTU28-2, HTU28-2, HTU210-2 Fawmount hangers 1/2" and heights ranging from S.W'to 3*2' 15 THJM2-4,SDS3, THJM2-5-SM. THJU28, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 11-9/18"llic, 7- IS ITS series hangers Top flange hangers available in widths ranging from I -0116'to 3- W C-4 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2.7/8'to 19-114"- Concealed flange 518" and heights ranging from 9-118!'to I Or. 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available lor all models having width equal to or 19 JS series hangers Top flange hangers available in width of 1 -9/1 Wand heights cc 18 VrCR Valley Truss Clip greater then 2-9/16". ranging from 5,V8" to 7.1/,V'. 4n oft -0 10 HU001.81/9-SOS, HUCOI.Sitil-SOS, HUCO210-2-SDS, HUCO210-3-SOS, HUC0310- Face -mount hangers 2D JBA series hangers Top flange hangers available in width of I -OM d"and heights 4%, SOS, HUC0410-SDS, HUC0412-SDS, HUCQ5 2SM-SOa HUCO6.25/11-SIDS, HLIC0610- ranging from "I Wto 13-1/8". r SDS. HUCQ612-SDS ON lu -o 4K$ Simpson Strong -Tie 2020 FBC Approved Products Updated 1213WA20 Simpson Strong -Tie 2020 FBC Approved Products For cited Irks to all S&T approvals Rated below, CLICK HER Updated 12r3W2020 Simpson Strong -Tie 2020 F13C Approved Products E" For drect Inks to @1 SW approvals Isted below. CLICK HERE, Updated 120WAV20 Simpson Strong -Tie 2020 F13C Approved Products For &W Inks to all SST aWroyWg listed below, allQLUM Updated 120VA20 For drect Inks to all GOT approvals Istod below, CLICK HER '-I For additional information regardin Floricilli'l Marni-Dacle County Notice of Acceptance (NOA4. I For additional Information rogi!�tg Florriche Stalowbo, Product Approval System and Marri-Dade County Notice of Acceptance tNOA). For additional information regarding Florida's Stallsiorkle Product Amwel System and Marni-Dads County Notice ofArceptance tN0Ai, For additional inforrinotion regarding Flonda's StBlenvIde Product Approval System and Mami-Dads County Notice of Acceptance (NOA), R 21 US series hangers Top flange hangers available In width of I -QIIV'and heights FL#1 14WA5 18 SfUBVI.56, SILBVI.81, VILSV2.013, Sil.8112,37, SfLSV2,58, SILBV2.6a, SILBVS,12. Top Flange Joist Hangers 6 SET-XP Adhesive Anchor for concrete ranging from5-W8" to SfUBV3.58, SILBV3.62: SILSV4 06, SfLBV4 12, SA-BV4.28, SA_ BV4.76. SILBVS.60 e Strong -Soft 2 (STB2, STS248S, STB2-6SS) Strong-Soll: 2 Wedge Anchor for oonCFO* available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1 -9116P'and heights Product Model. Number or Name Product Daliorlption 19 SILTT20. SfDTT2Z, S/HTTI 4, HTT4, HTT5 Holdowns deal and Types 304 and 316 stainless stool ranging from 9-SM S" to 13-118". 1 HHUS210-3, HHUS2104 Joist Hanger 20 S(MSTeO, SUST72 Sbaps 118 mil (10 go) 7 Tition HD (THD.H, THD-HMG, THD.1­1489, THD-HSSS� THDCS, THO-CSOM Then HO Heavy Duty Screw Anchor for concrete and masonry 23 LE03, LEGS, UEG7 sense hangers Top flange hangers available In vidthe ranging from 3-114" to 6- 2 HRSO, HRSO, HRS12 StrapTies 21 SP4, SIPS Stud Plaa Ties, avabbis with hex head In carbon steel and Types 304 and 310 stainless stool, or with countersunk head in carbon stool and 7/8" and heights ranging from 9" to 33-1 r2' 3 HUCQ210-2-SDS, HUCO210-3.SDS, HUCQ310-SOS Joist Hanger 22 SSIP, DSP, TSP Stud Platis Ties Type 316 stainless steel 24 MEG5, MEG7 ter" hangers Top flange hangars available in widths ranging from 5-1/4" to 0- 4 THGB2, THOBS, THIGOW, THGSH3, THOSH4 Joist Hanger 23 STC,DTC Tru"Clip 7/6" and heights ranging from 9" to 32-1 IT, 5 THG02-SOS3, THG03-SDSA 5, THGOH2-SDS3. THGOH"DS4.5, THGQH449DSS Joist Hanger 24 TBD22 Truss Grace Diagonal 8 Titan HO Rod Coupler (THD37834RO, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1 -9/10" to 5- 6 THOW3-3, THOW34, THOW4-3, THOW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDBZISORH, THDI33715813H, TH03721211H. Titan HO Throacled Rod Hanger for concrete 26 PF, PF8. PFDE, PFDSB series hangers 118" and heights ranging from 9-114" to 24" Top flange hangers available in width of 1416"and heights 10 THD5O234RH, THD10212RH) Wedge -All (WA) Wodge-All Anchor for masonry ranging from 3-3JS" to 7- 1118". FLXJI4?3-R5 2T FIR Ridge rafter connector 28 WP sense haingers Top flange hourgam available in widths ranging from I WIW'to 7- Ang Product: Modal, Number grAme ProductDomricition jag Product Dowriattion ELM6231-11111 1/81' and heights ranging O-1W to 3Z'. 1 DETAL20 Double Embedded Truss Anchor I CCCQM33. 2,SDSHDG,CCOM4.82-SDSHDG.CCOM5.50-SOSHDG,CCTQM3.82-BOSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTOM4.82-SOSG. CCTOMS.50-SOSO, CCOQIM 82-SOSG; CCCQM4.82-$DSO, ct Model, Number or Name Product Dowricticin 3 H115, HISS, 1­118�2 HIO-2S; Hurricane Tie CCCOMS.60-SDSG I AT-XP AT-XP High-Strangth Acrylic Adhesive for concrete or masonry E FLI1101111111110-R5 4 HETA12, HETA10, HETA20, HETA24, H�TA40 Embedded Truss Anchor 2 ECCLOM3.62G4CT, ECCLQM4.62G.KT, ECCLOM5.50G-KT. ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET.HP Epoxy Adhesive for masonry 5 HETA�112, HETAL115, HETALM Embedded Truss Anchor ECCLLQMD4.S2G-KT, ECCLLQMD5.5OO-KT, ECCLROMD3.62G-KT, ECCLROMD4.82G- 3 SET-XP SET-XP Hli;h-Strength Epoxy Adhesive for masonry 1W Product Model, Nurnkar or Name Product Descricition 6 HGAM10. HMO Masonry retrofit con necticirs IkT, ECCLROMD5,500-KT 4 Strorg-Soft 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry I ABA44, ABA44R. ABA48, ASUOR, ASAsS. ABAOSIR Adjustable Post Base 7 HHETAIS, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HOLIM6.25. HGUM5.50, HOUM7,00, HGUM7,25, HOUMS 00 Heavy Masonry Hangers 5 6 Titan 2 (TTN2) Trani HO THD­H8SS, THD-CS" Than 2 Screw Anchor lot Concrete Then HO Heavy -Duty Screw Anchor for concrete available in 304 =3 2 ABU44, ABU44R. ABU46, ABU40R, ABU5-5, ABU54 ABUO5, ASUOO. ABUDOIR, ABU88, Adjustable Post Bass 8 LGT2, LGT3.SDS2,5, LGT4-SDS3 GirderTiodown 4 LGUM25.2, LGUM20-3. LGUM204, LGUM28-2, LGUM28-3, LGUM25-4. LGUM210-2, Masonry Boom Hangers (THD-H4SS, ABUSSR, ABU1010, ABU101OR, ASU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LOUM21". LGUM2104, LOU", LGUM48: LGUM410 or 318 stainless orteelwith hex head. and 316 stainless steelwith 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABWSsZ. ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 6 MBHAS.12JB.25, MSHA3,12flI.25. MSHA3,5W 25. MBHA3.5619.25, MBHA3.5eVI1,25, Masonry Top Flange Beam Hangers Titan countersunk head. Then Turbo Screw Anchor for 4 A04, AC41R, ACE4, ACB, ACOR, ACES Post Cup 11 MSTAM24, MSTAMO, MSTCM40, MSTCM6O Strap Tie for Masonry MBHA166M 1.88, MSKA3,56114, MBHA3.61YI6, MBHA3.SaM8, MBHA5.6Cf7.25. 7 Turbo (TNT) councraft or masonry 5 BC4, BC46, BC4R. BOO, BC6R, SC8, BCS2-2t4, BCS2-3/6 Post Cap 12 MTSMI6, WSM20, HTSM16, HTSNt2O Twist Strap for Masonry MBHA5.5W.25, M8HA5.500`11.25, MBHAS.SW11.88, MBHA5.5Qfl4, MBHA5.50flO, 6 C844, 013,18. CBQ, C86S, CBeS Embedded Column Bass MBHA5.50/18 ICU 7 CBSQ"SDS2, CBS046-SDS2. CBSQ6S-SDS2. CBSQSS-SDS2, C[39088�SDS2 Embedded Column Boolit 6 MBHU3.5M25, MSHU3.6&MI.25, MBHU3.5&11.88. MBHU3.66114, MSHU3.56110, 1.98, MBHU5.50/14, Masonry Beam Hangers FLX16937-R3 > 8 CC, ECC, ECCU Series Bolted column cops with WI ranging from 3-114" to 9-10"and F1.1111111496-115 MBHU3.66118, MBHU5.5019,25, MBHU6.50111.25, MBHUS.6011 MSHU5,50/16, MSHUS.50118 Product Model. Number or Name Product D"ortation o W2 ranging from 3-5/8" to 7-1/2" Atli 9 0CQ-SDS2,5, ECCO-SDS2.5 Series Screwed column caps wM W1 ranging from 3-1/4" to 9-1/7'and All" Product Modal, Mum bar or -Rome Product Description 1 )(348101 MK, X1SI 016, X1 61 Ole-4K XQISI 018, XQ1 BI 01 S-4K #10-18 Strong -Drive X Metal $eff-Drilling, Topping Scre" with #3 Drill Point W2 ranging from 3-W'to 7-1/2" 1 OTTIZ Dock Tension Tie > 10 CPT44Z, CPT8SZ, CPTSaZ Concealed Post Tie Base 2 HD12. HD19 Bolted Holikiwria &MMIM 2 XLQI 141"1224. XLQ1 14BI 224-2K #12-24 Strong -Drive, XL Large-Hoad Metal Sel-Drilling, Tapping 11 EPS44A, EPB44, EPS4e, EPSOO Embedded Post Bass 3 HD3B, HD5B, HD7B. HD98 Bolted Holdowns Product Dwirlytion 3 XMQ1 14S1224, XMQI 1491224-2K Scrows with 06 Drill Point end Large Diam"t Hex Washer Head #12-24 Strong -Drive XvI Madlurn-Head Metal Belf-Drfing, 0 12 EP64Z Embedded Post Bass 4 HTT4, HTT5, RTTS-314 Tension Ties SW Product Modal, Num bar or Name 13 UCB44, LCBISS Embedded Column Bass 6 LTTIO, LTT20B, 1.717131 Light Tension Ties I SOW22300, SDW223M. SDW22438, SDW22468, SOW22600. SOW22000, SOW2.2638, ftong-Drivo SOW EWP-PLY and TRUSS -PLY Screws Tapping Scraws with #5 Drill Point and Medium Diannotter Hex 14 LPC4Z. LPCSZ Light Post Cap SDW22834 4 XQI 14S1 224, X01 1481224-2-SK X1 I4Si224,XQ`I 1 2S1 224. XQI 128122 4-2K A[ SO -Drilling, Tapping Screws with #6 #12-24 Strong -Drive X Met 15 MPBW' mpsain, MPS88Z Moment Post Base 2 SDWC15450, SDWCISSOO Strong -Drive SDV/C TRUSS Screw 6 XU34SlO1S. XU34B1OIO­5K Drill Point #10-10 Strong-Orive XU Metal $0-Driffing, Tapp" SoraAswitiri 10 PB44, PS44R, PB46, P1506. PBOOR Embedded Post Bass FL#13621il-115 3 SDWH19=DR SOWHIG40ODS, SDWHIMDB, SDWH19800DB, SDWHIQIO0ODS Stong-Drive SDWH TIMBER-HO(Sorew 17 PBS44A, PISS4151 PSSSs Embedded Post Use 4 SOWH274ODG, SE)WI-1279003, SEYWH27800a, SUIVY"271000G, SOWH2712000 Strong -Drive SDWH TIM&ER4­IEX HOG Screw #1 Drill Polrd is Psvelpsvio Round Post Be" WA I SB&8x24, SB7/8x24, SBIx3O Product Description SS Anchor Bolls; 5 a SDWS10212, SDWSI 6300. SDVV9I 0312, SOWS1 6400 SDWS119600, SOWS119712, SDViS224O0,SDWS225O0,S0WS22512, SOWS22500, Strong-Dinvo SMS FRAMING Screw Sbrmg-Drive SIDWS TIMBER Screw(Intanor Grade) 19 PC44-1 6 PC48.11 0, RC48-1 6, PC64-1 8, PCOO_ 1 & EPC44-1 0. EPC48-1 6, EPC48-1 S, EPC84-1 , 6, EPC88­18 Post Cap 2 SSTal 6. SST820, SSTS24, SST828. SSTS34, SSTS38, S91`81 OL, SSTS20L, SSTB24L, SSTS Anchor Bob SDW=BW, SOWS22900. SDAfS221 000, SDWS221 100, SDW=i 200, SDWS221 500 SOWS223000B_ SDWS224CODS. SOWS225GODa, SDWS22eaODB, SDWS2280008, Shrong-DWe SOWS TIMBER Screw (Exterricir Grade) FLOSS320-RO 20 PC4Z, PC4R7, PM, PCORZ, P08Z, PC5RZ. EPC4Z, EPC4RZ, EPW EPCSRZ, E1PC8Z, Post Cup SSTB2SL 7 EPC8RZ SDWS22100ODB JeMa Product ProductDoscrigrition 21 PPB"-4Z, PPB44-OZ Pool Save 8 SDWSM120BB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5: DS5C84O, OSSCB48. DSHIS Bypass From Ing Drift Strut Connector 22 RPBZ Retrofit Post Be" FLIIII 3MR4 9 SDWS273008S, SDWS2740OSS, SDWS2750OSS, SDWS2700OSS. SDWS2780OSS. S�ong-Drlva SOWS T I MBER SS Screw 2 FICB415. FC845.5. FCB47.5, FCB49.5, FCB411.5 Bypass Framing Flxed-Cilp Connocitor SDVVS2710DOSS, SDWS2712DOSS 3 FPHS034SIC18, FPHSD34BI010, FPHS03481018-5K, PPHSD3461214, WC-18 and #12-14 Sirong-Drive FPHSD Framing4o-CFS: Self - MU Product Model. NuMb&r or Narrif Product Downi 10 SDVVV13400 Stroing-Drive, SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34Bl2l4.5K Drilling, Tapping Screwa ICU FL#i000ra-Fta 1 CMST112� CMST14, CMSTCIO, CS14, CS116, MS. CS20,CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25. LSFC8.25, SFC2.25, SFC4.25, SPC6.25 Stisal Framing Con nector M 2 HR98, MRSS, HRS12, FHAS, FHA2, FHAl2, FHAIS, FHA24, FHA30. ri MST136, Straps 97 mil (12 go) 6 LSSIC4.25, LSSC8.25. SSC2 26, SSC4.25t SSC03. 25, MSSC2.25. MSSC4 25, MSSCO.25. Stool Stud Connectors, h&g Product Product Description MSTWS� MSTISC, M87172, S/MST27, S/MST37, SIMST48 MSSC4.25KW, MSSC6.25KW Connector I FJA. FSA Foundation Anchor 3 HTSIS. HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FILVI5363-1113 8 RCKW3, RCKW5.6, RCKW7.5, RCKW3S, RCKWG.5S Rigid Knee Wall 2 FRFP Fiat Retrofilt Foundation Plate 4 LSTA30, LISTAW, LST149, LST173, MSTAQ, MSTA12, MSTA15, MSTAIS. MSTA211, MSTA24 Straps 43 mil (118 go) 7 80843.5, SCB45.5, SCS47.5, SO11340.5. SCS41 1.5. MSCS45,5, MSCS47.5 Bypass Framing Slkle4lip Connector 3 (31,146-13. GHO-S, GH45-6, GH48A GH41 0-6, GH410-8. GHM6. 0 HOO-S. GHW-G, OHM Girder Hanger 5 LSTAO, LSTA12, LSTA16, LSTA18, ILSTA21, LSTA24, ST292, ST212Z ST21 15, ST2215 Straps 33 trill (20 go) A2gl Product Madol. Number or Name Product 2agription 8 SCS32497, SCS62-5107, SCS82-&I 18. SCS82-6J1 18 Byposs Framing Con nector Head-of-Vitall Slicle-Clip Connector 8, GHS'l M, CH61 D-S 8 LSUBH3.25, SUBI-13.25, MSUSH3.25 Bricilging Conneoltor 1 AS 18. AS 1885. AS 1 8W 18 go. Truss Plates 9 WW3.25, SCW5.5 4 GUBSA, OL85B, GL85C. GLB5D, GLWA� GL87B, GLB7C. OLS70 Glulffim Boa*g Plate 7 LTP5 Lateral Tie plate 2 AS 2DHS 20 go, High Strength Truss Plate 10 SJC8,25, SJC10.25, MSJCS.25, MSJCIO.25 Stool Joint Conneclom 5 GLBTSl 2, GBILT61 2, GLBTSI S, G BLTS116, GIUMMO, GRLT820 Glulann Bearing Pilots 8 LTS12, LTSI a, I-Tsis, LTS2O Light Twist Straps 3 AS-20 20 go, Trues, Plate 11 SSS3.518 Sypose Framing Slide -Clip Strut Connector 0 cu a HOLBA, HGLBB, HGLBC, HGLBO Heavy Gluam Bearing Plate 9 MSTA30. MSTAX ST02115, ST6224. STU, ST12, STIS, ST22, MSTC20, MSTC40, MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH34BI 414. XLSHITSBI 414 #14-14 Strong -Drive, XLSH Shouldered Self -Drilling. Tapping Sao" LU 7 HGT-2, HGT-3, HOT-4 Heavy GirderTisclown 10 MSTO88, MSTC78, ST0236 Staps 68 mil (14 go) Si S. XQI 81018-4K, X01 SI 214t X01 81214-3 SK. X078611224, X07861224-3K, 410-18 412-14, *12.24 Sbwg-DF!ve X Metal Self 2 8 UFP10-SDS3 Univema I Foundation Plate 11 MTS12, MTSI a, MrS18, MTS20, MTSW, MTS24C, MTS30C Medium Twist Straps 13 XOI 01 and -Drilling, 9 URFP Univerna I Rob oh Foundation Plate 12 SA31,56, SM1.81. Si SIB2.37. S62.56, SIB2.68, SIB3.12. SIB3.56. SW.62, SIB4,06, Top Flange Joist Hangers FL#11573044 XQI 14SI 224, XQ1 I 4M 224-2 �SK XQ 1 12SI 224, X01 12131 224-2K. )(348101 O-SK Xi Si 018, X18101 04K XIS1214. XIBI 214-3.5K Topping Screws < SO4.12, W84.28, 51184.76. SA36.50 Product Dmiricition Z IS S/BA2.12fS. SMA2.12/10. SMA2,12112, StBA2,12/14, S/BACIM, SIBA4.18/10� Top Flange Joist Hangers hUg Product LAIL SSA4.10/12. S/BA4.IOM4 I ET -HP Adhesive Anchor for concrete Z 14 SfHIA HurricansTis 2 GAC, GDP, GDPM-60, GDPM-75, GDPM-100, GOPS. GW-SO, GW-75, GW-1100, OTH Ges-ectustod fostorners and assemblies < 15 SMINIS, SIHDSB, SHDIOS: SMDIOB. SfHOISS, S/1-10158 Holdowns 3 PDPA, PDPA-K, POPA-MG. PDPAT. PDPAT-V, PINW, Pi PINWP-W, PDPAWL, Porwder-actuated fasteners threaded studs, and assembliats _J is SfH DU4, SIHOUS, S/HDUQ, WHDU I I Holdlowns PDPAWL-MG, PSVL3. PSVLS-K, PCLDPA, PECLOPA, PTFZHA3, PTRHA4 CL 17 SIXT, SfHJCT Joist Hangers 4 SET­3G Adhesive Anchor for concrete SHEET NO. May 27,202J2 PA 142 C'U L to (1] U y MIAM � rsic>mtutcr'ist� t3i. sae AMCCUMY PGT Intdusti�ies, Inr. PGT In lm"ies. Iter. PGT ia�tries, Inc.. � C O 11205 SW 26-S 16=248 1'gtD�'10E OF ACCEPTANCE. EN'WlD NCE S1�3MU NOTICE Of ACCEPTANCE: EVIDENCE SUBMITTED CU a 2 M -v 21"AR OFJtZGUTArostYxrra 1CONatmc]t sr MWIS.apr l aaru� no"331'75.2474 NOTICE OF ACCEPTANCE: E�'1DENCE(�� _� +�.+ DQeABD hltl]} CAE ADF]1/�QSZRAITiCd�T DliRS [ 2 (i86) 3 k5-1s9Q F (78�i� 313»ai9�F 1. E ce submittted. under pretions NOA D. QUALITY ASSC7RANCIE c (O c NOTICE. OF AC'CEPTANC'E (NOA) wrww.airsmlda+a asv ola, A. 23RA'R'1NC�S- B. TESTS (continued) 1_ Miami DadelDe ofRegulatory and: Ecown0c Ries (RER)_ O Z3 v Q FGTI�ttrti� Iaoc. GT &&Mfties, Dries, 1_ Maaiiaf�s die drawl and stections. 5. Test aeeport der 1) Air Test, per FBC, TAS 202-94 E. MATERIAL CERTIFII+C.ATI0 1S c O 0. e N*rtiV*mitt, FL 342'75 Sear: (Snr&mi ed underNOAXm 11-018Z j 2_ Tarawsng No. D►1D-5,570.0 t1#1ed�`"�'ny'# Sliding �L'tss I3�war 1'�It�A (LI�i} 1 a) Uniform. Static Air Test, per FBC, 'AS 202A4 3 WateesR ce Test, FBC, TAS 202-94. ) P� 1. Notice of Acceptance No.15�0�►1'&14 issuer! to Vision ExInWao I.it ted far their e ca c .�' c� 0 O 'ThisNOAis.beyn issueduaddertl>be oble.tvkesauidie than epse.pd stloc>Qwunmateriala:The a , - ,sheets tbmgh21 of2l, pm7awd by mamufacteurr, dated l�ra[351i5i with revisi+aa A. dated 4) Large Miss e' Impact'1'�est perFBC, TAS 201-94 "time R*d PVC Exterior Extrusions fiarrWindows and Doore, dated 0943/15, 09�3 I9: Co O 0 _Cn ? ep, doaatimenttatroaaaibm�redhasbe�ateti�+�edar`d� sed MiamirDadeC< R£R-PradactC.aatznd�ect'wab� �a�ve�edby�e laria�ici�ion (l��ii5li7, Aped and sealed by A. Lynn Miller, P.E. 5) Cy�che Wind �. LoadingperFBC, TAS 203-% 6�! FbtC+ed Eil�i''�`�;ta pt's' FBA, TAS 2�-94 an _ ; 2. Notice af'A No.10-4920.08 isswd to Vzsi<on � Limited Earthen ` -E, �t _ ey Q ..e (Cn110- Co CL be: used in.bEamiDade Y and atLeraaroas where ,Autsdiatityiiau�g (AHI}_ This.tMAsha notblev aflertheexp mdmcutesistsedbekw.TheW=mi Dia&C4o. Pwdnet+ConsrolSeefon B. TESTS along r matlmd�-tap wings toad mstaliatt diagram ofvim sliding glass <k", preparedIli Tan 20� and Inrr Shades (Nen'R�ti�be,� mid P't- CEat+eriar Eat�sions for t— .O .c C/) Q Dade anNorthe ATU in areas the right to ha%te this � ��) ( L Tat on 1 nifarm Static: Air Test, ' FBC_ TAS t?2-94 ) � Fe nesimfim T I* Inc., No FTL 8.�4'9, dated I lft i5,*3tcl and by Repeat Widows and DoorC, dated l2r�S116, expiring. on,12/29/21. product or for goality sp _ If this prodadt or material fails too perfo>xnin the a ecepted . 2) L;ge � Impact Test l FBCr TAS 201-94 . sealed by Idahzris Chu P., E . est 6) + (T P � 12 t'15 atid02J21I1 Na'.154528.15 issued to Vision Extrusion Limited for their 3_ Notice ted(Pal modify, o; toostnnrr,tliemano�ct>a swielirecur +ee~. ofs tr u endflaeAH7ma iamnediete nrolae,moth apem f y iy 3) Cyclic Wind Loadi� get FBC, TAS 203-94 6_ Test report cttr i) Air Iufih�ion Ted, per FBC, TAS 2t'12-�94 $t+awn Coated >FPaintlard or L� White PVC Exterior Fa#rvsions for - . . . . suspend the. use of such pmdud or material within their p ditclsaa. RF.R semmes the right to w olce this alongwith ►>aii�red draw' and mstaalFati� d Of tlaaar; 2 U Static, Air Pies�ae 'hest. per FBtC, TAS 202-94 Wh dows and Dooms", dated 09/13/15, expiring an 09/30119. accept we, did is detem�ed by� CopaylkodoctCoaW Sectional this product ore material fails to Fenestration T Litt ,Test I'+1o_ FL 871T 7 3 Wate� a Tea, p`$C, TA5 242 4. 4. Notice of'Ampt No_ 26-0712.a2 issued to E r1 Fenestration.Solittio�ns USA, meeet flu re emwts of the appttcart� b>ud,ding code. This producti�s}ap rye-d-asdead dhtest�naiandhssbeendesi nedtoc mplywithih�e 'Bwldma made, , ;dal is P. E: Est � Dery a211:5r16 aced 012411 . �' + � ,� ��/� �+�� y�yy � ,202 4) Missile T� FBC, TAS 201-94 )� �y Ft'f �+�/� '��� yn� (�� Inc. for thehar _TAN30+10 and �' Shades e(Natz White) Rigid PVCEztPrior Extrusions for NVIndowsand Diean"dait�ed 115116, on02001. tom} ia�, o the High Y Q,�ac� Hu Zone_ ` v 2.. Tat report on, 1) Ai �� 1 e te. � i'.BCV l AS 2) Unitoral Static Air Pressure Test, per FBC, TAS 202-94 203-94 5) Cyclic Wind � Load per FBC, TAS 203- `i alouz� v�tltm�p drasvi and imz�iattiati�. diragrauan af�rim�yl s1�lipgg g,�ss doar,ptepancd 5. Notice of'Acc No, I6-0712.0 iissued to ENMG1 F> anon Solzatians USA., irk Slag ejl�,r �m'rr�?,rr�o9osA I3.+�'a��er�L.�.i. DESCRIMG'N: Sn ios"�70+27W V' 1 . tGiass Dora+ iaf - .y■ 3) Wat'er'Raesi a Test.=lien FBC, TAS 202.94. by. F ion TestingLab, Inc., Test Report No. FTG #_"t dated-12+'041'15, signed and Inc. for�theKr "aromas and Lighter Shades of Csrp. Coated Reid. P'"4'C Eattrlar jJ��, -,PPROVALDOC4.. EN-Ti D a vangNo-MD-55�1d1 Revit,i�ed inl31rdi g.GlsssDoorNOA )", sheets 4 e Impact Test per FBC, TAS 201-94 I+�si1 saeaied by Tdasiaxris f3xt, P. E_ (Test report revised art 0211512016) E�'�for mdows and Dtooa s� dated �/151i6e e�rton +Q g o4116J2't!. 1 21 of 21, prepaaoedhpmauu&ckuw, dated 10105/15 and last revised on 02J01121, signed and sealed by 5) . Vnm Press Loadingper FBC, TAS 203-•94 7. Test relaatrt can 1) Uniform Static Air Pressure Tit, per FBC, TAS 202-94 6. Notice of A Igo. I641712 03 issued to ENERCI Fraticau Solutes USA, �P ' A. Lyme Mt3ltx, P.E_ beaiirkgtlte Nframi-DedeCountg Cw&ol Rtvitiansta w vfi& it a Notice of 6} Famed F Test, Per FBC, TAS ZU2-94 2) Large isstlC Impact Test perFBC, TA►5:201.94 Inc. for their "Withe ' PVC E�rrior Extrusions for � Inflows and Doors" dated Aeceptanet! an�re<aod eapiratioadmte by tla� aa-Dade Comity 1a:t Control Section 21049 with - dta wings and insulation diagram of fityt sliding glass door, 3) Cyclic Wind PressureLoadingper'' FBC, TAS 2�03-94' 08AG/17, on �02 2VI S. . MBMXIWACT RATLTMIGilArgt #adSaaadl�ssdebgmet R tsst by F� Testing Lab, Test � No. FTL 85.=i6,. dated 1 U�iP15, stgat�i and . aloes wig nn�ed-np dtawC and � diagram aFf �ty'I slid" glass doer, ps,d 7. Test s 10-402-79AAj, 10-(WU0527, 535753-09, . AS`TME-84, � )• P� Limitatie�no: . , _ .. ortega. F` E.:(reat ant �vised� on o I m411d and owiiiA16) by Fero�ttion Testing Lab. Inc., Test'.No. FTL6 (samples A-1 thm A-22), dated AST 1929 ad ASTh1i435. issuedpry EXOVA too Vision Extrusion for ce lhdosic �I�� is: L�� _�,,y 1. See tabs 1 (sheet2) and table 2 (sheet' forapplia bleSGD unit a ., ��a ���tl$, I�+,�..byI 3r. 1GTi ton 1) Air I� Tcst, per FBC, TAS 202--94 11.f19i10, signed and sealed by JOW A. Causo, P, E_ (Sanbxari' xnder N0A RTa 11- composite material. glass types, sill rim (see tables B-1 II-2 ;sus 7=$) amd:aaiirlaar Layout alte+ebs t eq in i l thru 16 2) Iinifcnprt Static .4ir Pressure Tit: pre# FBA, TAS 2-94 4147.1) Subantr'o midst' 13- 01 p7. W) 2. Rigid Whim- PVC, -Tan Qt Tort wivael RW MCaaBroom ccaa d or laniin. * l) w6 Ae Rigid PVC to be la6ekd per �e5ereaooed l�'C)A's. itq�. 3) Wader � Test, per FBC, TAS 2�02-9�4 . 8 Test report on 1) Air :Infid ratim Test, per FBC. TAS 202-94 nce' e.1Ara 5. Notice of Pik 1+[a.14�1916.1Y issued to Surazay Amayca., Inc_ far their f "Sel'n 3. Egress opemble docrs inust'camoy with man cleatr vndth or heightper FBCxeqwremaK as app c**. 4) Lame MZnie I0V2CtTcst per FBC. TAS 201-04 5) Cyclic Wind Pm=ee Loading per FBC, TAS 203-94 2) [7rtifosm Static Air P'ressm Test, per FBC, TAS 202-94 3) Water Resistance Test, FBC, TAS 202-94. t!} Glas+g (Clear and White) int+erla ter , expiring on 07/0411.8. 9. Notice ofA ceptance No.1+6-•1117.01 issued to Ktmnaiy America, Itac� fbr their 4. Pocket walls =der st parate apprwilE, to be revi,evndbyBuild official LABnXgG., Eachunit shalt bew a pint label with the matnuft'shame or logo, city, state and semi and 6) Famed Entry "hest, per FBC, TAS 202-94 per 4) Legge I ca Test perFBG, TAS 201-94 "Tro►sdalt Ulhnclearr, Clear and Color PN B Inte mV, expiring an 07�C481'i9. followingpprr3 stSte�'ient: a7,1 Dade County Frodoct Coal A tr`ed , noted hR'i7effi. �Ylt1t zziarinmd a and �t d aft iwft slid* ;glass ow, pcepaared 5)Cyvchc Wind. Presswe Lo�adingper FBC, TAS 203-94 &S' F. STATEI�N'TS RViEWALwing .. �� y� - of _ _����.���.,O�'��,�,,��y��A...� i b:�.i Testing Lab, .Bite Ted � +4�o t .l L &447, dated 1 15r. siped and T }a�y.� �i �j� `��� yi n 5taped by Idamrns''Orteega, F. E..(TcA report my an 02115t16) 6) Forced� 1tst, � FBC, 202-94. ,y - *� installation along.with-up end insta]�xati dsagrarn o'fvnryl saute ag'gllass prepared 1. Statement letter withl C-S*Edition (2+014) andEBC-PEdWon ,,s,�loe �,alterater+megnisWhcohmhmb�eenf*d�actnrhmbewto 1:S the alY �uryes'F""�" 8'Lo """$"'''�'"d !yaf' ti the; tfc�tmtmceofduiprodaid - TE AnoNofthismAwi3ioccura&rdwexpiratimcrateas-if haabeeenawviiiimorcmdVmthe 4. Test upw an l) Air�ion Teri, per FBC, TAS 202-94 byReam Testing Lab, Inc, Test l gxnt No-- TLL 6337 ( A-1 thm A-5j dated . i201'�. b3' �u�'actiu�, dated 46114117, ed & sealed by Lynn M� P:E.- App iaa$e 1$aa use, acAdlormEa�ctmeufthe pradud orpni cen. Ar se of this N!C?�A� as. toemlontme�nt of my pw*ml, 2 Uuifoodm5t Air Pressure FBC TAS ) � x per T 12 O6110, signed and sealed by �u� Add Camso, P. E. (SNbm wader NOA 1� v.11- 2. Statement feu czal eFest;datedO4,fig+'1?;> issued > ctr>rra, l� signed a scaled, by Lynn l 1' E for sales, after isisag or. suX ar8 E autosa> ally moatie the$ NOA. Fadunio. comply width any► I4D��1t�'1A 3) Watex Rye Test, FBC`, TAS 202 94 � � T'C5t ptrFBC, TAS 2C1i-94 d101: �f9,1 . 3. Letter of lab 'comapliaaace, Part of the above test reports. seek • Coumly, NOAammbes the Words IfrSaint Dade Flnrsda; and iiolbtQed the • �. l '`r`"""'Sa � 5} � Wind Lo FBC, TAS 203-94 ,y� �.'"'-'17 7`."� * O CALCULATIONS C. ��4 t1i.+'C���TZ\J�S 4., RER. Test Proposa'1 No.17-0397, dateyd-05M5117, segued by Idnq Coda, P.E. espsrataa>rtda�6emsybedispt=yedinad isiug.IfmypaittiianasftteN�C?Aiadwsptayrdrrheaitshallbe 4) Famed Epdrypest,per FBC, TAS 202-94 .. I_ And.krV Verification s:,andshunt =**,�withFBCr-2.014, G. OTC. donne in its �i�i'. INSPECTION: A of&n ea *mNOA sbaube to *euser b err As &sartbntars and i*q a writl►ed�tp dratwn»gs sad diagram of vinyl slydmg glass d by Fe a Testing Lab,:iszc ,Test d No. FTL ,dated 121C#4 i5, nerd � p aved by PGT, dated 12�09i'1 Salad bo mmised on d215llfa, and scaled by AntdiaayL.NO", P:E. fS'arri►at>Id W under Nan Net 15-121 # �ii No. I5-I2 0 `T far Series 1. 1+] a£A�cceptazce 1 .01, issued to 1'G Lx3� flue -557007'70- „ shallbe a Wailaib�le for at the yob aia� et the nftheB�aildigg f lfiloial. se`ale�d IdaBamis Ort P. E_ (rest revised nap 411 r13411b and 0^111r`i �T t di' 2. GL'ramg es v�r rttt ASTME'13-09_ %TW S GlanDoor abiferced L 8 (!te ) - .M.Y.'"; eatpztmg an 04114121. a =a ca W This N OA mires & reae= NT 0A:#20-U29.05 and cansw% of thispaege l mW evikocepgrs E-1, E-2, E-3, F,- , f 5t t a '► n 1� 1 ' +a�L I � a.. cam+ . E-5 A E-6 as well as approval doe meatim*d above: iad►aq 1. cbmwis, F.E. ISiaeiq L Choadst F.E. _ 'ihesdhmilted docmaiect'a#ian was retiewed by Ishaq L CbArid#, P E. Product Control U•ait %Veraiw Product Control Cast Supervisor product Conirel unk Siupersiseru- NOA No. 21-4205.03 • e e Esprrat3s 1►ate t. April lA, .0..5 NOA No. 21-01903 Espi radiea Date: Apri l.1, 202+d NOA I�io. 2i-9a�.d�3 Espirati * %*t: A. 14,-2b26 NOA No. 21-426s.03 Espiratioa liatr: April 14, 2026 Xforci as ` L t+s-�+ Appro�-sl Dstesblsreh 35,1'8.*.I :,#ppeesal Daa;el lLta:•ei :.5, 20.i slpprorslDatei Marclk .6,'2031 AppronaIDab: 25,3021 d o Pagel E 1 E -2' F 3 # d b aa, d c y a � N �- � E o a u 0 PGTlodustries.Itbc. CGI Wh doves and Doors, Tiac. PGTIudastries, Lie. NOTICE OF ACCEPTANCE. EN71 DENCE SUB)Aff M NOTICE OF ACCEPTANCE: n'I ENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUTBD11iTTE11 2. Ecidea a Submitted mtder predouS sab>odd W E. MATERIAL C TXTIFLICATIONS (+condnat) 3. 3 ew Evideit v Submitted 5. Fast Sitter Staacer StpaF complying with ASTM C518 'Tana 1 Conductivity A DRAWINGS 0 881 BTLT- � ln-€t�-"F, ASTiVd F 124p 1 T1TTR Pass, ASTM D3995 Orfgen-Pas, AS'IM E A. DRAWING'S 1. Dtawing No. 3ID-S570.0 RevB, tided -Vinyl Sliding Glass Door NOA W', sheets 2190I.G. Duiability=No Fog -Pass. (S'ubmi *d arnderpares► ohs NOA N& I S-04,09.05) 1. Draw* No. btI" M70.0 RLn- B. tilled -Vinyl Sliding G1ass DmrNOA (LW, stets 1 I through 21 of 21, prepared by mannfadctum, dated IOM5I15 and last revised an through 21 of 21, pmpa ed by mam6ctuzu, dated 1005115 and last revised an 02101f21. 04=0, signed and scaled byA- Lynn fir, P.E. 6. Qoainim Part complying with AST'M C518 Thenwl Condw i<vity 2.22 BTU-W -Pass, signed and sealed by A- Lyrm 1 P.E_ 7 br fta-"F; AMU F 1249 1 VIX Pass, ASIM D 1434 Argon Peam ASS+€ E _ng irsstalFat3on screw with flat head_ lwlt}te: This revision__ -consists replacement of same exiatz B. TESTS 2189 LG. D�umbibty-No Fd& AS1M E 54�6 Dew Pointf� -20*F in 48 his_ 1. Test reports its wx 1) Air Infiltratim Test, per FBC, TAS 202-94 (SWbinhW reefer 1'► 0.4 X0.15 40t.0S). B. TESTS et Test, Loading FBC, TAS 202-94 2) Utufomr Static Air Possum 7- Vssim E, Ltd. Parts co�mplyinS with. PL C-►d AMA 303-I3, VoluntarySpecification.S ms 1. Ne➢mlt. 3) Water Resistance Test, pearFBC FBC,.TAS 202-94 for Rigid Poly-vin)d Cbbcide (PVC) Exterior Profiles for Visim Exbtusions, Ltd: VEX-1 by 4) Lap btissile Impact Test per FBC, TAS 201-94 AAMA FenestrationExt�et at Prof He C�i�n fttiram. �(Stibmio► d un�de' r NOA A'a 15 C. CALCULATIONS 5) Cyclic Wind Presstac Loadingper FBC, TAS 203-94 along with maimed-W dry and men dug= ofa11 PGT lug, Inc- b/09. US) 8- Vises Estrusiow Ltd. Paris complying with PVC -AA A, 303-13. 1_ l�arac 0-0 � mepreselltativeunits listed below and tested togaralifyDowsii 791 and Dowsii.083 ems, P by F Testing Laboratory. Tim, Test Reports No-: (SubvMW LarderNOA Na 13-640.OS) 9- PVC-AAMA 303-1.3, "Voluz ary S�ttan for edged Pa�yl Clkuide (PVC) EVedor D. QUALITY ASSURANCE DDp � F?L-7897, PGT P�'"552i1 PVC Fixed i�''i�txw (mrid +6 in proposal), flatted 04,�03114 Fnri:les for Vis3ioa Famous,, Ltd--VEX-1 by AAIViA Feu�atiaa Exterior Frail 1. iadde D!et of Regulatory and Economic Rem (RER}. U) PGT AlumimmGlass Door 7' L 20- `� �) Cedification 2107'.2 PGT.CA740Ahmi C' t Window (unit S n o FTL-1 ice of A� Na. 18-1217.1�i isstxd to Etie�gi Fit Sam, USA, Inc. far. 10- Notice E, MATERIAL CERTIFiGATI0iN5. � 2 PGT PW7620A Ah Window (unit 9 m � FTL -20-2107.4, their 'Tan 3040 & light shade (non-White) Wbite Rigid PVC Exterior Extrittslons for 1- Notice, cap Aooeptaa+ce No.1"305.02 issued toXvrarat• Amerks, for. for their PeGT PW7620A � Fixed Window Surat 10 is proposal) dated 07113120, a>t signed PGT P Windows and Doors'", ` ' on 02104121. � "Trasif+olt IIhb�clear, Clear, and Color P'4'B Glass In exs" ' ' can 07108t24. ems' CU O and sealed byldalmis Orteega, P.E. 11 Notice of Acceptance No_ 18-0122.02 issued to Enagi Feacstratim Solution, USA, Inc, for 2. Notice cif AccVt2ace No.17-080&02 issued taKwaray Amer a, Inc. fortheir > C2 their simes "'pbI*e Rigid PVC Exterior Exays6w far M indows and Doo %7% estpng on "SentryGlaasll (Cieai and Whitt) Glass IaQ►terinyeri", e;*uriug-on 07104J'23_ Q C. CALCULATIONS =28123. 3_ Notice of A nce No. W1106.10 isasoed to Vision Extrusions Lied fear their `Brain Q 1. Aiacb" verification catl�culati and �1 analysis, coaVlying with F'BC 70 12. Notice of Acceptance No. 20-0203.03 Witted to Etesgi Fe r it o n Solratioal, USA,,, Inc. for Coated �(Famted or Lamoarnitard)1%W* PVC Exterior Erns for Windom � Ec a (1024 dated 04122120, prepared by mauitifactttem signed. and sea by there " Broure & light shade cap coated White Reid PVC Exterior Extrusions for and Doors", expiring an 0913W24. U Autbony Ly m M'llM F.E. Windows and D000re, eVifing an 04405. 4_ Notice ofA c c+epatancec No. 1&110b 11 issued to Vision Eons. L.itrait e"d fear their series � 2. Gbzing complies with AST MsiE1300-04, -W, -12' and -14. "IT 1000 Tan 202 and ligtaleer shades (N-'PVh*) Rigid CeAul ar PVC Exterior D. ALITi' ASSi1RAc''fCE F. STATE.VXNTS Extrusions for 1%bdows and Doors", Wig. on IVD121. O Idiami-Dade t of RegulatoryEconomic Resources (R.ER). 1. Statement later of canfbrmance to FBC 7* Edson e(2020), dated 04122120„ issaaed by - actama stgzted and wailed by Arrtthanyr Lynn Miller, F.E. F. STA`I'E&>EN"TS 0- E. 31ATERIAL CERTIFICATIONS 2. Stattl uut letter of no Beal imtefeSt and of-nrdependeM, issued by maaafactum, dated 1. Staatenumt IMer of conformance to IFBC 7* Edition (2020), dated 02iC??121, iced by 1_ Notice ofAomptance No.19-0305.02 issued to Knraray.America, Inc. fortheir 04/100, sited and. sealed by Anthotzyl yam. Miller; PE. , signed and sealed by Anthony Lyme Mtillm. P.H. 'between: C� "Trosifolf Uhtaclear, Clear, and Color P'iB Glass Interbyezf% expiringon 3. Private Leg Agreement document between PGT, dated 03/30115 and sped by all 2_ Private Label zt 'dated t01001 PGT Imo, Inc. and CGI Engin behalf U m 07/08C24- ivavolved paaatiies Wmds ows and Inc-, signed by Dean M Ruadc. PY., V.P. e, on of 2. Notice of Acceptance No. 17-080$.02 issued to Kan77arliy America, Inc. fartheir both oompanies. Q ".SenttyGbrst (Clow and Wbi*) Gitrss Intaerbyelrs", tag on 07) 04123. G. OTHERS � 3- Notice of Acceptance No. 18-1106.10 issued to Vision Exb1nions Limited for their 1. 71� NC' A r Nt? 17-0420.06 (ir3i'"T"wttLGT)andupdates toF8C2ii24 e(7o'Editieri), G. OTHEIi;S. "Brown Coated (Painted or Laminateed).41lke Rigid PVC Exterior Ex&vAons +� . 04I2M1_ L Thiess NOA redses & renews NO.020-0429.05 (M AwtCG1), expiring 004f26, for Windows and Doers", expiring an 09M124. 2_ RIER Test p awls 09-2155 dated 01/10/20 approved by Ishaq I. Coda, PI, expirmg 2. T1te euErr'eatt assorted PIA CGI file 821-0205.0 , expiring 04114126. O Ca 4. Notice of Acceptance No.18-1106.11 issued to Vidon Ems Limited for their 04V14121. w � sew "VE 1000 Tan 202: and >igl'ttaer shades (Non -White-) Rigid Cedar PVC Exterior Extrusions for Windows and Moors". tiring on 12r-,9121_ 5 I ? P,E. Fes. Z Cll J I>t6aea 1a.+: lsiaq X. Meads, NE. Product C'+aa>!tnol, 5asicpe�rriaaer >usitk T izor Product C'aolaai U3& saw Z Prodsct Control Breit Suppwrimer _X0A Ne. U1401.63 NGA No. 21-420643, Q NOA No. 21.424s.03 Expirades Dates April 14,202d< Xzpirsdaa Date- April14,1026 J Expuirft6jLDat*; April 14, 2026 ApprovalDatei hlarcll 35, 20:1 ApprovA Dxty Mlarci M 2021 O Approval flaw: marclt..`"s, 2021 E -5 E -4 SHEET NO. E 4 May 27, 2022 PA 13 Cn > N 2 V MIAMF�ADE M1A11D-DADE COUNTY Q CO co .� - U � � O (� 0 fn O LL -0 CU > .� (D CL F— cn Q N N d s ui a N C m M O N i d y a� � o � • N fl- Ca 6 .o 0 E: c3 0 z CCf 0 L !� o Q L' U L Q L O CU L,IA w 2 C Z J Z Q J tL SHEET NO. PA 1.4 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Roam 208 i30ARD AND CODE ADMINISTRATION DIVISION Miami. Florida 33173.2474 T (786) 315-2390 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miAneldBde.aov1ee000mv Cast 1. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 Cast 3. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 Cast S. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAW ��i TI-LT ECO Monti r LyALU&MWffpZrQJMX0-ZWaXU 2 PROBTICr /T1 PRODUCA'XVALVATION REPAORT Nin, 204TI7,02 2 ERnlD11CrRVA1-IIATLQXAXk=XCL 244717 3 im C\ LTE 4C � 0 1 m c, TILLIT TESTING a ENGINEERING COM PANY WATTRR A. TILUT, JR., P.R. 22-MT REPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS 0. MATERIAL CHARACTERISMS.AND- SPECIFICATIONS@ Shall be strictly in accordance with General Notes and Components Indicated on TILLrr TESTING & COMPANY WALTMA.nLUTM,P.E. 2.1 TEST REPORTS, Large missile Impact food tests were performed under SSTO 12-99 standard as S. INnALLATION: Installation shall be performed strictly in accordance with details indicated on 44,47 201, 203 as per section 1626 of the Florida Building Code. Unftrrn static loads cheat 1, 2 and 22 of 20, of Product Evaluation Document (P.E.D.), drawing tilteCO&OLCOM ]PRODUCI FIVALUATION REPORT ftPR Lkemieello 44161 per section IW91.2 of the Florida Building Code. Uniform static load& as per Ghosts 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.). as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor speofficiations shiall be as I ndleated on Sheets 1, 7 and 21 of Section 1709.8.3, per ASTIM E-330. Test reports prepared by American Testing drawing No. 20.175. Minimum separation to glass shall be as Indicated on Tatting, Inc., Reports # 96-seg dated 08/0911996, #911-570 dated 0911811996, 26, of Product Evaluation Document (P.E.D.), draving No. 20 -17& Lob of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William sheets 3, 0, 13, 14, 16, 10 and 18 of 18, of Product EvalualJon Document PRODUCT EVALUATION REPO #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, REPORT NO.: 20-0727.02 R. Mehner, P.E., Bortz Moroz, P.E. and Henry Hattern, P.E. and Report No. (P.E.D.), drawing No. 20-173. P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and 02119,011-09, dated February 25, 2009, signed and sailed by Edmundo # 2120 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No. 7. ITAMNS AND CONDITIONS OF USE DATE: July 27, 2020 Largaespeds, P.E. and Henry Hattem, P.E. Large missile impact and cyclic REPORTNO.: 20-0728.01 0219.01-09, dated March 4, 2009, signed and vested by Edmundo Largaespada, loadings per Protocols TAS 201 & 203 as per section 1609.1.2 ofthe Florida 1L. MATERIAL CHARACTER1971CS AND SPECIFICATION& DATE: P.E. and Henry Hattem, P.E. 7.1. Shelf be otric* In compliance with General Notes No. 1, a thru 14, indicated PRODUCT CATEGORY: Shutters Building Code. Test Report prepared byAmerican Tasting Lab of South Florida, Report No. 11123.01-110, dated November 23, 2010, signed and suled by Julio E. Shall be strictly in accordance with General Notes and Components Indicated on July 28, 2020 Tensile test report No. OCM-197 by OC Metallurgical, Inc., dated March 13. 2009, on sheat 1 of 26, as well as General Not" # 1 thru 4 and 11 thru 16, Indicated on shoat 21 of 25 of Product Evaluation Document (P. E. D.), drawing No. 20-1 T6 PRODUCT 111111,111111-CATEGORY: Storm Panels Gonzale4 P.S. sheet I and 2 of 18, of Product Evaluation Document (P.E. D.), drawing No. 20-175. PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by TIltsco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. PRODUCT SU&CATEGORY: Storm Panels 2"TRUCTURALfN INEERING CALCULAT1ONS! 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCTNAME: 24 GAGE GALVANIZED STEEL STORM PANEL Tensile test report No. QCM-198 by OC Metallurgical, Inc., dated March 13.2009, a Igned and sealed by Frank Grate, P.E, as per ASTM E-S and Tensile Test as Anchor specifications shall be as Indicated on sheet I of 18, of Product Evaluation Document (P.E.D.), dnewing No. 20-175. PRODUCT NAME- 20 GAGE GALVANIZED STEEL STORM PANEL On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design w1nd load and panel defined on section 1620.2 of the Florida Building Code. per OC Metallurgical Report No, I OKMA 318, dated December 1, 2010 signed and sealed by Jerry Jaclofano, P.E. as per ASTM E-8. MANUFACTURER: QWbaLPn&Ad&mEmdudLL= length based on rational and comparative analysis, and In accordance with section 1616 ofthe Florida Building Code. Calculations prepared by T'Ifteco, Inc., 7.3. Product shall only be Installed Into poured concrete, concrete block, and MANUFACTURER: Global PWJWVon Products. Ll-r- 48M S.W. 51 Street 2-3. STRUCTURAL ENGINEERING CALCULATIONS: 7. LIMITATIONS AND CONDMONS OF USE 4800 S.W. 81 Street Davis, FlorldiB333114 dated 11/03108 and 03/12/15, signed and "sled by Walter A. Milk, Jr., P.E. wood frame strLicturea. Davis, Florida &3314 On 24 Gap Galvanized Steel Storm Panel for maximum panel length va. design 7. 1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated 1. PURPOSE OF EVALUATION; 3. MISSILE IMPACT RIE-SISTANC Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License 1. PURPOSE OF EVALUATIQN@ wind load, as well an maximum anchor spacing vs. design wind bad and panel length based on rational and comparative analysis, and in accordance with on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco. Inc, and Signed and sealed by Waiter A. T11111, Jr., P.E. This in a Product Evaluation Report Issued by WaIII A. 7111111. Jr., P.E. (System La rge missile Impact under section 1526 of the Florida Building Code, as per TAS 201 Protocol. No. 44187), President of Titteco, Inc. (Florida C-A-000671 9). This is a Product Evaluation Report issued by Witter A. TIIIIt, Jr., P.E. (System section 1004 of the Florida Building Code. Calculations prepared byTilteoci, Inc., dated 12/15110 and 08/27113 (for this revision), signed and Reeled by Walter ID 0 1906) to the Global Protection Products, LLC, Rule Chapter No. ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. A T111111, Jr., P.E, 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES 01 020-3t Method 10 of the Florida Department of Business and PrIchoslonall Regulation. 4-MND LOADS RESISTANCL, 20 Gage Galvanized Steel Storm Panel has been verified to Sustain wind A T144/. ENS 91020-3, Method 1 D of the Florida Department of Business and Preflinuilonal Regulation. 3. MISSILE IMP -ACT RES13TARCE; as defined an section 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed Into block. This Is being Issued Evaluation pressures. Maximum panel length shall boas Indicated on Sheets 8, 10, 14,15, This to being Issued an Evaluation Report as described herein, and has Large missile Impact under section 1609.1.2 of the Florida Building Code, as per poured concrete, concrete and wood frame structures. product an Report as described herein, and has 16.19, 25 and 26 of 28 of Product Evaluation Document (P.E.D.), drawing No. 44167 product been for SSrD 12-99 Standard and TAS 201. boon verified for compliance In accordance with the 2020 Seventh Edition of ft Florida Building Code, and to verify that the product Is for thie purpose 1 Mended 20-170. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10. 11. P verified compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended Plioduct Evaluation Report prepared by Walter A. Tfilft, Jr., P.E. (Florida License at least equivalent to that required by the Code. 14, 18, 17. 18, 19, 20 25 and 26 of 26, of Product Eval ustion Document J P.E. D.), 2%L4-. STATE OF at least equivalent to that required by the Code. No. 441(17), President of Tilteco, Inc. (Florida CA-0006719). This Product Evaluation Report shall be subject to review and revision In case of a Buildiing Code change that may ~ Its limitations drawing No. 20-176. S. INSTALLATION: NA 1% PONAk. 01111fislitnAll This Product Evaluation Report shell be subject to review end revision In case of a Bulkling Code change that may affed Its limitations and conditions 4. WIND LOADS RESISTANCIEw 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length &hall beat indicated on sheets 3, 9, 10, 11, and conditions 2. EWDENCE SLISMITTEDs Installation shall be performed strictly in accordance with details Indicated on shosts 3 thru 7, 10 thru 20, 23, 24 and 28 of 26, at Product Evaluation Document WAI'LL DATILTECOADMON RVCORCS I P. I. REPORT.20 kGLOBAL PROTECTION PRODUCTS, 2. EMDENCE SUMMMIEDo 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as Indlosted on shoots 5, 9, 10, 11, 13 thru 16 - 2.1. (P.E.D.), drawing No. 20-176. Minimum separation to glass shalt be as LLC%20 GAGE GALVAN4= STEEL STORM PANItLk DIEM 9 20-178 %REPORT# 2D4MOI and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. PRODUCT EVALUA71ON DOC UMEN1t9JMJ- DrintAno No. 20476, trded "20 GAGE GALVANIZED STEEL STORM PANEL21, indicated on shoots 8, 14, 16, 25 and 28 of 20, of Product Evaluation Document (P. E. D.), drawing No. 20-176. 21. PRO13UCT EVALWMQN POCUMENT (P.E.D.) *24 24 Gage Galvanized Steel Storm Perot has been verified for code compliance to work as a non -porous Storm shutter assembly, as per SSTD 12-99 Standard WATU 57i sheets 1 thru 26 of 26 prepared byTifteco, Inc.; signed and tested by Waftw A. Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an Integral part,9A, 016114 w111111111#0 Drawing No. 20-175, tMed GAGE GALVANIZED STEEL STORM PANEL', sheets I thru IS of 18 prepared by Tilteco, Inc;; signed and stated by Waiter A. 011111111 D:� TILTECO ADMON RECORDS P. E. REPORT.20 OLt.L 1-41 NP GE GALVANIZED STEEL STORM PANEL WRM020-1170 REIPOWS Evaluation Report, %it, 1 A. rQ1%%,, 'Pro A-4 P, �rENqe Tillit, Jr., P.E.; dated 07127/2020. This drawing Is an lnte%A# Cial Evaluation Report. 0 1%. 010 . i , 51 4A NAL f1foiII111110110 Mill .44167 167 167 'PIP 67 `C Ur STATE OF 7 EOF 1;1`6 ORM "tom 6355 NX 36th Streel, Suite 305, Miami, Florida 33166 - Pbone: (305) 871-1530 - W111 el NAL 63M NX 36th Street, Suite 305, Miartril, Florida 33166 -PbDue: (305) 871- -1531 ........ NAL 11)JIS11141 0 B 3) 24 CASE THAT PWM SIONE. OR PRECAU CONCRETE PAIMELS, STUCCO Oft WOW BOARDS K FOUND ON THE OWN" vague EM. WALL ANCHORS IIHALL BE LONG ENOUGH TO RUCH THE MAIN STRUCTURE @DOM0 SUCH PANELS I S?Cft PANEL SOM ON THIS PRODUCT V1O1.UAT1QW DOCUMIDIT (P.E.O.) 40 SEEN VOWU FOR CMWLVAIM 01 ANIC"ORACE $HALL N AS MENTIONED IN 9.0 NO IN 9.2) A*DMV= WITH THE 2020 (70 OPTION) OF 119 ROMA K"M CODE cc) 116ANIX 0.11 DOWN W*C LOADS SMALL K DETERMINED AS POP SECTION IWO Of THE A5CME MCKTIONED COOL F A = A THE NABacnin toem MKI-CrIf �3"KM%LL S "Elle K= Qa t5/M4# ON NfC1`H=2FEC!qWCAG@WffiAffMr' M� BY W MUD. INC. I I., r I` - #14-10 PANELMATE FDA" 10 00 "POLMM PLUS ANCHORS. AS WAWACTLINEE) Irr ELCO CONSTRUCTICei PRODUCTS, 1/4 LAD 5=0 PER N.D.S. SMOD "MR A FAR 3 = 1_16 AM AHVI EXICE OUTHE Of SM PRESSURE RA7OW MWATED 00 $HIS, 7 THITU 12. 14. 15. IIL 19 & 20, 7/4*0 . 5/6' WOOD OUS"ING. AS DISTRIBUTED Of ALL PW SCREW. $00 a SPECIALTY GO mi ORDER TO VM" THE "M CONDITION. ULTINNITE DESIGN WW LOADII DUDIONMED PER ASM 7-16 SHALL SE FIRST REDUCED TO AS.O. DESIGN WANCI LOIAGIO fff MULTIPLYING THU BY 0 a IN DROol TO CA) MOOMUM T1eWAM PENETRATION "I'D WOOD Of TAPCOM AMC110115 SWU K 1 1/2- AM 2- MR EL" PMWAATE PLUS COWMK TIMESE W1 WX (A.S.0) OLSM PRESSURE PAT*M WOCAr[D ON SHEM I THOU 11. 14, 15. 10. It At AND PM43AVJI FEMAUE ID. I" GPM TO VIDIFY THAT ANC"DRS ON THOL PLDL AS TESTED WERE NOT OWER ORMM. A 213511 INCRUSE IN ALL0111141LE C-2) WOAN THRUM PENETRATION OF LAO SCREW. INTO THE MOO rRANIE IN? OWL K 1 1/2- NO THREADED PENtimm Not, VUCW semi. BE CWMKM As PAW OF THE Rimuotm MALADW ppkiRAT'dk SIR= MR WM LOAN WINE W[L USED IN THEIR ANALYSIS. FAMOUS SPACIW TO WOOD HAS NM MMOM 1$ ACCORDANCE WITH NAXS, 2018. CJ) UP"N EDGE DISTANCE Of LAC $M". INTO — 24ALL K AS INDICAlim) Of THIS MMIC SrORM PANELS ADMAWY FOR INFACT AND WIND !RESISTANCE HAS BEEN YMM IN ACCORDANCE WITH IECTION 1926 Or TIC AIM MENTIOPOOD CODE AS PER HUOPIKANIE ENCRIEDIVIC a TESTING PC. RD", 96-500. 98-570 a 94-T30 AND C.4) WAUtIM PENETRATION OF WW BUSHING SIVILL K 518r, I/C *-20 SCAM USED SKu RE 1 1/2' LONG fD"MTM TEPINKI LAO. PC. REPORTS POW At #2125 . AS PROTOCOLS TAS-2101. TAS-202 AND YAS-203 04MKD STUCCO OW. AND I' M"hKN MR WALL$ WITH NO STILIOCID, AS WELL AS AMERICAN TEST LAB Of 9DUTH FLORIDA REPORT 002, 9.01-0. AS PER TAB 201. TAB 2102 AND TAB =3 STI&DARGOIL C-3) IN CAM 114tif PRECAST STONE, OR PRECAST CONCRETE PANIVIL& STUOOD OR WOW BONDS ME MM ON THE DDSTINQ. 2, AU ALUMINIUM 0TRUSIONS TO K IOU -TO WAY AND TEMPER. (URLM OTHERWISE HM). SEE SWIT 2. WALL ANDOO SHALL INS LORD ENOUGH TO WACH THE MAIN STRUCTURE 0000 SUCH PANELS. ANCHORAGE SMALL BE AS MIXIMINED IN CA). C-2) A C.4) 3L AU RL&SHUM SHEET METAL USED AT CLOSURES WWI HAW 3105-"14 ALOY, (0) AN04M SMALL K ANSIMM FOLUDW4 ALL OF THE KCWNEWQ0DqS AND SeECFICATlQwS OF THE ARCHOWIS W"ACyURM 4 ALL STIOD. ONSET MOM PAWLS 94ALL H,4A0E SIR UCTURAL QUALITY STED. ASTIM A-4W OR" 50 MOOMUK, G-40 akwarw STEEL, onomirtim w/ry- 54,3 hei (AIFTER ROLLO). 8- PANELS MAY ALSO BE OWAUSID "0%"ffALLY FOUAW4 INSTALLATION QUAILS SHOW ON *CnON 3 TWO" 10 MICEITS 4 THROUGH 6) EXCEPT TW HUDERS 4D 91ALL NOT ME USED. 3 ALL SCINEWS TO K STAPILM Um. 304 OR 316 AIM KPM Oft COMMON RESISTANT CMU CARSON STEEL AS PER ON 5001,84W MPLY W/ FLORIDA BUILDING CODE �350 6* YIELD STRENGTH AM 90 kal TENSILE STRENGTH A SHALL CO 9. It SNkL SE THE RESPONSIBILITY OF III[ CONIYRACFOR TO VUIIPY ?it SOUNONOS OF THE STRUCIIIINE OWNS 3NUTTER 13 TO K I SECTION 3.4. ATTACHED TO OMM PROPER ANCHORAGE TOM SHUTPOR SVAI ONLY BE ATTACHED TO CONCRIEM BUICK OR ill= f1MME IUILDINCS, I. BOLTS TO K ASTIM A-307 G14LIAINGDOG SIUL ON AISI 304 SUM StAINILM STEEL WITH 30 kil YW ST1104114. 10. EACH REGULAR SIM PANEL Will LENGTHS 040 W-11 THROUGH 12'-4*. AS FOR SDCF*o S, S. 9 Or 10 AND ALIVRUNM ON. 7 ANCHORS TO WAU. 94ALL ME AS FOLLOW OW A OW ON $HUTS S. 6 St 12 TNELY- SNIALL HAK A LCML AND READLY VISIBLE MMOWIG WISMICTING; OWNER OR TIONAW110 SECURE APIREJUS WITH APPUCAGLE REINFORCEMENT "M PDOODS OF HURRICANE WNWM W ?1Q/4M0PT&A4W%MAMkCH=MW TAS it. THE OWAUATION CONTRACION IS TO 9^/CMAX AU. SHUTTER COMPONENT MO WHICH M30N IN CONTINUOIA WW#ZT WH MOWACTUOIZ BY I.T.W. Stamil. INC. (Ih%�. f*-31ft peL) TW &AGING To PREVENT :/4 0 t 711r CALX-94 ANCHORS, AS ~ACIURED IFY ODNALT W. (Mek. fc-3000 P.Q /41 —1/4' 9OUQ-SU ANCHORS. AS DW*WffM ST ALL POINT SCREW. BOLT It SPECIALTY 00. 12 SICIRM PANEL INIRAUATION SMALL COMPLY WITH SIVICS OIDICATED 0 TM ORMINING PLUS MY BUILGING; No MW FS"AYDRE; (Min I' w3OOG P�Q PRONICIED BY THE MMCTIO" WHERE PERMIT 15 AMM TO. J14- 0 P I =LMAIM FIMAU 10 & PANDMATIr PLUS ANCHORS. AS MANLWACTUWD BY age CONSTBLCnON PRODUCTS (61114. r, 3350 P.J.) '= 13. (a) THIS PRODUCT DQUALATIM DOCUMENT (PXD,) PREPHIND BY INS ENGINEER tS GENERIC AND DOES NOT PROVIDE #11PORMATION 1/4'0 CF T ANCHORS, AS MANWACIVRED BY TRU-FAST CORPORATION (re-3601) p,.I.) FW A SITE SPECIFIC PROJECT. i.e. WHEIRE THE WE CONDITIONS DEVIATE FROM THE P-E.0 A I) WOM DAKDMEW OF TAPCON ANCHORS INTO POUNDS) CONCRETE SMALL K t 3/4*; 2' FOR PANUAMX FEMAL (b) CONTRACTOR TO ME RMrMMI FOR THE SEUECIlOW KW04AK AND WMALLATM MuDeD UrE SAFETY or IRS PRODUCT SASED ON THIS PE.D. PRONim K/sw GOES kw KlAiie niam THE cmanow DETAILED ON THIS DomMEW. 0 Am PANEMALTT PLUS AM 1 1/4- FOR Cr TAP -OW ANCHORS. CONS"IUCTION &Am" AT SITE IS THE CONTRACTOR'S IA3poN3eurf A.2) CALX-IN It SCIUD-SET AN04M SHNU BE VAMM 7/5' INTO THE POLM CONCRITE� NO IMIRSOMENI INTO (c) 114115 PRODUCT EVALUATION DOCUMENT WILL BE CON115010010 PINAUD IF MODIFIED. $TV= 94ALL ME POINT=. 1/4* P-20 9M USED SIALL BE 1 1/2- LOW MIMMUM SHOULD STUOOD EXIST. fi� .. 0. Me MAY NO 1* MMMUM FOR WALLS Will K HEADED SININEWS OR ALL THRUM SCAM W/O HEAD. (d) SITE SPICWIC PROJECTS SHALL K PROPARED BY A FLORIDA MINISTERS[) UOPEER Olt ARGIMCT WHICH WELL 9[COME Of an WIN mic MUM INOMM OF CLOA.) FOR THE PROJECT AND WHO WILL ME NWONSW FM THE PROPS USE OF THE PLO. ENOW OF RECORD. ACTINO AS A CELEGATED ENGWER TO THE A.3) 0 CAW THAT PRECAST VONL PRECAST CONCRETE PANELS. FAVERS, STUCCO Oft WOOD BONDS K FOUND ON TW PL& ENGINEER. SHISL SUBMIT 10 INS LATTER THE Sir SPECIFIC: DivioNas no WIAIEW. IDWINC WALL Oft FLOOR. ANCHORS WALL ME LONG DIOUGH TO INUCH TK MAIN STRUCtURE KWO SUCH PMELSL ANCHORAGE SHAL RE AS MENTIONED IN At) AND 04 AJ) (6) THIS PLC- 94ALL BEAR THE WE AND ORIGINAL SEAL AM SK14AYM Of INS PROFESSIONAL veowm of ACCORD Mr PREPOM IT. (9) Figinnew CONCSEX Bim /4" : TAPON AHCWRS AS MANUFACTURED IFY 1. 1. W OUUM PC, 14. SHVITER MANUFACTUM!" LABEL MOLL 6E LOCATED ON A KAGILY %ISWL LOCATION AT STORM PANEL. SHUTTER IN ACCORDANCE WITH SECTION 170.9.3 OF nAlWA BULGING OWL ONE LAID. 1/4* . 7/8 Chix-ft ANCHORS. AS MAHUWACTUWO Of KWALT OIC. (ON. r4-i5OO IL.J.) SHALL K PLA= FM LVERY, OPENOIC. LAKLMO TO COMPLY WITH SECTION 1700.92 OF THE it 3/4. /4-0 SOUD-SET ANCHORS. AS DWMUTED BY ALL POINT SM., BUT & SPECIALTY CO. (Mve - f'-1900 W.) it4-10 "MMWIE FEMM-6 ID AND PAHMMATE PLUS ANC"COIS AS ~ACPAW BY a= CONSTRUCrION FLOPIDA WAAM COX THIS GRAPHIC SMALL ONLY ME USED TO Owli. r" 14, to WFAW FERI IN THE SUITE or MMMA PRODUCTS 2071 Ito.) I 1/4' 0 OF TAP -OW ANCHOR$. AS MANINACTURED BY TAUI-FAS7 CORPORATION F. 0.1) MINIMUM DAMMEW OF YAPOON ANCHORS. ELCO PAMELMArES AND CF TAP-Oftle AMC�10111. KW THE FLORIDA BUILDING CODE (I*gh vel"ft Nuffica a= UW SHAU ME t 1/4-, . NO. 4 -LTM M 20 CASE GALVANM FEEL STM PANEL CALK-110 A SOLD -SET ANCHORS *4ALL K EMSEDINED 7/a' WID THE CONCRETE BLOM UNIT. NO 187 INTO UUGGQ SNAU, K PEAMITIED. 1/4' 0-20 SMM USED SHALL ME 1 1/2- LONG WAKM EXS7. AND I* Will" FOR WALLS NO STLICCO CIA, — Fum PWRCTMN Pitamcm LLC.1 'r a POURM ED. DO OR ilvw. 4 EMD. OLOCN TI.Ir -7- 91C WALL 1110111111M SEEN= INTO EXISTING INSTALLATION POURED DETAILS CONCRETE FOR REGULAR PANELS(b OR CON RETE BLO JA ONCOM APIMCM cm vallo" am MCHM wearl; a Room 0) (tona ON &Ism Twomm 5 POUVID .1w— (M Soo= am 4 a "MOUN covm FOURED s-4, mk 6. ED, W I 3 eee, 3, OWWAO ARL wat EMPM J RECUM BLOCK Or SCHEDULE OR-/ EM a *WAUOM 0 CIEIUM Al OR! MOUWING NMMM AKDOO` q son "GIOUGH 0) litilan gill MCUI am W, a, 0 ALTUMM F&A N IMOE DISTANCE (SEE SCHEDULE ON SHEETS a a 9) NM IDA comagAam air TOP At BOTTOM MOUNTIOU CAN BE CO&OM IN ANY WAY TO SM ANY INSTALLATION. FLORIDA KM.DM CODE (Nigh VOW." 111.3100, INC, ILIECOPRic. 20 WAE OALVAMM 9M S1 PANEL on MUM MTECM Pomm U.C. 0")M-764% &R. WAF J6 10 M *.. 20-176 owma ft I - me "-w 1 4 or COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS (SCALE 1/2-111 1 SAW (TOTAL SOUTH)- 15.1". CrICIAL wore) - ----- -1 j�A DOW OK um AMU A-413 OJOW MIR. TH= "Oh OR= so LO 2,48-r F 1� r 0410"RED Sr13GL EDGE 9-M IMAlf. TYP. AM A-053 I TYP. so OCTIMIL 09TAL 0-00 GAm L T.-T 4" 1 I 4&W -------------- ---------- --------------------------- 1. ------- 4.230' STORM PAML MD StOft PANM ------------- W/ its"GO ikt'- *06r SJ I, ISOMETM VIL V DIMAIL A ROUNDIED COO" 9 INDS OF PANELS END LIP W/ HEMWED EDGE. *h' HEADn Maw. I/t4 2/14 7.0w ir LOW 1­ 1-- A GO, KEY NOU WAS141EN Der 0. .4 si�-. .0WJ=141001. WIND NIUT An .14 ffp�- ALTWMTMELT. UK 00 " W~ MDkVLOW 0910 W/ RF -71 "ann IF "W"U, I ON aw a a 8) coicam #Amen P E SRSYMS Pmn,- =ON , SLOOK LID, POU cokvmm KM REQUIRED. CLSONOMB ON PLUS OR OF UP -OW (IRS xWelits am , 010 111142"1 9 1"eQU11- 10 WA U.) SECTICIIIII SCALE 3/8. NOW I' WIDE x VARC x 1/9' THICK ALLOW TUBE Olt I' . L on?*4 S?U=/ P.T. WOOD PLATE SPACER I -101000 Due Now V WIDE . VAINE11 1/8* Au" TUME OR I' It VAWA3 "All $PAW coucam 4NCNM (M 904OLU am SHEM a THROLMN - 2,187" owl .12e STUD wwm f 1, ULM 00*1p 'Ir GLCL ;2 Yr ax. Ow ; I 2.1 2AICI 1 L L.- - ---­S-M--­-------­J �2 AN= VM *U' HEAUR 9 (�) AI sm ANUE MH REVEM STUD -MP. TOP OK I OF MIND. See., L- �21W .-?. I or PNM KEY H= AT PAIIM We" � �M' —.?W - .013* 'r MCK ANGLE 19 341 ACK (2) nM PLATIED wn sm ,3141' DOW CALIA"r— . —I HIM —J Muslim Reet r. r. W W`Waee�I r.r v Lee" rw J —VOLE-3/1-6-1 P-Mg. A�= - r--O, pow W~ Kywo ---- aveme um Lo. - EDGE DOW40E (SEE SDIEDULE ON I — "I G% 3/111-1 SHEETS 8 A, 21 FM TOP A &MOM MOUNTVIGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Owd E 7-- 7 4J—, 1(2- cmxw KOM w0�4V41110-11in IPW 3 wee, reauno "Pan DETAIL FOR SEA= REOU11111ED-Al. MID OR 00170M -ALWM To sfu=2�-Rmps + D 1/4- VAX. GAP (SEE SECTIONS AS 2/4, 3/4. 4/4. 5/5. 7/5. 0`10, 2W/10, 3W/10. 4W/10. 110, OW/11 & ?W/11 ANCHOR&' I= CGWWrE $IS SCHEDULE 0. 8,* 0--- I" WOOD SEE sEcnm ON $Him 10 a I 0 - - - ioLTfo -- - - - - - -- - - - - - - PANELS W/ 1/40-20.1- .1�"S. I:LMT% �7/r X 3/32' (SEE SECTIONS AS APPUCAMUTI ED --- 0 i L­- _r %MX LS: MAX I" wN.. 1/4. 2/4. 3/4. 4/4. 5/5. 7/5. IW/110, 2W/10. 31111110. 4W/10. 6/5 5W/10. sw/ll & 7W/I I ANCHORS: MR CONCRETE an SoNSOLU on SWETIL 8 It IN WOOD SU Kcram ON 991113 10 a I REGULAR STORM PANELS nI& Q ELEVATION N.T.S. 6/5 r IMIX MiN.", 1/4' Mew. GAP, 2.0r (VIN. "AUSY) INSTALLATION DETAILS FOR REGULAR PANELS Q & 6A INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES rAgim OURED gokvml An MW I HOAX ON It it 9 it Ill #7 WIT, WWR I Mos., I OF V SOS : or "T" Ir -1 1/4' —I Mo. uvz 0 12 1/2 D.C. L opgam moon 211001MM AMMM MGM= BY cz�� ON ScHIMU am ONCE! BLOCK all! DIRECT D111tECT 114D 06 MPUMM RCUALLAIM SCALE 3 NOTE FM eomaokTlm OF sEcnom, ED. - EDGIE OMTNW (SEE ScHEDLU ON Top & BOTTOM MoURTIMM CAN SE SHEET 9) CWMED IN ANY WAY TO SUNT M-Y MWALLATION. E LML Not*. ---- L=fA CaNcRat AKCHM ... MICI)NOLL, am 11 ran WCOD REE SECTIONS ON SWEET lit AVCNORS: M COOKATTE SM SCHMU ON SHEET 3- tor WIN. 0~ .1 W&W %KLM wo" It V -V AX FOR WOOD SM SECTIONS ON SHEST 12 BE2uLAL-3rQRbi ttMj; 0"ATM 1/4' MAX. GAP 2.Sr Oft ,OHM "I"M r— Dow Z; ?j4 1 /4 t a t*,44111IJ —Cu > 2 0 0 Clio C-) -0 4-0 U) CD -0 0 0 0 0 C CL C M 25 0 CU LL CU > Cl) -0 (1) Cl) E -6-0 Co 0 1- CL cc -6--0 U) CL < W co C3. C= S-- C= C"i C-) U- 0- tA CIL c0l, :4 �X T1 C= Cu DO cc W 41 CM C: C2 CJ 1�! L ICU 0 0 CIO 0 0 CC M U.1 < Z Z SHEET NO. SH 1.0� aIi MIMQmTMi"''4�� PMaIR • • M 1/4- Mo. 't J-1 14 Iff■K�faflfluflf+�■�i�aTii ��,Q 1 1 1 IIIIID. WtY uu rru y� i I�,.�a•--1M}�Z (A t •l, TINT OO.N " �7'17-OPRw IMT• V • NOR. IAM4ITN I�_ t•lpM a. M YOYJ yL ] (1rP. 1V A OOM010 H '".1 WTAIL 2 WILL_IDM 4aF•Ma7MaLF 0) AP- » WoMYnluma°rS C' "M�OISDM�FL L.N a6Daco �,_•. - MARYliL alOM1 1MNELa 1D0 IRiOE: ANWE MtIJKro eot7w)9orWM TOP MV OF OPEPWID. ale. MULLION SPAN (FL) • REMM" Mt. 1UK MM,UON • 4 4'-r r . r . 1/r > 4'-a• TO 5'-r 2'. 4' . I/r r. 6 r 1 9 � INtil,..,lOE6 _ .LTlRt1.,TlE iB, t scam, 1/4- . 1- iRTT+ ,�iNaA i �w.MN " MLS7LLl1 11VE 41N IMAM' 111V . 1' lmam, I. INSTALLATIONS ARE ONLY VALIIO FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP 70 +55.5, -= p.9.1. ANO PANEL'S LENGTH UP TO a'-S'. 2. FOR NEW WOOD FRMAE CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIitC DENSITY OF 0.35 OR EQUAL N= FOR COMMMUM OF LTIOALG• TOP ! BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY MISTALLATION. filfflKl.Wlflflflf-----Sol •!fl loll • MMnm 'Wnw mul BMr. 1)EILWO ! ROOR IIDIIIIEIII� WILL t RODR Yd1MTWD 1NSTIl1A1!IOM _ LLtE■ItlIVE LYf 1N5TALIATIDNt< - LLTEBN�TIYE SMI (SECTION AT TOP IS LAI TED TO +56.5-67.0 MAX, ICAM 1/r . 1• ".D. DESIGN PRESSURE RATING) SOILL 1/4' . 1' 1 ,Y mM ONO, 6 ... MIMIK M AM" p,•� 4„�•r.. _n�_ II•2IM.M�� I�AA/y`1M•4.MM��MTAM�rI �� m AA,saOK.�A�L. RlsrAUATIOM _ 41a'4�•f4N•4 uW BOALL• 1p• . r I I I /4 VA. 21&/4, 4/4 a 414 , L 2,t'JW/iS 1, y At iW/115 I J oN TMINI' T' rAN4 L- AREA W/NO LSE MM / OR L SNM of In r NOTE max" L.. IIR{AM PAMOs W/ OR ..__._-i. fAE1Y pAN6 -,;1 ■611PIW / W/O REORIENT MACa (KE MOLE 1 ��q m OOMI'JWIE AINOes / . // , LAW sARTY sID101TO K PWAUEpMalltll Na tlralmut a In lNRT 1q Pou mr j WEEMEMMFWO.IDW W IfM wWOIL 0414. F TO BE INSIAU OR RDIOL9D FROM MAK xw ELEVATION WALL MOUMNO WALL AM FLOOR MOUNTING INSTALLATION SCALE 3/32•-t• SECTION 1 scuE IA.. 1' - SECTION 2 SCALE: 3A' . 1• ®®°A ' • ' ' .P baits ON NI: 9AF'Ptr STONY PAMfI SyaTNu raj tA710N I. LIFE SATM STORY PANEL OAK BE LOCATED AS AN END PANEL (FMST OR LAST PANE.) OR AS AN ANTERIOR PMPEI. (AN'/ PAIIFl "ATM BETWEEN ENDPASSES . ma.ma.UM.WpMpMM[NIMpLpnpll LIPS SAFETY FAEts IMY OR Wr NOT BE W9TAl1E0 ADJACENT TO PANELS AY'i MOIL ,) (W/ OR W/o UEOUAR Tw ) 2. SAFETY PA/E'L rntafTs OF DAA• GALVANIZED STEEL STORM P'AEL AS SECTION B-B PER cO1nOINfNr SHEET 2 OF ORAIrKG. LE SCALE 3/32'-1' TIES ►AIEL ITSELF TO K RONo,w OR rNarAtlm FROM THE ASIDE OF STRUCTURE• 3 In t1AFETr PAM&■■ fsO K Omf HEfek BOTTOM TMasl m 11 2THa���To COMPONENT BE fstALLm WALL OR FLOOR MOUNTED FOLLOWING SECTIONS , a; t�: ' EN,�r ''•. : oN TI16 . As WELL AS WEALS 1 a 2 ON SHEET 14. 1. IIn Lt1101H FOR ooMvoHEHr o f . MIN. ANCHOR 9PAT2NG FOR CrSN'OIENf f)ANCHORIGE AT BOTTOM f WAN ON FLOMDA BUILDBRO CODE IB Y NI � �• ,k a4f0 AWOL MG 20 UKOALVAWIZm STEEL STORM PAl1El SCHEDULES k 2. SHEET 14. * ;' COMPONENT MAY BE PERMANENT OR REMOVABLE. -0. i SEE DETAILS FOR 0WAlLATION INTO WOOD FRAME BIAIDINos ON SHEET 15. qGLOBAL PROTEC110N PRODUCTS. W 'Y'' --'- o••.,, oa IL EC IS e. NKaA. 9, s11Tfr l SEE SHEET 4 FOR DETAIL NT THE PW1`OM 7t' FOR THE Di•tAt1A710N OF A Ma R.aat4 `is$ N��, .a ► OMKML w Mw NMI% (M/)aK-79ML Sue OM)N* M SPACERS AT 1WACMi NIOTALLED ADJACENT AM BEYOND TO STNCC0/IIO00 BI/IDE. LLED ADJACENT AMy ti . -,r . , OM.4M.,IN ... . nE SFM/RRM9PB/0ME �1M}�a""r�°t°�•�7w MAXIMUM A.S.D. DESIGN PRESSURE RATING (a.f.i.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE IM110111A M•a. = " OOIIO 6 N6A. -7" r-r OP um a 1/r UKOUW 1 HNu 9 a 7 4M,A -7" 77'-r TO r-r MM. 2 3/4' UNIM W 1 H•Rr a . 7 .!L -?to Pr-r 1• 111-r Ma a 1/r ' • +4aa. -48.0 12'-4* OR less a 1/r • 60 6 R IODIOM ■ 0 . 10 MID MY FOR PAMDS(I). BA su1ALLm MM M PEA SWIMINM 1 TMW 7. ON ■LIRE a A at 1411MN AMA. Dow M7M0 b..(N.13 Y1tMAM mom WNW NR fA . 3 1/r - APPLXMZ 10 smov" F/ . M/Ior comemcm MUD" Pon IBNM i' D1.) I llm a w'-aAr aMM-M rMlm,.ac IDltlt • PIAM{yW[ RM TO 60OKW A WNW= 0�[ TO OaNOWM OONIIOomim! 10 lomcam O0MoIMI1E TO CO110WN O'MOKIa r WA OVA N/A r WA r 4.0 r• MAN t DO►) r r OVA WA r r r r r or , DIDROM) r N/A WA WA 91 N/A a• VIA r WA a ) •• 11/A N/A WA M' WA 6• WA r N/A a OMaO .W3. -7L0 OR Im r NM WA 0/4 0• O A r N/A r WA 3 . 4 DOP) r-r W I.m r r WA WA A. r r .• r r a Tp1,y) r M/A WA WA r WA r WA •' ,VI 7 DDP7 r a WA WA r A, r r' r •' 4. 7 pOnaO WA WA 1a 1/2• S ,/M' 17 t/R• O 1/.• • 1/4' a 1/4' • 1/4' • i/4' a) w PNff 10 A ,1 NOR &M40m MIWA ANCHM, vlaw MID M00AM 1N100 MOOD ON WADE 19 FILLOIMO FWWM IN 0K 0ML NR K UN IlOW IYNPA IIPE N w0ma INS"KaAMNS ONO no PRMW slNaar WOE MOMNIC AK ONSOMRO ON THIS 9111911" HRI La lm ma AVOW AMOK IN MAWLVMM WPOMO WIOaO am omak a By W MOON A K POWAL INDUM WPM 0110100101 UfO MCIM WA MO MMOWp IN LAM AMOMW THEM ANOIOM LEAD& �+ yea 1/4'. 1/4-r 1/4'. 1/4'M 1/41. _ 1/4% _ M. mom W.aO OQ a a , , P tq a A71IR M Bm OMM BON N 1 a I a tl m Om a• ---_ rm tm - ,m m ,m - IAO Im I 1 ! I WE 1 al 1 A 1 f6101'A TO CLAM, , . I to_ \ I i M - 1 1/.• JA r IVr Loom a m" ■amm W/ 1/4'0-•NI.• SAL MA. 0 a 1/4, O.C. MR PM4 WE= V M 11'r AD a yy,_ ,m 1 i OR N MNDMME /OKL D K PLO • 1s $ a• 0. C MM I 1 IF. TM pm PORIMIR, A a• la FOR M_ NL U mm up To W- MIRECT ALTEMMTM 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.O. DESIGN LOADS UP 70 +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO r-B'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD WADERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DEa1S W OF 0.55 OR EQUAL TOP ! BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. SIUD NOVERLAP 2H0 D •PANEL T01 L •• •� _ 6: ;M-�-1� P �L fl RI1 � •II S • i 1Rf I O ' �B�Bf Ems■ �a��D1A1�1�rtil�N � f)t��t�tl�►�tt�tl■■ O 11,3E V llt .1 1 - 1 •,. �' 7 . 1. • . .1 • •),. : it • . •!a31l • fl: L•fl cl ALTIOPNTE I /1 � u� III�Y II�NI' 0! �� / ,/4• Iw1 xl�llltE I I SGmAE 111 _-MOERIOR PANEL -GID PMIEL /.gip\ -./ � 3• - p roa Ra ra '"`sA1oM�'ia°" ' ,•-x MM DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) $CALm, 3/,r . 1• MAXIMUM A.S.D. DESIGN PRESSURE RATING (F.Ei.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE f .A fMLY 70 fLPflnMa 1 a M PIOIL_ n Fd1 AM SAMY smm PAIL% SYS[fll OM MIrPI ,SL - - M DAB PRIS,PW WPM or W-aw OMIt�1 NWONR TORN% O NaaIYN[ RIM APPUQML1 10 mcmw / . axamMm or WIDI MWRM PAaL UN M 'L• (IL) To coll10 70 T6 •wW t6 ea11v am To 55.0. -72.0 r N/A N/A N/A r N/A r WA 6• 1 N/A 1 • 2 ) 5•-r OR LESS y 7• (607T0Y) 455.0 -72.0 N/A N/A N/A 6' N/A 6' N/A r N/A r • 2 (TOP) S•-r 9' b' r r r 7 1/2' 9` 9• 9• O• i (soTTOY) { N/A N/A N/A {• N/A 6' N/A {• N/A 1 • 2 (TOP) r 4' 9• 6• 9' 6` {• a' r a• , (B(RT011) Aon"Aa rlloRPlc10 rCOMORM 1 I•aM • 6/r M roll TO► f N,a1Q Otf T DTr . r w IRON tO► v NISD TO ! of 71Ea1 1000I1IUA PANEL IFNNH t (k) 10 10 +40.2 -6/A 3• 1 3• 4 , 4 1/2' 2 (WMIQ r-r OR LESS 452J -6s.o 3• r 4' j A• 2 (BOTTOM) r-r ON LEM +53.0 -72.0 2 1/2- 2 1/2- 4• 7 1/2' 2 (BOTTOM) r-{' OR LESS 456A 0 2 1/2• 1 2 1/2' N/A N/A 2 (wrTow r-6' TO 9•-0' +56.0 -72.0 N/A N/A 3' 3' 2 ( r-r To a,-r avow AM ®11 NNl�Ia1a,. rM IMR IaM1M �1• rlt� .MPL -TEA r4' ' �.• �� m low Is MR NNNM WR a rMcm Ppll wwlAmow Pao MOOD Wm WALO . MIAOA AMOMOR rfmw AND IM1WAIsaUE M WK 0"TAP M AK omm an THM we"L $00 [aL Im 11MM mamm ON 90OIUOa nom RAOMO F MILTPUMA SAMW.O •ROAM ON MOM N 1141 M1,01106 FAWM PCR THK OPp40101 10 K Pe10fL MIRIAM We" oRAABO KIU Fmw sIML NIT K um 1"m OMIM4AI WAN alDrA[D FOR aAtN AlraloR TtPt M ANCIWK Loom �! y� 1/•ti 1/4Y 1pL t •: t/4i welt o www EMIT-M MA MINOR WANO , a a a : 1/2 •W"amt.r•/ 04 a a a 2 3 ImeM4 wr OO a a a ,A , In 4 IWL d now CODE ••T/•V.•.•: VAN" NMI AM AMON 0401110 r66 Lb. . 3 1/r •• A9.0 OPMMM Pltl>1tP1[ MINOR (µl.) TAKW or VP-GW CNA-41 PWpWas PDMa W PA/QMME Pm I OW scT KE7Nf TO F a NA commom0oN W "" MAMa11A Pea/0 Loam v (R) 70 CONOWIE amamE WuXX 70 ODIWam 70 COIMJWTa 610CN To OONCaETE TO COtICR['Tt IN"= TO OONOWII W Comml sum TO OMIONETE To WMDiTE am --I 6 Ca1AWDC 10 WI,CaD[ IN= P' N/A M/A N/A P• N/A r N/A r N/A N/A N/A 1 (TOP) 6' 4' N/A N/A 6• a' a' 6• 6' a' N/A N/A 1 (BOTTOM) 0• N/A 4/A N/A a• N/A 6' N/A or N/A N/A N/A 2 (TOP) 6' N/A N/A N/A 9• N/A b' N/A 5• N/A N/A N/A 2 (BOTTOM) b6.5, -72A 61 N/A N/A N/A 6• N/A 6- N/A 6' N/A N/A N/A 3 ! 4 (TOP) >r-r TO 6'-r OR LESS; a• 4' N/A N/A a• 6' a' 6' 6` r N/A N/A 3 (BORON) 6' N/A WA N/A 6' N/A 6' N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A 6' 6` 6• 6• 6' 6• N/A N/A 4 ! 7 (BOTTOM) WA N/A 12 1/2• 6 1/4' 12 1/2' 6 1/4` 6 1/4' { 1/1' 6 1/1' 6 1/4• N/A N/A 5 (TOP/BOTTgI) 60A, -633 N/A N/A 12 1/2• a 1/4' 12 1/2' 6 1/4- 6 t/4' 6 1/4- 6 1/4• 6 1/4- WA N/A 6 (TOP/B0T700A) '-6' TO 11•-Y 65.0. -7LO N/A N/A 6 1/4- N/A 6 1/4- N/A 6 1/4- 6 1/4• 6 1/4• 6 1/4• N/A N/A 6 (TOP/BOTTOM) -{' TO N/A N/A N/A N/A N/A N/A M/A N/A 6 1/4' 6 1/4• 6 1/4• 0 1/4" B. 9. 10 (TOP) -•BA r 1' N/A N/A N/A N/A N/A N/A a' r • 1/4• 6 1/4• 9 (ROTTEN) 12'-4. OR I--4 s' 4' N/A N/A N/A N/A MIA N/A 6• 6' 6 1/4• 6 1/4' 9 (BOTTOM) OR LESS N/A WA N/A N/A N/A N/A N/A N/A a 1p' a 1/4' a 1/4' 6 1/4' ,0 (BOTTOM) tQ fQ10 Iq Il AND to roa ANU101W "K. lvCa16 FOIL P6WIMIOM MO MOW PINE Munlal MNNPPI AMOOR OACIIOM MID MaaM11Y WK DWIAWW AK SDCM ON 11M MPIWIRL. FOR LD. J= itMN aND10WW ON a0lmtAt alfat ANCNol1 !MONO M MLL?fty MO aM0M0 Dow ON sawn at K iK FOLLLMMA FACMW MO 111E OPWd,W TO K MINIMAL KO M OPCW GRIPED UAW FACER SKI. Not K Lm THIN 101MA WOC M 0=90 FOR LAW AIO M "M AT AMCIIOK I O M) AIIfIOR tYPB _. 1/4•P 1MOOM ,/41 O MW-OP► 1/r. 1/•1 1/Y W4R�1 141 sastr Mr mom WNW 04 ) a a a 2 1/a a M 4Amp. a , a a a 'A 4 a a a 1/7 1 1/ ANJLI& Issic mom ASTOa s1 - - - - m •.A7 r /m ,m - tm m - ,1jr al Ln4OM I wow RLONWEO P_.�-1.�. AT MIDIIWTH OF F rxt s/a.t DOM MOUNT IdSTALLMH MW ] I I. INSTAUATI0118 FOR ALTERRATI ES OR. OR it IOW ONLY VALID FOR %NISI BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +43JIL -46.0 p.4.f. AND N- TIu/ PANS LENGTH UP 12'-4• EL' s FOR NOW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN �•••'•••.,T r; �C ••'•. ' PPE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL •�; • J �4' NdIF F1oR mRISIIY7MN9FntMrle: ND• 4 TOP 4 BOTTOM MOUJTOICS CAN BE COMBINED IN ANY WAY TO SUIT ANY q 1M.. PANEL UNION (SEE MORE 1) I p' iII! OF t MN11 2•N• WOOC N S cn (u a V L_ CD d C o O w C Q- cu -C a - a) =3 c0 0 N -0 cn C C � a O C6 U_ O O CL � 6 CD C1 <_ 2T -- X1•-10 PAMEIWTE KMM -`ice •"'D ew �"� W. 7 04. CD tbl CD a ti C eo G.0 LC.I i 474 NO Q .� CV _ _ FOR kill,fO ' y ay C.,OO Q X (I ra/Ryw•j 0,6. I Noe. Poe. Ltum (SEE "m I) y •4a• C ✓ c >r ji f � � p7 4O T y H •ate 4.1 I YAK• I I A i u i o ' eLv r• C../a/I Ilr aEa� 1 II PENETRATION! AT I II MD1wIN OF PRIME DIRECT 1119Ui'Qj11AN(LjAI I ATM wu 1 INSTALLATION 1/4/yaw.wel• • DETAILS FOR INTO OPTION # 1 FOR LIFE EXISTING WOOD STRUCTURES SAFETY STORM PANEL SYSTEM rrptaleR.nq/�t i0'faK w Mr9aUU ro ), I I I 71 oP y�•a/ ! 7I�a i MEW i�i"I"LAO1R MA KIM 012 Mr. 1 ALTERNATIVE 2 I ALTERNATIVE .,,,ti,,,.,r MrO1WM iodj•.Wia I I ro i I _ L� I , A1MN RAE RfMEG 8 aw ALTERNATIVE 3 ALTERNATIVE 4 i 4•• W MUWWa • r m W/ 11/Y /•10•,9/Y tDMM�Wa sY1100 W/ 1/4-A-aa.a• LL IAs. OR •Lt ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS 1/4•.-1/4-0-0 ►A,ID,ID[ Pa1M" ORon PIER • 1,�� WNp 7/Y.r RAW NmP t •HIRm TRAOU ION NOW MR MAINW WALL MOUNTING INSTALLATION ALTERNATIVE 1 W MONO AN - 1' AM I. w1A11A104 AMC (PLY W ID FOR PJLW M THIN AaD. DO MI MAPS Up TO MR 490.96 -72A PM AND FUELS LWIN Up M W-r. 2.me M . Lt% y00RCCC or 0. OR 9' OMMAS 10 K MOURIOIN SHEET NO. SH 1B1 ------- '•""•^-` (SIDE 3ECIIONS ON !MEETS 17. 1& 1• & 20)---.--.--- r MAX. 2,�/f7. 0/17. AvIll. 11101. M/17, B�/ 1. r NAM. I. MN. 6AW/1% 7Aw//s a MW/2a MR/to. TBW/16 a W/o I- MN1- M N. 4t I O -- O O O O 'I 1 O iq I i 11 IwHIL i I 11 »F T-7-T I 3F,' wL 11 ` A PANS MAX. rN I II :,•xI MR MNet .Y I_-.i '-i -�---"t' ---�--I (SEE SCHERRn WI• MM M LNR a EEHI ,Y16L MAX. SA/17, •A/17, ey,a, �H7, 4%1.1. s a 4 I. MN. aMWnB. 7w//a a w/2o >EI N6W/1L ,B+r/16 a �F/26 1• �""''-77 +--------------MICNONS (SEE SECTIONS ON MEETS 17, 10. 1a At 20)- OPTION #2 FOR LIFE SAFETY STORM PANELn ELEVATION SCAM 3/Ir-1' ,/r m w j�-11 �•1� sI.1Nal�1 MAXIMUM A.S.D. DESIGN PRESSURE Max. PANEL LENGTH L (ft.) MINIMUM SEPARATION PANEL RATING (p.a.f.) (SEE SECTIONS) TO GLASS CONDITION +55.0, -72.0 8'-8. 2 3/4' UNBOLTED / IaL - 1 w TAYINI • r as 1 , MEN mTtl COED N IA001 ,n• 1/A. i i I l ,\ � i _ , ••a tAPDaN • r ac. , I AT WODO HEAOM 1/Y 1/4. IE7 ! I Mm. INANB WOw•NWNM -B6 sOROMF... ! FARM t A •at /q tea NOTE BOA" 60AaT j mom L 61 D,m N01E, 1 0 � a •a�HE i I i afi�M.�W1� -- �.. I I - - � ! an I CON i CM. 11 A/! 0 13 IRDa"AP I ! ' i .. jNlr awMOi (6F1O10) RAIIRmw000 PLATEl_Wo00 PUTN ML kPILMOR AM Own I ILWM rDEa JJ 1. 06RLLAT" AM ONLY U" FOA RMDEOS CORN "a. DORM LOAM UP TO •44 L -72A pr PAD Pons WIDTH NIP 70 a'-r. 2. IN MON PEE NM 2 0 W/ WOO NAY FWAIS a O-M O 1 `MODES TO K fOVO16N R7/sYL ALL �' WNO MR a /2 //r Of - WPM 0 r Oj ATOM 19 Mft my l K COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2-1-) _-1L000' (Err21CXK 1,O7HQ-_ -_ 1/4• EDGE 7 L 34i� I mwmm am TYP. MIN A-453 T' DETAL AJ EDK DIME N YMIIA ' -------------------------- t. 1.3bp - ® staRu PANEL PMMMI Do Ili `14',. W/ KI[11UN COON. �. �AOL L&N' ISOMETRIC THEW DETAIL A 2.6w ROUNDED COMM •ENDS OF PANELS 126' END UP W/ HEMMEO LDOE. -}__--I (N.T.S) '----2.OW '1 TRICK r-� �.125' I 1 OWy3w��� ALUM, ANC C MULM --- 1,• LONE 8053-75 NMI. ALLOY 33 O mmys Q Ohl Mt= .Ter T-200• R+ y7(sD• 1 ILYP•1 , 1 ♦ K 6081 T6 Amn. AHOY SCALE 3/r.1- TM'CON • r O.C. Al WOO v PANEL U NOTH T I snow) I I I i W/ MIT © REVERSED 'Uw TRACK 125• 1 I 2.000' ' n2a• © 2wRSwOdow-` AI M M. AN C INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM ,,(` INTO EXISTING POURED CONCRETE OR CONCR��ErE BLOCK STRUCTURES J i t � AN CHI --.. r O.C.�H (- i r OMGW � ! Y OMICON A N HENS It.00K ® IIIFc- .a � mmI • I iH ��AIy•I,IIpN i W�N W WpN3 oCLASS L smwr Tmi - --A -:A- - r r G • i ! LIT.• ' i I I- 3/32' MNO NUT 3/32• WING ffTJMT .. MNYIER • t2 I/r Oc, i CCCF��L.. WASHO OWYm1D) TAPWN ANCHM 1 (WtaIN6ERED W/ 91UD) Imp (BIA666I[D W/ NL0) CONCRETE ALL dt CONCRETE @I= 011 CONWIT[ 6LOOc ILL y04U�NNI.. Rtwimm '� Ew7iY S01ILE 3/a'-1' SCALE 3/a'-1• to• e0 f0A A TINS • IRSwvnm AIIWIBW TIIB M IMAM F Nlo 0110 w P6w3Aints 600o I r woa raaw a PRIOR a WOMAN ANCHOR PAOM AND MEtEAM am offum ARE loom ON TI �� •wallwo Na.aa• N a IClm" FOR EA UDI TMN omm m ON $amm" NROAX AND" sM4 w r MA IOL"s Opt" O, I ON sonm " N 11,11 FOLLOMO Fwmw no TII OPOMNION 70 EE PPOND"111a11RED woom H60Wm umPww •INL NOT NC Dm FNMA MMWAM e1MC4O IIIOATm FORNAOI now "m N Two Sam" "WM i : No. . s S• i IMA Y ON UNIONS RIOR I Id. _. ._-- -_ ! ,? ....._ ---"- 3, _ s Mi umm mf I ArAN SCALE 3/6•-1- mm 1. II6TMUIONS ARE ONLY VALID FOR NILONOS WINS A.&D CC" LO UP M 456.5, -74.0 PUr AND ►ANEL'$ LENGTH tip TO 6'-6•. 2. FOR NEW Won FRAME CONSTAUCTONC WOOD MEMBERS TO A SOVDKIN NNE NO. 2. W/ VECWC ODISM OF O.B6 00 BDIALL. iL' • i I T tb.• i i f I IxtaeMk Ix O , ry i MASS I ' It E..11 i I A It O.A66 1 �LD• I i E{• ' I L_-_) In - 1,ttr-20x3/• s s N S w/ `: oft WISHER , /Y - 1• a-2o_.](•Ys MI 6 ; r r �n'.•TSu wN0 Poll w/ NOV[x , , I (6ErDw 4I i1AP Ile CON MDHIAS _f 1/r D.C. rAPCON __g m • 4 1n' O.C. L_- a1ED RDOIINKD WALL 101MIM WDIIAMN, WALL t._� CIOMM BLACK 6EOUIIm ss IIQIjM= SCALE 3/r.I* y�7� :� SCALE 3/r-1- • r D.c- THWAM t WOOD A I 1 m6aTal a�iH i a'DiNp - ! ' 0LA65 ! i 20.1- 1 f�fS� 1 NOTE I KLOIQ 3• Ma 2724p, 1724 11 • l IJ;. comcAER AIIWtEKW 101to 6 OH Wlml NCI[ 3 mow) 3' Ma.- ~1Do r AY10) 1E00MR PANDJ ONrwaA Pain) 0HHB11OR DAM&) �„y60 ; Va NOTE L, 4 s6aw 1 J 221 OM 1 L• I0w I 42. i J , w 4 w 7J4- rMaMurs 40 1• 40 I .L. 1 g[ NOR[ • eaDW. ai EQ NONE ! 1 FARUAiL RR) �"3• _ raR mNCOME yALIom SIX 'Nlaw r y{y tr---r GLidA_9 �gCA11DM Mw� Hg1OM ,M, - t' ML AT 6D MIaIS) a �A ®w/ A w/b�'', ® • wna LAID` NAM& (m� TO B a6rMlm d tACM »• • LpPK(T/WPN0A4RMw1<ALrAYt K PwPAOm M cM O". 1.TALMAM NB INIOYWED w AM RM IMIB{L n FAaIEAiE INMrMUWD� ABM HANDLE TD FAauIrE IH / M� A ID 6c rNRAUlD FROM E-t HANfi STORY PANE a p6'""� fA01 E-t HANG STORM PAN" SYSTEM 6aa2 , NORR 1 1/4• LYL OW®W/ yf /•• ,rd ar 1/4' VN w L4 -IN.. DAP AA RI/0 ®. ® I 1 1�CB-BoL°Ea°N TOLL Ydr . +' Mons (T). OF7aITIOM OF SF1NFx 1ma E - 2 HAND STOW PO4L SYSTEM C0166TNG Of PANEL 4 AT TOP a PAWLIMn PLUS OR Ir LONG (1). DEFINDONLOr Koors 2M&, E - 2 HANG SIM PAWL SYSTEM CONSISTING OF PANEL a V a = r/ PAPICARM CAM. TRACKS TOP a MOTTOM. (2). DID PANES SMALL ALMS N COMKCfFp TO pp��wO Su *ALL Wr MEANS OF (2). jpD RMELS SWWLL MAYS K CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP AR PMELWTES OA. r U8[A Y W/ 16 LO0 Q) TMCII d END PANELS ( 9MLL. IE MLVL4M AT TOP Or SUCH PON". MALL K CGNIECIFD 10 r/ 1 4Y-20LT EX w/ 7� WIT NK cO wrTm YA. MO TAPED M (3). r E0 ME 7 4D'Ef011 1MCK. CONI[CTON SHALL COBALT OF OE9CI6KD ON iqR 1//1 t• M.S. w 7 3T B•O HUT Olt 1 1'axJ/•' MALL TNNWgKw (� Nr0 7 gT7py TON OF fASTDiWt iAr BE AT EITHER OF TWO (3). FOR CAR TWEN ETD PANELS Ali USE JONRLY W/ IS- LAND X AT ExtEReR T rTNAES a Ei0 PNEL �now SUE 00 PAN" ME NOT CONNECTED TO SD1T011 TRACK A STOP Wt @I ANAL W PROWOED AT TOP OF BUCK FA ELS. (4). INCASE THAT 0ND M1EL5 AM N7O�TT CONNECTED 10 BOTTOM TAAW (La. A STOP 00 (4)SMALL K CONNECTED 70 BOTTOM TRACK. NOR OWNUTOM WHEN E0 PANMOUNTED TO 011011ING SILLS(ELLS AND SOME WWWR PANELS ME DIRECTLY UBIIO EPICS ANOrAIM ONE WISH" PAWL T01'PW) OM NOT[ (3) HOVE. AI SUCH G4E. CONNECTION 01 MIr15 PM'1[LMATESY 8PIO CAI OF ARACHOOD WFlSM11ONSDT� TRAdt3TO /M�ALL ro BOTTOM 1RACN MA7 OCCUR AT ANY PANEL LOCATION. M, OISWOL F01R 11BS NIRIIOR PANEL UBFDJp(��p� r r DOR (6) SEE SEL•110N 1•, 3' a 4' W SMELT 24. SEE ANCHOR 4CIEOLAE W !MEET 25. N„ SUCH TWAT 10JIICEIIT PANELS ro LEFT ! RONHT 9OE OF MEROR WVALL w NOW THION OVERLAPS RETAINED BY �. i-- to -I" TAAMIL Alt PLUS =--?n'a . 3/32' WINO NUT wA6Hd1 • 6 1/r O.C. om _._- IKOtIM NOOK WALL MMIUM DNAI LA770t! • in SPQR If •MINI aSM AIOIdA wn , W OO NlaCxlo FMHt 11/aI41101. 1tm l000 r AN•A IaNIa 7 7 Nwm IAa011at MN OEM = o 0411 N NO NAN TINS ON ,Isaalx ARI MarA1m a TK 4rwr..w arr.r NW a 3 964110ME FOR EA LEIS TNN pawn ON ==a ImeE MKNOA saw" w MUL1R/N0 Oacm BROWN ON $OHN 2 aAwwM orr. ONM •.) 3 3 1/1 ARIL vemnoTROIOR N INS[ FONOMO PACIOILL no - aPW1010N 10 K PON " ImUCm_"- as a l r - tUli -.. ._- EHACNo am= U" FACIA WALL NOT NE un TIN PIMA rAcm a•rwaND me INCH ANDOA rm A TI N1m= Y _-_ t# -__ at W M4aMM�NpMaE w i V' �/ 71 !It MAIt _� r aM own • -- NO\M 1 I � L14-Ir• PANOMdE PLUS w/ j -TJW . 3/32' WINO wit RASHER (R,011O) I REOULUDULUD E BIOCK O LFE OVUM SCALE vr-I, .L1M1� E�2 EMIrE Ut1dW PASTEL 211117rAM I. E-2 HANG STORM PANEL SHOW ON THIS PRODUCT EVAINTON DOCUMENT (P.E.O.) HA7 SEEN VEINED NOR COMPLIANCE N &I) WPM" EMBEDMENT OF TMOON ANCHORS AND PANEUTAIE FEMME O a MANOMA7E PLUS INTO CONCRETE ACCORDANCE WITH 711E 2020 (71N WITON) of THE FLORIDA K%OM COOS- BUICK NIML K 1 1/4-. DEMON WIND LOWS SWILL W DCIEIWEIEO A6 PER SWIM I&" OF THE AS ME MENTIONED COOL &2) MINIMUM E3mmMOR OF 1/4•0 x ?Ar CAUL-sH ANCHION SHALL K 6 1/0- ALTO CONCRETE. FOR A WNp SPEED A RlOLI6KD BY TIE J1660NCtON WINERE 11ESE Na)ITfl4 TRL BE MNSfALLEO AND NO EMKDMWNr N('0 AN,' fBISM WTEIYL STALL K PERMITTED. FOR A OIECRONMJIY iALTOR Ka-tl.63. U6NO ASCE 7-If NO SMALL NOT EKCEED THE 16110MUM (A,S.0.) 1/4' 0-20 SS SgRWLH SOUS USED WALL BE LONG Do""" F6NSH MATERIAL Own TO 0E5OH PRESSURE KATOM 110 CA ED ON SNEM 25 a 26. ENGAGE 3/4' NM ANCHORS. N CIDER TO VEWY THE ABOVE CONDITION. ULTIMIE OEM WIND LOADS DETERM ED PER ASCE 7-16 SHALL N FIST REDUCED TO A��LcD. DESIGN WIND LOADS BY MULTPNC THEM IN 0.6 IN ORDER TO &3) IN CABS THAT PRECAST STONE. OR PRECAST CONCRETE PANELS K FOUND ON THE OaSTINO L. WA TO COIPME THESE W/ MAIL (NLS.D) I PRESUM MY11O0.S NNGTED ON MEETS 25 0 25. ANCHIOWS NULL BE LONG D4000H TO REACH THE MAIN SYk CTIRE KHND SUCH PANELS. AN AMIDE HALL K A MMEMTO N D N 8.1) AND IN N CAM TO VIUWY TINT! COMPONENTS AND ACHORII ON THIS P.E.D. AS TESTED WERE NOT OM STRESSED. A 33R SNCwOSE N ALLONA/LE STRL>R FOR WIND LAWS WAS JIM USED N 1" ANALYSIS, FASTENERS SPACING TO WOOD INS BEEN DETERMINED IN ACCORDANCE WITH M.O.S. 2015, (C) A PVU•K N *UM FOLLOWING ALL OF THE RECOMME10A7NH1S NIT SPECi:rfATO06 OF THE ANCHOR'S MANUNACTUR SICAM PANEL'S ADEOWCY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERf= N ACOOIIDAMCE WITH SCL710N 1626 OF THE ABOVE CODE AS PER fENESIRAl1OM 7ESIINC IABORAIMY, NC. REPORT / IOJ1. AS PROTOCOLS TAS-201. 11. R SHIML N 111E IESPONSBIIIY OF 71E CONITRACIOR 10 VEINY 711E BOAU1011FS5 OF THE STRUCTURE W11[R[ N1UTG OMIE D IAS-20 1A-202 AND TAB-10y g TO BE ATTI WkD TO PRO►ER ANCIORIICf. THIS SHUTTER OWL ONLY BE ATTACHED TO CO OML NICK 2. THIS SYSTEM HASKENM OLSONILD TO BE IhTALLEO ON THE 01lT80E of THE OPE)IO ACCESSING THE OPENING FROM THE OR WOOD FRAME SUED60S. WINCE W/0 ?HE USE OF A LADDER ON UFT. THIS APPLICATION IS VALID WHEN INSTALLATION 6 WEILM 70 BE PERFORMED 12. THE OWALLAYM CONTRACTOR IS TO KN/CAULK ALL SNUM COMPONENT EDCES WWH REMAIN IN CONTINUOUS FROM THE ONDE OF STRUCTURE. CONTACT WITH THE BALOW TO FREM NT 10140/1MN 6RRUPON. OMAN A0 SEA "ITER TRACKS ALL POND FULL Umom 3. SERIES 1000 6NSTALLATON 6 APPUO SUE TO SIDLE AND DOUBLE HMD SITE WINDOWS WHEN NSTAlAT10N 6 WOUI ED TO K ' PERrORWD FROM THE RODE Or SRWCT AL 13, STOW, PAWL NSTALLA110N SHALL COMPLY WITH SPECS NDICATEO IN Tat DRAWIO PLUS ANY BUI1,0010 AO 20HN0 REO"M MS PROMDED Of THE A MBOICIDM WHERE PERMIT IS APPLIED To. 4. SERIES 2000 MWALLATIDN IS APPLICABLE TO SINGLE NIT DOUBLE HUNG AND I401117WAL SLIDERS STYLE WIDOWS WHEN NSTALATON 6 REQUIRED TO K PERFORMED FROM THE 114M OF STRUCTURE. 14, ATBW WINDOWS AND I V - NC. E - 2 HAND STORM PANEL 6TIET00' IS PAIOR POMM S. ALL ALIRAIW EXTRUSIONS TO K 60W-T6 ALLOY NIT TO". (AUNESS OTHERWISE NOTED) IS. (a) THIS PRODUCT MAXIM DOCUMENT (P.LD.) PREPARED BY THIS DINOM S GENERIC AND DOES NOT PAIDME INFORMATION FOR A VIE SPECIFIC M16AECT1 I.a. Mlf'11E THE SITE CONDPTONS DEIMIE FROM THE PIA S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HOPE 3105-Aft AUDY. (b) WO FOW PIRICFYLSE AN NSTAIATON IIICWDNG LINE SALTY Oi 7. ALL STEEL SHEET METAL PANELS SHALL tME STRUCTURAL OALAY STEEL. AST4 A-6W WIDE SD Min.. GALVANIZED STEEL THIS PRODUCT BASED PLO. PRVNIu HKNS CON01110NS OE7AIED ON DESONATOM W/Fy- 3&S AM (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT On 15 THE CONTRACTW'DEVA1 S. ALL SCREWS 70 K STANOLUS STEEL 304 OR 316 AM BEERS OR CORROSION RESISTANT COATED CARBON STEEL AS PO DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL K CONSIDERED NVAUD r MODMED. 50018 W/ 50 NO YIELD SM04TH AND 60 AN TE OU STREKWH & STALL COMPLY W/ FLORM BUILD"CODE SECTION 2411.3.3.4. (a) SITE SPECIFIC PROJECTS SMALL K PREPPED BY A FLORIDA REGISTERED DDINEER OR AWMECT WHICH WILL s. DOLTS TO K WIN A-307 OALVAWED STEEL OR AM 304 SERIES STAIL33S STEEL WITH 36 Mal MINIAN YIELD STRENGTH. BECOME M ENOIIEER OF RECORD (EO.R.) FOR IME PROW AND WHO WILL K MENod BLE FOR TALL PW" SI a TIE 1 t"11 ENNIE7t OF RBCOID ACTN6 AB A OELMATED ENOWEER TO THE PLO. ENOEFR. SHALL 10. ANCHORS TO WALL SHALL N AS FOLLOWS: SUBMIT TO THIS LATTER THE NTE SPECIFIC mvwm FOR IKVIEW. WKIC (a) THLS P.ED. MALL BEM 71E DATE AND ORDINAL SEAL AND NGNATUMK Of THE PROFESSIONAL F31AE0t OF - I/4•P TAPCON ANCHORS A M ANINACTUItEO BY LT.w. NALDEx. NC. (MIN. re-3162 p-a.L) RECOIID THAT PIIVARED IT. - 1/4• ANC a K 7/5- CALK-M HOR& AS MAHUFACTUIKO BY CEYMLT INC.,r C. (MN, 3000 P. L) Ill. STORM PANEL MANNMCTUU11M LAKE SHUL K LOCATED ON A READILY VSWE LOCATON AT STOW PANEL N - /14-10 PAELMATE FELALE I0 a PAIEMATE PLUS AMC HORS, AS ~ACMM BY ELCO CONSIRICTIOM PRODUCTS. ACCORDANCE WITH SECTION 170&2.3 OF FLORIDA, WILDINO CODE. ONE LABEL SMALL K PLACED FOR EMERY MOM (11-3350 PSI.) LAINIM M COMPLY WITH SECTION 1I06.94 OF THE FLOROA BUKOM6 COOS. At) MINIMUM EM INAWNT Of TAPCON ANC O'" WID POURED CONCRETE SHALL a 1 3/4' AND 2' FOR PAWLMATE FEMALE 0 • PAWLMATE PLUS. A2) MINIMUM EMIMMENT OF 1/4-0 K 7/5' CALK -IN ANCHORS SMALL K IS 7/6• INTO CONOAM. NO DommeNT INTO ANY FPW RWERIAL SHALL BE PLRITIFD. 1/4• 0-20 W NDEIIALK BOLTS USED *A L BE LOW ENOION(NO1AD ANY FRNSH WTIORAL E7IST) TO E1WCE 3/4' MNIO ANCHORS. Ea" r�r AJ) FL CASE TAT PRECAST SK EC/LST CONCRETE PANELS, PAVERS BE FOUND W WALL •• ••• '•VCEM�:••,� IN FLOOR, ANClIOA6 sHNM1 K LAND FNOt10N ro REACH THE DAWN SiRUC1LMK BEHIND SUCH PANELS. ANCIORAO[ SHALL U KI H PANELS C `�: K AS WHINED N At) AM IN A2). No. 44167 A, # * - 1/4' • TAPCON AMC0R5 M MANUFACTURED N I.i.w. NMLAE,X. INC.' MOEWA NALDBNO CODE V NurFIaa16 - 1/4- • x 7/6' CALK-IH 44000. AS WIAWACTLMKD BY DEVALT TIC. (r.-ISCO P.a.L) is salsa Immm a1C , '••• -` IO BASE BALVAmm PM STORM PAIL - /14-10 PANELLATE FEWLE 0 AND PANRIATE PINS ANCHORS. AS MANrACTLM BY ELL•0 CONSTRUCTION ,•OW DA• PRODUCTS (rm-207I p.a.L) . u 924m" am 20 now m afDM1�0MiNa a.w INSTALLATION ' OLIA LS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL O POURED CONCRETE OR CONCRETE BLOCK so LwAINew 4 aL• 1 i 1 1 I 1 1 ON F FON W. A al aOLU { LNL 1 ) i1ML1 { i • I H 1 1 I I I WALL AND DIRECT hr%.•;`ii•Ta�rr";';?TT'�r.,N ._i •, � •. LEIS.,• .�I -4--• CD L � N _ cu N U N 2 a O -� O .� cv U -v n- c = � O its C c p N 3 cu .L o ^�^ I- �N.6cn cV - .- � Cn <C N N C`L N N o N 9 W LL WC V i . V_ Ca C O m C'4'4 H N O CO O) N ++ G uY-CC CC 3 N 07 Hp O O A p cu U CD U c O W LU Q z z Q J a SHEET N0. SH 1,2 1; ­11PIN -6001wm V A"m TO `HMIA _7" 70' OR LESS 2 spr 1 8OLIED 1 3, 2V A'S'V +IMM -76.3 w am LESS 2 T/r OIL" IV & OR MAXINUM N4C"= &'AM IN L Go 3 llr APPLICAMUT TO Z=' 6. or Im POW wwk [P-*0 CMUc-" OWNWAOn ROMAS 6 PeaLwm Pus TO caavm TO ammeam TO TIM!"En" To COMMI III cmimm MUM 12" NIA 12. N/A Ir N/A 12* 1. , 2. (TOP) It* ro, to. r S* 4. +68-43, -75.3 51 1. 1. 1. 11 ..ON) 70* OR LESS N/A - N/A N/A N/A N/A 12 1/2' it' 2' (BOTTOM) - - 7' NI/A 6 1/2' N/A 4 1/2- N/A 4 I/z* N/A 3. 0(p) Ir N/A 12' N/A , N/A 9 1/2- N/A x (BOTTOM) 12^ M/A 12, N/A Ir N/A Ir N/A 4' (W) L 12' a" 12- 9 1/2' 12* 11, 12' It- 4' (BOTTOM) LIMITED 70 44,0 P�I. ASA). PROSSIUME MyW. a SIX am IS FOR ANCHORS raw a SAMIw I" mrmlxn" INTO WOOD WAME KINSM MNIMUNI ANCHOR WAVINIS AND 111140401 DOME ONIAMX AIR 04"M ON INS $041KAL 001 EA L09 TAW 11401CAM ON NNAU ONMa NOW WRONG BY MUIJftVMS IMM INWO ON OMMU IN INE FOUAWM FACIONS, MR NO OPOWM 10 K POORL ROOM WRONG GIMINID UM FMCM SNNA to^" SPACING Now= FOR am Now TYPE AT nomm 1 1/4 1/4 .0 Ijww `70- 0"-m 01 APO= WMM OL) 3 3 $A sel"Ift 00 PAW-3 low.% ftA w 3 3 3 A 3 3,A 3 '/j 4 mxA as ow aws" - - jo r IAG Im A 3 Iff + IwOUIm " DISTANCE wrom BOTTOM L-t-JI/2' AND a) TO 11L 112' 01 PAND, ACQUIRES M- DISTANCE BETWEEN 9"M OF PANIM I AM 4D TO BE. Spar 3/Ir Mo. COMPONENTS FOR REGULAR, IFIE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCAE 1/2-1 (IDTAL *=My-- r :1.5w (D WORM PAM ----------------- KTAIL A FAMMIS OIALL K INSTALLED ALWAYS " AT 00 AT LEFT SIDE Of PIANO. low u" TO Neff W/ I/r us Awals no LIP w �"iloWiiii�' *O.QS* .&AW AWL ISCUIETM VIEW QML A ROUNDED CORNER 0 ENOS OF POWS DID LIP W/ HEMMED ME 04-73) .072' (YYP.) 3.7' -a+ -J.7w _ Go" jum" AMU 0 0 1/4� an 0 12 Sir or - Ow K Mmmm WHO NEAM 'F_' TRWK AME MH STUD 91. 0.024- QAMJ STEEL .375* i 1­1­ -_�M PANEL 0 '.1 To b i O-or CAW# o.ml OU7W ; a�� OR 0 - Alk .0118' AW J2V monam (1) KEY K= WASHER 105-HIS4 ALUM. ALLOY 3 KEY MXE AT PANIEL 0511 SHOM 5 FOR ADDITIONAL. air LXNTATON or omw Le"m 6 1 0 _125' ONLY VAUD FOR INSTALLATIONS INTO [TYP.) WOW SWAICTURCS. 1 '2w OW-- 2 3.11w L-2 .129* 2 A, saw i.mr L_ cm)j KV. 'He WEADM U1 14upER 1 -1, 11 MIN. TO r sum I MAIL 4m. LOW 2. I 2w3r Ow ANN. L MP 7_7801 SOCRO ,21' aum)-ouT or NALD-OUT *Fw TRACK @ TRACK AN= (ZAmmAc Ow f + 24-- T 14, =:ft MOT .M SHOETS 0 THROUGH V Mo. PAND, LENOTHI (Sm soma ON SHW 3) ON O.r- or MLL OR SLAS CONDITION) IN gem 2 THROUGH 10) MUNG Mi C" MWNTM %MIA 9 THROUGH 10) 9 w0j" 10) _A (@ J" TRACK @ im (I I Ato mw (USE ONLY FOR E-Z KING SIGN PANEL SYSTEM) GO&N-Te AiLum. AIM CONCRETE LOGO" MULE ON INFIGUGH 10) :1111011 LEG. 'Ir im GLASS. ON p I V PAM LENGTH (SEE 90"m ON SHIMIT 3) OF V STATE to PANEL i (SEE I Mi.. ON 33 no POW SERAIRAMON TO GLASS. I q) ON SHIEM (sm poww" ON SHMET 3) to 9 I ORACER CONCRETE ANCHOR$ (SEE SCHEDULE ON OEM 0 THROUGH 10T -4) 2 1/0- U014 MAX. MANMW IDIOM PER SHMET OR CONCRETE BLOM REOUIRM. I* MAX LONG ALUMINUM SPACIVIS 0 DMITINC POWNED CONCRETE SALPLACDOCUM !XA%C_PX FOR 12 1/2- D.C. (SEE TANUE #1 ON 94EM 2 10.) SCALE 3/11-1- 24 OAK $&VAN= STEEL STORM PANEL DIM I E �CO �W MRCM MWM U-C- 20-175 OW" ft WA= U1,11 &JT I= or is INSTALLATION DETAILS FOR SERIES 2000 & 1000 _E-Z HANG STORM PANEL INTO EXISTING W090 STRUCTURES L49 Samm 0 r O.C. W/ scanis 0 6- or- w" THREADED PDCTRATION ;/4 Ml�- THREADED PD17ROM To LIUMM WOUD HEAM. (3) W. 2'.4* Ratio HDIDIR I= WOOD WAO". AN OR 4 O� liftr ".c 0 u Do ore 44.11 SKSOLr 1A Do 0 in 0 61 Ox, W/ 1 1/2' VA.. TIVIPM vempmom ��Dcr 1 2. & WING WR WADM A OF cm -a L trio* N_ w "WITT or V&w 4 C.* SALL pul t,,MflwN 0 a END or it) 010E DETAIL 1/24 a it ilj�'j y NOTE IA KIOW) 1/4*0 1* KIM 0 9, Gr. WE: & P 2 I= - TO OVARL j �#' mu­r - rlApA, �.. IHN. MANTINI'Ma" 12 t1r Gc1 I INSTA"TM WA� I Mo hILTERNAM 2"W PUT ON 04 DOE IMALL AR SCALE 1/4"-1" wAr I P0.1- mm I INSALUNT" ARE ONLY VAUD I" BUILDINGS on" (:?M LOADS UP TO K% -7b.a Am AM meww$ IBM" UP To S.-I 2. FOR HE* WOOD =00MOSTRUCTIOROW Now TO K SOUTHERN Pot No. 2. W/ toll, 0, OR At TOP, As 1 100 04 200D INSIPLUIT" TYPE 04 MEET 21 WARK&W Tw K COMBINED IN ANY ALItRIMATNE Comoffmu TOP mnm WOW A AMOUNT I WAY t %7M1trZM'A"AT AM WIN 1/4". 1' NOTE SHUM TWO NOT SHOWN Mo writy SMIT PAMOA(b AT TOP CR BOTTOM WITH TRAM (b Oka MAXIMUM PANEL LENOTH "L+" OR "L-" (ft.) 0 MAININAM "0. PROPIRM RATING or CONCRETE a wm t Sao no JLQ to'-W low 0,4. 45.0 01-61 r.1. me a, .0' Sao Sao 81-0, It-4- - 7" r-S. #1-101 Sao r-1. 617* no r". 1,1. Sao IF, -01 AGO o'-** IF-#* 100.0 81-8* r"O "no 9.9 r 5* 9XV 1 3 L A BILGiO A-- Im samors 4V Ge. W/ 'Ir VIA, Twommo pvvmwp DNM "m mum. M.1 ft C711.11_YE 4C.-L p4w $m.S. 0 Mk DO or 1/24 & Lg:�Mft# SCW/ WOW32* UK" 0 IN 4 LAG IN ffl�r AT am ln ILE or Alm Bull %1 Wit FLORIDA BUILDING CODE (K2h Velocity "Wrfoano Zoned 10.4 aw" MUM Wc_ "a mumm Sim Sm PAREL Oft at., S 0 . OF( 01k ..... 11LIECOome. MMAL MTECTIM PMW= UZ. "weff (KINIM-7544. ft (M)M� ML. at-ML-11 giitmrg Gong .0. - is 1-115- Pi's F19 f 1 1 a a, a nNa Cgjaj coggesmIlmma 2/4 f/4. S/4. 4/S. 5/3 & 6/5 Amcmms (SEE SOCKU am W/6, 2W/6, 3W/7 4W/7 CONCRIM m=K & WOOD (t) Sam 1, 10 act I) SWIRIA-PAKI I M 1911M At UGH 0 6 no WITH TRACKS -1 r- r -7 - 7 r f-T 77 �T' DIRECT MCIUM AT UCH QMA MAXIMUM PANEL LENOTH L+- OR -L-- (ft.) 0 PRESSUIRE mim (+ CONCRETE a wm INSTALUATIONS t 11'r .00.0 W-10" t Afta 91-01 Ir-1. 410 *'-1* 4r-;- - dr-711 S" 8*-J' r- Sao 11-r ow 71-s' r-2; mo 1.,. 61-8 SAO ;"-o* 91-3* Mo A-d' 81-31 Rao 61-91 11SO o1_r 5,10* 10GO 91-31 S.-r IOIA* S'-4' 51-1 ; fitil! MAXIMUM PANEL LOOM 0") MINIMUM SEPARATION SO GLASS SCHEDULE WIND SPEED 4 170 .P.h Real SPEED 170 ft" UNRESTRAINED REITTRAmom UNRESTRAINED awrwmm 30 OR LEN 1. 1. 6 1/4r- 3,33 70 so 1. 7 i/r >00 TO 146 7 /2 Jme V"" 7 a TOP mom "LAWN U. HEADER STUD ARGUE TMC;c AME JAL PAO-QUI r TIMM DIRECT moon W 3r w w w IAXI.r SnO ARGUE 3r 1. 1. 1. 1. 3r 1. TRACK 1. 3r 32. 4r or w w MR-W7 w 1. 1. 3r w Be w .91 w D.M.,O. (SEE SECTIONS - ­- - I -- V� /1�� '//_ --- - I - a -441 - I �_. 1 T; t t ral 1 4 T to- 1 1 t Tal I r ral - 3: MAI: MAK MIN. X5 6/5 1 MIML 1.10.2/4 1/4. 3/4. 4/5, 5 & 4W/7 Lvw/6- M L ...... .. .. ANCHORS (W SCHEDULE ON SH REGULM STORM PANEL in ELEVATION /4- Met. OAP IAW (mm. amaw -I som VALLEY) 7-S 70117 7-7 X-1 N. (2) GIVEN A I T WKLANNS WM WOW ARE LAIRIM TO 06 pal. MAYL A.S.O. OEM PRESSURE RAOIG 44167 can umm Ic 24 OAK 4ALVAM= SIM STORM PANEL ova W. YE OF =TE c 0 ;wm M=Tm Pmwm U.C. Oft 4$M $A I VMW 20-175 _"Mw WINNING INSTALLATION DETAILS FOR REGULAR PANEL Q INTO WOOD STRUCTURES 7�_ T VA -7-T T T TO GLASS. --r.= ON (SO SCHED" ON Ow 3) SWEET 11) 0 2 .01111M. LENON F4) MOST" WOOD ANCNORS WIN I sm SCHIED" (SEE 304cku ON1_ i� 1 ye e SPACER SMEET ti) MAX mil I I SPAM.- OF V 717 i I e, LENGTH W, WOOD HEAD L ED ARM, T- REQUIRED I;V, I I I ED IN _,-, I J.. . I- MW LOW ALUMINUM SPACERS 0 12 1/2' Mill. S"K. %op.M.4). FOR, 1. MAJI. 1 1/2' 1" SLEIINES. SID'ASIVION I MAX. PANEL LOOM PA*ft. uwm -..E SCHEDULE (WE SCHEDULE (SEE I PANEL NATE FOWL 0 OR PANEL MATE 11 ON SWEET 3) ON SHEET 3) ON $"MIT �) : PLUS (SEE $cmeow ON *w 11) a 'VA- ��L AT I =%Mn TO Was. I 2*x4* WOOD.- - + ILE PLATE WAUNIIED t"ON i n =3 DIRECT I I i I Y' SEE ON SHMET I I MR VAX. PANEL LENGINIS Al 0 12 1/2' O.C, MUS��tl a .0 Ots" LOACS FOR INS INST044ATION. or V to I 61�91 W 12 1/2- D.C. N 11 WOOD ANCHORS STAGGERED W/ Sluct L_ Z ON 2% M K I Iff LOW in L_ -.@ (1) WOUAM 0 LIMIM 10 A ONE MW MLOW WON lir-V r.4* WOM N MAN MPO 110W:� 00A OMMON *Mm PASM PLATE REOIAKW I 7T ';wL sommum it wo WOOD V so M on SIMM StAGGI NN REOUIRED DO 10010110 =4 IM COWOW 1A PANIC. MAK FROU 4 OR d 11r (SEE -=z- BIT SCHEDULE ON We W' iM7 N." a:4. - - won on" POBNM +ft -0 Pat. Mam Is= a Ism IQ w a AIR WOW a 0100. am -1 �' GO waves Slow FIND, umm is WALL U MOLNT is� LOM "M Allow w ALUMIF (4) Rr ##A $HILL K As 01010401 am WALL. MOUNTM :r'r%Lw%Vm&c:L V V-49 3/W- to 1w Me VAUMM am o CiN c N FLORIDA BUILDING CODE (Man Ngh V�Opft Mo ft* ZDA4111 1. INSTALLATIIDN ARE ONLY VAUD FOR MAX, JLS.G. emm "011m W. r.0 Nam FOR COMIMMA= OF SOW No. 44101 *1 DESIGN PRESSURE RATING (p.0) AND PANEL LENGTHS 24 UK QALVANW STEEL STORM PANEL on, TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SWAY 3 (EXMK FOR COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) 7Z R C 0=.. \ am& PROTECWN PROMM Lm ".. 'S INSTALLATION. 0 WiLal Of= It to 2. FOR NEW WOOD FRAME CONMUCTION: WOOD . 9!01441 "Soft Imsmo-l"A. 20-175 i V.At mp MEMBERS To BE SOUTHERN PINE No 2. W/ SPECIFIC fft (04)004W ft. Mimi "I """I DENSITY OF 0.55 OR COUAL swoorle Lam N= (0) !g'wj' GpAmy' Q khw-; 1. SYDRAI PANEL SHOWN ON THIS . V^AXMN DOCUMENT (P.E.0) HAS K04 VERIFIED FOR COMPLIANCE IN ACCORDANCE PROCA, 'm AS MANUFACTURED BY LT.W. BUILM, INIC WITH THE 2020 (7th EOMON) OF THE FLORIDA MUM CODE. THIS STORM PANEL 04AU NOT BE INSTALLED AT HIGH #14-10 PANEUMATE FIEMALE 0 AND PANO-VA7E PLUS ANCHORS. AS MAHWACTURM) BY ELCO ON CONSTRUCT PRODUCTS VEIOCM HU00RICANE ZONES (MWA-DW / OtDWM COUNTIES). - 1�4'0 L� SCREWS PER N.D.L DESIGN WIND LOADS $HALL K DETERMINED AS PER SECTION 160 OF 7K ABOVE MENTIONED COM. FOR A BASIC WIND to, 5/5 WOOD NO". AS DISTRIBUTED BY ALL POW SCREW. BOLT & SPECIALTY 00. SP AS RODUIRMD BY YK AAHSINCY1001 *HERE STORM PANEL OU K INITAUM). AND FOR A DIRECTIDNALITY FACM NO -0.0% USING ASCE 7-10 AM SHM.L NO EXCM THE WXMMUM (A.S.D.) KNOW PRESSURE MTINM INDICATED ON SHEETS Cl) MINIMUM THRIADIO) PENETRATION INTO WOOD Or TAPCON ANCHORS SHAU. BE 1 1/2' 1- FOR ELOO PA LAWE AND K 3, 9 TMRU 12 111 1?. 1& AND PANUMALE FEMALE ID. 1% ORDER TO VEWAT THE ABOVE CONOTTIM ULTIMATE DESIGN WIND LOADS DETERIMP" PER ASCE 7-4 SHAU. BE FIRST REDUCED TO A.&D. DES" PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPAK 74M W/ MAX. (A.3.0,) C.2) MAWM THREADED PENETRATION OF LAC SCREV. INTO THE WOOD FRAMIE UNIT SMALL BE I I"NO THREAM DESIGN PRESSURE WON MUM ON SPICETS 3. 9 THRU Q & 17. 18. PENETRATION INTO SIUCCO $HALL BE CONSIDERED AS PANT Or THE REQUIRED THREADED PEN IN ORDER TO VERIFY W ANCHORS ON THIS P.E.D. AS IMS, WM NOT OVER STRESSED, A 33S INCREASE NO ALLOWABLE SIRM MR WIND LOADS WAS M USED IN THEIR AN003M FASTENERS SPhCM TO WOOD HAS BEEN DETOMMINED IN CA) MINIMUM EDGE DISTANCE OF LAO SCREWS, INTO WOOD WOU BE AS INDICATED IN THIS DMWW ACCORDANCE WITH N.D.S. 2018. STORMI PAREL'S ADEQUACY FOR ~ AM WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF CA) MINNUM PENETRATION OF WOOD W"M OW.L WE 5/0-. 1/4- 0-20 SCREWS USED %Mt BE 1 1/2- LONG MINNAPM THE ABOVEIMEINTIONIED CODE AS PER AMERIM TEST L42 OF SOUTH FLORIDA REPORTS 100MOI -01 AND IMIS.02-011, AS SHOULD StuCCO EXIST. AM I" Mwam FOR WAIAS WITH No SIUCCO, PER BOND 2-29 a AVM E 330-02 STANDARDS. AND AMERICAN TESTING LAD SOUTH FLORIDA ROPORT #1123.01-10 AS PER TAS-201 AND TAS-203 PROTOCOM AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1804 OF THE C1) IN CAM THAT PRIOCATT STONE, ON PRECAST CONCRETE PAIALS SWCCD OR WOOD BMW K FOUND ON THE DUSTING FLORIDA &ALONG CODE. WAIL ANCHORS, SHALL K LONG ENOUGH TO REACH THE MAW i!rft� KHM SUCH PAN=. A40+DMK SHALL BE AS MENTIDW IN CA), CL2) Ar C.4) 2. ALL ALUMRWUM UMS04 TO K 50&-TG ALLOY NO TEMPER. (UNUSS Oftimm NOTIIO)� SEE SHEET 2 (0) AKHOR$ VVU K INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AM SPECIFICATIONS OF ME ANCHOR'S MMWACTUREIL 3. ALL N-VOWN SHEET METAL USED AT CLOSURCS "ALL MAW 3$05-HI4 ALLOY� & PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTAILATOW Orms S"^ ON SECTION I THROUGH 6 (SHIM 4 4. ALL STEEL IMMET METAL PANELS SMALL HAVE STRUCTURAL QUALITY STEEL ASTM A-653 QUM GO U*WA, Q-010 GALVANIZED 740101.1014 5) 00CEPT THAT NIVIDERS o *0 WALL Nat K USED. STEEL DESIGNATION W/FY- 22.2 AM (AFTER ROLLED). 9 IT SMALL K THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUND"M Of THE STRUCTURE WWERE SHUTTER IS TO BE S. ALL $CRM TO BE STAINLESS STEEL 304 OR 316 AS SMES OR CORROSION RESISTANT COATED CARBON STEEL AS PER Do' ATTACHED TO KSUK PROPER ANCHORAGE THIS SHUTTER SHAA1 ONLY BE ATTACHED To CONCRETE. WILM 00 WOOD FRAME INALD"m SOQ;8 W/.SO W YIELD STRENGTH AND 90 ki TENSILE STROHM AND 5WU COMPLY W/ FLORIDA BUILDING CODE SECTION 241 3.3.4 10. EACH REGULAR STORM PANEL WITH UIDOGINS OVER 90". AS PER SECTIONS 1. 2 4 5 6 AND ALTERNATIVES IW. 3W & OW ON 94CM 4. 5. 6 A, 7 RESPECTIVELY.- SHALL HAW A LEGIBLE AND WDILY Milik 4AA049 0111TRUCTING 0*40 OR TOGWIT TO S. DOLTS TO BE ASTM A-307 GALVANIZED STEEL ON AIM 304 SERIES STAINLESS STEEL WITH 36 kW MINIMUM YIELD SIRENM. SECURE PANELS WITH APPLICABLE REINFORCEMENT OURIK PERMODS Or HURRICANE WARNING. 7. ANCHORS TO WALL SHALL BE AS FOLLOM* it. THE INSTALLATION CONTRACTOR to TO SEAL/CAW ALL SHUTTER COMPCHEWT EDGE$ WHICH REMAIN IN CONTINUOUS CONTACT WIN THE IRMOING To PREVENT WV/RM INTRUDDS (A) 11mi-TIALISSIbc= i/ell YAPmN ANCHORS As wAwAcnm by Ism. wLm)c. INC. (Min. V-3102 ".1.) 12. STORM PANEL INSTALLATION 94ALL COMPLY WITH SPECS INDICATED IN THIS DRWK PLUS ANY BUILDING AND ZOW4 REGULATIONS 1/4" 0 . 7/8' CALK--W ANCNIORS. AS MANUFACTURED BY OEWALT NIC. PROVIDED BY TIC AXOSOICT04 OHM PERMIT IS APPUED TO. 1/4'0 1 3/4' SOUID-SET ANCHOR$. AS DISTINGUiTED By ALL POINT SCREW, BOLT & SPECIALTY CO� (Min. r-3000 P.0,I) 13, (a) THIS PRODUCT C^A#Alft DOCUMENT (PtD.) PREPARED BY THIS 04GAIMIA IS 004MC AND DOES NOT PROVIDE INIFORMATION 111-10 PANELMATE FEMALE 0 A. PANMMATE PLUS AICHOM AS MANINACTURED BY UCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT., Le, WHERE THE SITE CONON110" DEVIATE FROM THE PXO� 1/4-11 ZAMAC W" MCHORS. 08 BY DEWALT, IHC� (b) CONTRACTOR TO BE ASWONMZ FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY Of THIS PRODUCT AJ) MINIMUM EMBEDMENT OF TAPCOH ANCHORS INTO PW" CONCRETE SHALL K 1 3/4% 2* FOR ELOO PANELMATE AND SAM ON THIS P.E.O. PROVIDED NYEg) �DM K�OEVIATE INV THE CONCITIONS DETAILED ON THIS DOCUMENT. Ooms"KICTION SAFETY AT SITE to ASSPONSIButy. I 3/4. FOR ZAMAC NAXIN ANCHORS. W THIS PRODUCT EVALLAIM DOCUMENT WILL BE CONSIDERED 1NMAU0 W MODIFIED. A.2) CALIC-IN At SMJD-90 ANCHORS WALL K EMBEDDED 7/4' INTO THE PO4JOED CONCRETE ND EMKMWT ADD SIUCDO SMALL BE POINTITED 1/4- 0-20 SCAM USED SHALL K 1 1/2- LOW MINIMUM SHOIU SYUCCO "IST, (0) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL WDOMC THE AND I" MINIMUM FOR WAUSBITHI NO STUCCO AND MAY BE HEADED SCREWS OR ALL THWAM SCREWS W/0 WAD. ENGINEER OF RECORD (LOA.) FOR THE PRNW AND WHO WILL BE RESPONSIBLE FOR T14E am WITH %mc "UTS. PROPER USE OF THE P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENOWEIR TO THE RED. ENGINEER. SHALL SLOW TO INS LAM THE SITE SPECIFIC ORM"oos FOR REVIEW. Aj) IN CM THAT PRECAST SIDW. PRECAST WKWIE PANELS. PAVERS. STUDCO Oft WOW 9004m K MUND ON THE IDOSTING WALL OR M". AN04M SHALL K LONG ENOUGH TO REACH THE MAIN STRUCTURE SIDOID SUCH 0101W. (t) THIS PLO SHALL BEAR THE WE AND ORPOINAL SEAL NO SIONATURIE OF THE PROFMONA. ANCHORAGE WALL BE AS MENTIONED IN A. I) AND IN A,2). PHIMM OF RECORD THAI PREPARED IT. (B) 14. SHUTTER MANUFACTURCAS U%Bft SHALL BE LOCATED ON A KAWY VISIBLE LOCATION AT STORM Ile 411 TAPCON ANCHORS AS MANUFAVURED BY 1. 1. W. 8WILOEX. INC. PANEL SHIMER IN ACCORDANCE WITH SWTION 1709.1.; Or FLORIDA "DAG COM ONE LABEL SHALL BE PUACM) FOR CAM OPENING LABELING TO COWLY WITH 31=04 1?0.9.3 OF THE 1/4' 0Xx 7/8' CAN -IN ANCHORS. AS MANUFACTURED ON OEVALT, INC. FLORIDA SUIUNNO CODE. 1/4-0 3/4- SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL. POINT SCREW. 900 & SPECIALTY CO 114-1 PANUMATE FMAAUr NO AM PAND.MTE PLUS ANCHORS. AS MANUFACTURED BY OUCO CONSTRUCTION Half ' 0 1/4 0 ZMAAC NIMUN ANCHORS, AS MANUFAMRED BY OVINICT, W, THE 0.1) MINIMUM EMIDEOMEN7 OF TAKON ANCHORII, ELCO PANELMATIS AND ZAAW W" ANCHOR. INTO THE EW* \ FLORIDA BUILDING CODE (Non NIgh V41"tty cone Zono)l BLOCK UNIT SMALL BE 1 1/4' 4 8.2) C&X-sm 4. SIX* -SET MCHM SHALL BE EMBEDDED 7/87 *(TO THE C04MM 6UOCX UNIT. NO %%V,44 7 24 GA41 GhLVNM STEEL BMW Ama ULD MOSI 0 STUOCO SMALL BE PERINITIO), 1/4 ' 0-20 KAM USED SKALL K 1 1/2- LONG MINIMUM S"MLD MOST. AMD I* MINIMUM FOR WALLS WITH NO STU1DCO_ STATE S �T 1102CO, OLOINAIL PROTEMON PRO1Kxm LIA V/V/nw T 5.3) Of CAM THAT PIKCAST STOW. OR PRECAST CONCRETE PANELS. STUODO OR WOOD NAM BE ORI DUSTING WALL MC44M SWU BE LOW ENOUGH TO REACH THE MAIN STAILICIUK BEHIND SUCH P ("4)00-?Mk Nx 20-t?3 NrAORAGE 94ALL BE AS MENTIONED IN 9.1) AND IN 10 � PP)M-om amem; - Is K^AwgmgAm "AlLw 2.0, .it I L i 0 i i MISSION 1 2"W 1 or to All, LENOTH HEDULE MY 3) CONCRETE J (m $CHU SHEM 9 1 A1.7m ANCHOR we SWED" ON Oem I THROUGH 10) BUILD 4ma SECTM soME 3�%. mom HCOULE 37 3) WALL mu 9116 0100 moulff IN AE INSTALLATION DETAILS FOR REGULAR PANEL In INTO WOOD 7, ALTERNATE LIG, __WCATION 4`xS1 Ifin. calm - WAM AOUWAW OFF WOOD KAM TO BE CERTIFIED W REGISTERED DOINEER Olt ARCHK=T PRIOR To SHUTTER INSTALLATION. ANCHORS ALVIDNIATE WOOD AMOHqW� 1 Mon. --r-SCHEDULE ON ON a ZSC 7" HOW 07 - - -1 1/4' p.- MAX. WOOD HEADIR ­ ­­ ---. -.-.I REQUIRED 1 7 1 WON ANCHORS 2.\ (SEE mam ON 1 vim 11) EFARATION TO SCHEDULE It W SEPARATION To GLASS. lam mm 3) -C (SEE* SCHEDUA1 ON SHEET 3) V M" I' W PANEL UDWN VL. %A w to PAM (SEE scNED= PAMMLENGTH OR SHMIT 3) 1 11 W ca (m SCHEDULE =14 ON SHEET 3) It i I -q) _(D OF, IL Of V MAX '71 '/2 0 12 I ANCHORS SCHEDULE ON (S a scmimum 11 VAMN' 11) - WOW 2W WOOD REOUIREO w4umm DID ANCHORS Saw 11) ON. 4. N en LINTING IIIIIII b-0iff MOUNTM N a 2 ALTERNATNE 4W ALTERNATWE WALE 3/9-1" 1111 3/111' NOTE EQR CQMMNAIM OF NO. 44167 FLORI BUILDING OM (Non fth Vol -fly Nu ZOW)i 1. OWALIATION ARE ONLY VALID FOR MAX. A.S.D. TOP & BOTTO MOUNTINGS CAN BE DESIGN PRESSURE RATING AND PANEL LENGTHS xygm INC. 24 OW IMLVAMM VM STORM PANEL mn (# &%W .91 COMBINED IN = WAY TO SUIT ANY AS PER SCHEDULES ON SN&T A'___ 0/p/M INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUC-TION: WOOD 11LIECO. __ / CLOW PRmcm ROD= LLC. cat ;AXL MEMBERS 70 BE SOUTHERN PINE No Z W1 SKCIFIC DEINSITY OF 035 OR EQUAL. I Amom Balljoss-70% FAR, (MAW -on 20-175 1; WW w*I M IOWA. UKAVANQUW/Wt J'a FL I I __ "A"W" I- Toll 17 1 1 FM,9 nma 1 4 am 7 UP Is L cn -cu > a) 2 (1) c cu (D U) (D -cu cn 0 c 0 - - LL cu 0 cu *4-- C) m > cn (D E L_ 0 CL cu 40- 1, 0�' U) :w 0 rn cc tj LL. Ca- A2 cc I= CUP w cu OU CL. e - = cii t5 ZE W -0 w Q3 im r= .12 C3. C3- (-A CD CD _,c_- cu > cu > 0 < -6-0 cu cn CIO m z z _j SHEET NO. SH 1.3� (D cn -cu > c-- =3 2 0 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. MAXIMUM A.S.D. DESIGN PRESSURE RATING Ill.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE MAXIMUM A.S.D. DESIGN PRESSURE RATING ip.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING cu -0 CONCRETE BLOCK OR WOOD STRUCTURES: VAMEOR REGULAR, UFE rOft REGULAR STORM PANEL CI) INSTALLATIONS INM CONCRM Ar CONCRETE! BLOCK STRUCTURES SCHEDULE FOR REGULAR STDRM PANEL (1) INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STItUCTURES .1., 0 SArETY & E-Z HANG SMRM PANEL (j) SYSTEMS (YAW ONLY FOR PAN& WWALLATIONS; AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5) 0 -4.- (vwo ONLY FOR PANEL(DiNsTALLATKm As PER sEanous $ THRU 6, ON 94EETS 4 & 5) cu -cu MAX. A.&O. MAXII" AND I SPINCIMS no MN La. Put SCHEOULIT SIMON! APPLICABLE APPLICABLE MoKUM DESIGN MAMA AMOCO WV=O RM M ILD PER SOMILE MAX A" swnum 11111m 111 APPUCMIUE UNMAN muwm ma� SPACING MR MIN EA Plot SO=" Sam 2 0 ZD ocom PANEL MAL X&O. bOMM ANDCft SPACING FOR MIN ED PER IMMU MAX. A.S.O. 10 OR "NaWK LICIM PRESSURE IAPCOM VOUD_w PON ZAMAC-00" CALK -IN IDIOM DESIGN I $@crow Pma DESIGN PORMATE ZAkC-WjLn; CALK -IN Film PROSM %VIM SOuD_w a fill FEMALE 10 P" PRIVISM TAPGO" I SGUO-Su AME 0 1 FEW V 2*wl WOOD w4m: mr 3105 M-14M Fw.K 0 FILLIS Ac ZAWC-WAJN COAX-111 UDOM pollomm TAPION 1100-111 ^L& CM. NIIIII. MATM FEMALE 0 PLUS to To 0 CL c 3: AW W" Mo Ve (P-oo�f.) Ciar or THIN! (P.O.I.) on. OF THEM Kum Dow= coo" 3w - In --to JL_ --to :& 10 V-4 21/2- IN,= 0 4 3k " 3k 19 3k..L. -_ -_ - - -_ --- (P.-f-) ;i; 3k r. 3k Am OF INN 3k Gool- `0 .0 LL 1/00. Mo` Ir Ir 13, it* or Ir- Ir or Ir Ir 1 (1001 Ir Ir or t, Ir 13, Ir Ir Ir Ir Ir 'I I I (1111p) �1_ = - Ir or 13' Ir or Ir 10, 1 (TOM Ir v or to, I or - * Ir , =-,,v - * OCir 4 11r I (MM 0 co 1 3 2 Ir Ir Ir Ir 13' or Ir Ir 13, Is, Ir 1 00011010) Ir Ir Ir Ir Ir Ir or or Ir Ir Ir 11 1/2 1 colanow) or I,' Ir Ir Ir %I-- L--a OR(3 ia 1. .. 1. 1. .- .- .- .- -_ -_ or it* or 13' 13* Ir Ir Ir 13' Ir Ir Icr I outlam) Ir to Ilr or Ir or V Ir r 10- 7 Ilr Ir r I MOTTOM) cu 0 ;:10 r", om MIAMI Five r or to I cn we CAP or or or or 13, 13* Ir Ir- Ir Ir 131 Ir 12 (SCITIVIN) 13' Ir Ir Ir Ir Ir Ir_ 13' or or Ir 11 1/.-12 mm"o Ir III or Ir ir Ir or Ir 13" Ir Ir Icr 2 m" Ir or s iff or Is off 7 %pr is i/r ir A ix a mn E Ir 13, Ir 13' Ir Ir 13- 3 (" 13' 13, Ir 13* Ir Ir Ir 13, or Ir 13111 1/ 3 POP) or it' or or or or Ir or 13* Ir Ir 1** 2 (IIOTmM) or r Ir Ir or 9 ilr Ir 91/riOi/271/2' 13' 61/2'2(WrW Z_ r-r r_r IS, Ir Ir Ir lar 3 POP1 Ir 7r, 8 1/4. 0 3/4' 3 (11COMM) it W-W CL r: r: 10 OR It I/T 12 I/T a I/V 6 1/4- 3 (100110110 OR Ile 6 1/4' 1 Ile 3 (1111111080) on !E 0 411 u r not. Too" UM LCOVION w Ir r r it. r or r r a-_ 7 Ilr 4 jii� um 5 Ilr a, or 1/2* s* r or fo- 4 POP) LM 13 Ifz- )a 1/7- LOS U36 -6-0 S. VmL L 2- ALLK ANGLE ON Ir - r 4 (IMAITON) or w a- - 9* (wafto ---------- 7 31WHIS4 SKU __ - - r - Ir - 4 (BOTTOM) I tow - 7* - # (ODWOM) -6 EZ w Am MR pun ir or Ir Ir ir __1_3;__ IV 13' Ir Ir Ir 13, 5 mm Ir Ir Ir Ir Ir Ir Ir Ir Ir or 13. to Irr i POP) 3. __r to. 31 WOUIRED J� Ir Ir 13' Ir Ir Ir 12" 1 13, 1 OF F _twT I Ir Ir Ir 13, ir 10, 7 Ilr IF - T 13, it* Ir 2r Ir Ir Ir Ir Ir Ir 13* 1 to, 3 (Bormm) or r Ir Ir or 9 t1r or to t/21 to 1/2* 7 j1r or r 5 MOTION) 2 Ilr r (D 3: J� 13- 13- Ir 13- Ir or Ir i3r Ir 5 WITIM) 13* or or Ir Ir 13l Ir or or or Ir it I/w a (w"" Iv Ir Ir or 13- 13 Ir r ;14C Ir 13- or Ir or I r or I I CAP Ir or ir Ir or or I I Ili s (top) to, 6 (TOP) or r or to i/r or i i/r sy to i7r 1 1/2, Is i/r or (mm -45 W Ir 13' or or or or 13' or Ir 1 f/4- 6 1/4- 6 (Wff.-) Ir __ _= -i- Ile +411-46 111 1/4* 6 I/V +48. -7- -.:- 1 1/1* a Ile L=1 1 1/4' 4 �+711. -75 a 1/4' 8 Ile It 1/4* 6 1/4* 1/4 A d on TO - - 6 1/.- a 1/4- 1/4- 6 1 4' am.-) 7� I. TOO" to TO *6 Ir or am -7 �T -5 _17 T I r 1/2' 1 mm It" Ir r or to IN or r ir r 7 1/71 Z 1/7 IY f. 1, it' v or Ir Ir s IT or 0 Ilr 9 1/2. 6 Ilr or 5 IN I (mp) g +75­75 Ir 7 IR or Ir I $qor- 13' to, it" r Ir Ilr I mm 1IL-i r I or is-tlr ir ootc N­ AWILK Ir 7' Ir 13' Ir 91/2 Ir 91/2 101/2171/2 Ir or 7 i/r 6 Itr or Ir Ir 81 Ir '. 111, 7 i/r or v I apar"MID or 11 (BOTTOM) or 10 W 4 13 ILT 73� 5 ilr or or or o wr or to 1/rii o1r or or 7- 1 (wrFam) Ir 'rim-44 an Imixii-Is ALM ir 77- -Ir -Tlr- I WTIOM) IP or Ir 1. Ir 101/2' or r IL-- r 7 1/21 s in or 4 ilr 2 POP) 13' r I or , or or la i/r, or a i/ris i1r.6 i/r or 5 yr 2 POP) or 71/2- Ir 13- Ir IV 1 13- Ho, it' r 13. a Ilr 2 (nop) IS. r 13' 10 1/2* 13' 0 1/2' Ir I Ilr 7 Ilr I I1r Ir I I/r 2 (TOM Ir r Ir Ir Ir 91/2 Ir 21/2 101/2171/2 13' 6 Ilr 2 (IK1ffOM) ir 7 ilrl or I or Ir 10" 1 13* 10" 1 V I Ir I r a Ilr 2 ioiw) CASE A (PLW CASIE I (PLAN) CASE C (PLAN) CAS D (PLAN) r Ir Ir ir 9 1/2 or 91/2 to Ili 7 i/z or 3 PIOP) 13. 7 1 or 7 1/21 or Ir 13, 101/2-1 13- PC 1/2' It Ilr r Ir r 2 (IffrfOM) Ir r 13' 13' 2 (IMITIOM) .rW i213' t3* or '4r Ir IV, is" or Ir 6 112" 3 "n 7 Ilr 13* to tl;r or Do i/r 11 I1r r or r 3 (YOP) or r or Cr 13- 1 1/� ty v /w too Irr 7 IrIf IT V 3 MM Ile 12 t/2, a - - Ir or >r_r SCALE t/4--l' SCALE SCALE 1/4'-1' SCALE 1/4'-1" 12 1/2" 12 t1r a 1/4, 0 11r 12 Ilr & Ile - - 4 1/4- /4' 3 MOTION) to I^' a 1/4' 12 I/r 12 1/2' 6 1/4' w Ile roorw w_r - - - a 1/2' 7* 3 11r r r 4 1/2- 3- 6 1/2- r V_(j6jj_ 7 1/3- r r r r 4- 4 I/r 3 Ilr & 1/2' 3r' w-r 12 Ile 12 Ile It 1/4- 6 1/4- 12 1/2' 6 1/4* 6 1/4' 6 IIV 3 (9011TOM) 70 it 1/2- 12 IN -f -1/4- i 1/4-12 Ile 6 1/4* 6 1/4' 1 1/4' 3 OMW To 7 tlr 3 yr r o- 7 1/2, 4- m- 4 1/2* r 13 Ilr r 3- 4 (TOn rw r r 5 Ilr r 3 I/r Ir 4* 4 Ilr 3' 6 i/,r 2 Ila— 4 cr" 31/2- - 71/2- 4 MOTION) or It- - 51/2, - 7 i1ri 4 (W"OkO r 1. r - r - V 6. - 4 (surv*4 - I Ilr - r - -r r - 4 Fw�) V-1 SOUD-Stor on mx-m t3' r ir Ir 9 1/2" 10 Ilr 1 1/2* Ir Ir I Ilr or or or 10' Ir Icr it' r Ir 14 1-- or 7 yr or 13* 13' 10 Ilr 13' 10 17F r 5 CIOP) I Ir 6 I/r Ir Ir Ir r or I' T 111 7 IF 13 PWIawst 13, r .101 ir a I/r or or ir IV Ir to* it mo) Ir to Ilr Ir 101/2' r or 13* 1 5 (1011"am) fv, Cil PC 0 1123: 1/2, 7- 69 M! POP) .(�� I OR = @=L =4 r or to tlr 13. to yr I or is ilr' or It 11r 7 11r 5, 1.511 an tw WOOD MTV"& madmu 4!-' tk 1 6 IIV I 1/4*T I -0=. PO4EL rii4 POW nvm lonLow At APPLIC41111 too 11) BEYOND OPENING 0") CONCRM CONCRETE 13/4" ma. I A.". Do" LOAD kVXMN PAM A". DEMIN LW W.V" 11110a VAM a (t OR4 -(Dve Z;MOwm "m a m am It no mmm rfAm FOR 1ftVLLA7IIW5 on IMMOD FROC @ULM" UNISIN ismo NOW ova= Am Wd" KM Dau*n AM FO"M ON " som� to LO, IWANA, mompt SAmewft AND NOW" an MMM AM POIX1131 ON INS $CNN" MR LOL AWILLEL TO 0 WE OW I I MR ANONG1111 rM & VVIGNO FIR IIIIIIALLAINO111, WO OM MW K%&?" umm LESS 11011 1111111101111011 04 90101311A.If MM= ANCHOR SPOaM IN 11141110tYING IWAIW SHOPM ON 40 Psr OR LESS 111.4. SOMU IN THIL FOLLOW* FWMW FOR THIS 0101110111111016 70 IM POISOM MMM SPACM LOW Imill RIDIONCIal ON mmmu amn now SPROW Or IRL"PUYING 04" a, 40 PSF OR LESS V-Ir It LO. DISTANCE amon me rwm OWL Nuor K um Tmom W006V moms wommoom mmor VAN Now rIPE mmu or m POU� rAc� no im OPUMN 70 BE POMML Am= wmmm ON I" > 40 PSF TO 50 PSF 6'-2- ON&WO UMN FACIO11 VKL MY IN I= IAWI "BMW WAt" MCM 1" 104" 410" "ME -ON too 904=AL > 40 PSF TO 50 PV 6'-2- TIPIE I/r. I Ile. 1 1/41. 1/0. 1/4'e 'In 4L, 11'r, -Xir > 50 Mv 70 60 PW V-10" mom rm > 50 PSF TO 60 PSF 51-10" WPM 1-1= upm mmww.�= ww� CASE G (PLAN) WALE 1/4'-1' won" Namm VACM go 3 3 2 'tr I /I A MAX PANEL LOWNS ARE ONIX VALJO rOft INSTALLATIONS mmqI3II wrtme 3 a I'A A MAX. PANEL LENGTHS ARE QNV VAUD FOR ;MALLMONS WIML I. , ... ­ - D.C. Oil W/ SOL;D SET M04M k W/ SPACER AT 12 1/2' O.C. D'"AW", WAJO FOR M=. MOUNIF INSTALLATION ONLY W/ SOW SET ANCHORS W/ SPACER AT 12 1/2 SET or 111 !13 173 1, ilt)-) IS' to R.. or I_ 3 PE 07L' 4",* 1 IS, ."14 ALLOY or or or R 3 3 %m r It 3 I� CERTIFIED PANEL INSIALLATION AT WALLS W1 00"AM=; �m=*4 3 s i/r vor x its 3 1'r 3 qr 3 'A I'm SUIIIIACE LM WAVID" Wolift 3/4- No. 44167 FACM ACIRMIL MOK 11111111a ACIUIL M 011MICE PA) EN FLWDA ey"A"a CME ("Com Nish vewaft Nvu no zans) rLDISDA §U"M CODE (Nm High vel"Ify Nuu no Zone) % FLOrd WAJHMC CODE (Mon High Velocity Nu can* Zoom) amal "Am w- to. 3TATE OF 24 GAGE GALVAMM STEEL sm "m elm "LAM W- 24 WX GALVAHM STEEL f .44167 E (PLAN! CASE F (PLAN) "m *Im 24 UK G&VANW1 STEEL STORM PAM 44w DOM Pma OWN an an WALE 1/4"-1" SCALE 1/4--l- k5=b,.!,�,C'X J GLOBAL I 11LIEC0.0-c. GLOBAL PROTECTION T, 4m 41,11. a snw wft ow 01 slow TEAM WAIL FL =31 on OWL A. 133314 W/V/Mw 11E PRODUCIS, LLC. w/u/M" PRODUCTS. LLC. licoome. CLOW PROTECrM PRODUCTS, LLC. CAN, > Z11LIECOmos. wpaM OWy v" =S=WtS USED. SEE WE #1 FOR MAK. A.S.D. 4= ILA III � SPACINN ONLY is USED. SEE #1 MR MAX. A.U. R/ 3al OEM LOAM & MAX HEN VW S USED. 20-175 DESIGN LOADS; & VAX WHEN SPACER USED. 20-175 i(' 7 Mosom-714L 20-175 "am ("$)uo-7s4L Fab 40-mam., 1 Vs OHM "Awm-7114111. rom OW)M*-P" Ift"m I w 1!mN ow a or is -j -71 1A, A, Fa 91 . I F491 ! 1 w MAXIMUM A.S.D. DESIGN PRESSURE RATING (p-mod.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANIEL (1) INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLy FOR PAWL &TW&LATONS AS PER ALTERNATMM 1W THRU 4W. ON SHEErS 6 & 7) MAX. A.S.D. DESIGN PRESSLIME RATING (041.) MACK&I ANCHORS SPACING PON LO. - AS SHOWN ON SHEETS 6 At 7 4"%-AILE AL11131100M C= or - mumm FAM11. LENGTH (ft) TAPCON L40 Scftv 1 PANIELMATE FEMALE 0 PANIGAM PLUS "DID amm 1 Ir I or or 13' Ir G m Ir Ir Ir 13* Ir IV (wro" a 6 Ilr a i/r a M it Ilr 61/4- wwr -) W-6- OR To. (FOP)* LOS To. maw 13* 13' Ir POP) um 13, Ir or ir 0017" __13' Ir 13* 13* Ir 81/2- To (mm 13. or 13, Ir w Ior Pow" 4 1/2- 1 1/2* 0 1127 6 Ilr POP) 41/6. 12 1/2* to 1 4" Ooff..)- W-of TO 4 Ilr A- 61/2. 5 1/2' - Pam le-e 4 112' 4 1/2' 30 mmko to Ilr a sIr I (TOP) __ Ir Ir 13, 6 I/r I SU TABLE #I FOR WX AL.S.D. DESIGNI LOADS At WX PANIEL LENIMNS WHEN SPACER 0 5 um, ame"DINE; ONLY TO ALTERNATE iw ON SHM 11 1 CONCItm am REDUMM "/40 1= /pl.% MAX. AJ.O DESIGN PRESSURE RATING MAXIIIIIIII ANCHO10 SPACING IN EA - AS SWM ON 541, 6 & 7 APPLICABLE 10 ALTIOMPOM 44= or raw PANEL LENGTH v TAPOON LAO SCREW PANELMIAIIE FEMALE ID "w wow am*o 13* 13' is' 13' 13- IBM Ir Ir Ir 13" or Iw (BOTTOM) . 9 Ilr 6 1/2- - -6 i/r mr) $1/4- 12 Ilr 6 1/4' (Som�-) 7' or - (011 ON In$ Ilr 11' _11' To. r - 3N (Sailm - or 13' or Ir Ij* POP) F+46, -46 TO +?L -75 Ir Ir Ir 13r* (10"0) or Ir or 13 13, Ir Ir 13, 41/4- 1 (Wrw) 41/2- a Ilr 61/2- a Ilr 6-1.1. (TOP) s 11r 12 1/2* a 11'e MUM W-W 41/2- 71/2, 1 r a Ilr + 6* P2, - 30 MOTTOM) Ir W Ir 51/2- (1001 Ir 1'. NXICIA) SM TAIMLE #I FOR MIAX A.S.D. DOM LOADS & VAX PANEL LIENVINS No SPACER 0 15 USED, CORRESPONDINIS ONLY TO ALTERNATE 2V ON SHEET 6 1 BELA & AAA DOW Low MAVM FANEL LENGTH 40 PSF OR LESS $*-r > 40 PSF To 50 PSF W-2- > 50 PSF TO 60 PSF 51-10, MAX. PANEL LENGTHS ARE ONLY VAUD FOR RMALLAWNS W/ PANEL MATE AMALE TO OR PANEL MATE PLUS ANCHORS & W/ " 5k9M.tQ - D.C. & 1/2 j [4]'n 1] 31 f 114196 1, _I I I 19 A:4 CM 9.1'14 196 31 kjgfi$j &[@J:l 3jj3Kfj;&fjf]'Lj1j;j 3113E:l RalfAlkli j:j1j$"j m V Mo. KvAft LENGTH Oa suemotto" It ON sml�T IS) L/2 III REGULAR ZA= Box soaft is & is Am Mom" Tnic & SAN** MR @iBDLL4mow NM wm Pow ousam MON" MCHO VW=M ow WNWA ma ARE #8"0 ON THIS 110011311AL I= LIX LM THIM WMGGEC ON SOMMU REDIM ANCHO111 SPAOM BY vwft"n wvmo so" an swou IN THE FOLLOWS MM FOR INS OPWAIM la K MO" MISIM SPACING ONPWAD U� ROM SMALL NOT BE LEW TOM MAW I WWAIW MR 11111001 ANCHOR mmove - 1/410 wf�m 1 mom MdN" ammew N 3 3 WM Ift-W, 00 1 3 3 3112 10-10 NO 04 r 11r COMORM "/116 = WALLAS 11M w At 3w 1 ! Mo. W Papoll. LENGTH (SEE ELEWIDN "WALEL CODE r___ - - ___ cm mm" ON sootsom; 13. Ill. is 13' MAX. 01-1A/M R-2A/13, n-M/14. R-10/13, R-2103. n-311/114. r VAX� 0­1AW/15, A-UW/15. 11-SAW/16. R-low/15. a-m/Is. ft-ww/16. of 0 r ------ 0 0 0 0 1/4' LVJL 01 7 'I" S.S. 0 OLTS WA9. /,Y.(I% LENGTH Oyat M-G-) PANEL LENGTH REG" PAM r-r 0 +40A -40.0 pAI. PANIEL So, (W1 MOM MID PANEL LEMOTH DOL r-w 0 +11C.O. -5,LO P_f. LIFE PANEL (0/0 OMLAP MID PANEL LENGTH IIOLT) A Lot X_r ON. PANEL LOOM At ALL Moummm -4 S.S BOLIS If AT EA. A;; La J1 V� -f"WAV-, r PANEL larMM CORNERS 0 WM NW AT f EMBOR MO AT t INSTALLATIONS ONLY WLID FOR WM LEFT PAI RIGHT PANEL 73. VAX. m. h, R-Wi& R-2A/13. R-SA/14. A-20/13. 1-30/K I" $Pew UP To 170 mp.h. (SEE 9OCTION11 & ALTVItIWTf0fS ON SHEEIS 13. Ill. 15 &1*)- 1/4' VAX W UEE SAFETY STORM PANEL M ELEVATION (t) SCALE IIIV-I' REG" 2.6w '0 =%. STC" PANEL (WL 0~ -1 01114111 VXAM 1j 44p-A-MA, OL L LENGTH ELEVATION MEET 12) LFE SAW4 PANEL ItTA- A 8"NO CODE (flon Mah VeWoolty Nu no U WE GALVANREO SIM STOW PANEL WAN W. .. ki 2 EXTERIOR Aoffic� GLOBAL PROTECTION PRODum uc. SECTION -A oft SCALE 1/4--1-Or mot MM14 ftem BNHpW­7"& m w4Nm-m? 20-175 PL CA-POple IM&I tz ft - iffil'. "Follow . 1-1 --- . I I � 12 Or too r 2'14' NO PLATE TIPPON PNVJNW A & Ir D.C. room W/ vw om WIA %ulmfiffirm, WALL IKA!E3/VP1W- I . INSIALLATION ARE ONLY VNA FOR A.S.D. DESIGN PRESSURE RATINGS gffi AND PANEL LOWNS AS PER ELEVATION ON it 2. FOR MEN WOOD MIAE CONSTRUCTION: WOOD MENIBERS TO ISE SOUTHERN FINE No Z A/ SPECIFIC DENSITY Or 0.55 ON EQUAL TAPOOM It 0 r D.C. [4 ;�� 1/4' -I v7v 2.4' WO =u lal I V VAX PANEL LENGTH (SEE ELEWTIOk ON wig" It) 0 TOWN IN a r D.C. 1/4*0 TAPI ANCHOR 9 INSTALLAT ON DETAILS FOR UFE SAFETY PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES POUNM 1/4,0 TAM =G.-C-1 U9IfM.L7j"` "/40 `0.0:��. ZDNOM OR ANCHOR 0 /14 CDNCREFE FLOCK BLOCK 4 0% adno _­ _y AT Lk OAYAW V wam. PANEL LEMM V MAX PANEL LENGTH I* MK (S" arATION ON SHEET 12) (Sa arwATION ON SHM 12) 70 CLASS. L/2 sour suvroic 3/4' /4*0 UPCON --1/4-0 TAPO; ANCHOR 0 V D.C. CONCRETE Olt CONCRETE Olt 111101,111112M. SEC=K. a IKGUU& REOLOW, 9_-JA PANEU 0 RM"ANEL WALL MOUNTINGIS SCALZ 3/8-1" sm Sam is a to nom "eman AM= "m rft A SPACMO Fook 04tk&AMW Mo WHOM 110011 WAK IUMMM mmum ANCHO111 11010101 AND VON" WWAL MOM WNW 00 3 iii-wis 0.) 3 CDK DOUNN AM 00010 ON THIS SOMAL MR LIL UICIS THAN IMOICA10 ON WHO" mmm No" wimme 3 Ammommummasm FAIM Or sm"'VINS IIFPGPIII wow 0" SOCIAt Ff THIL F&ADIM FACIONS. IN "0 OFOVXM 70 Of POWNRL PIMUM VANN or"" LONG FACTON wu NOT w um Tom _MOT MWNLw SPICING immo FOR EACH ANCHO11 TIK ON THIS VCHODULL 3 i/r E�D.* ro�W// MEN//" y MAX PANEL LENGTH L (stoc ELVATICom ON 04M it) 2 L a W/////, 00 POURIED IETE ON eff BLOCK ISO. 01 iiv V MAX r PANEL LENGTH ! (Sm nawam ON SHEET 12) r --a m goo am If --Rm- -I-q - oil,#,. j/4*0 TAPCOM a Ir O.C. ANOW 0 0. O-C, L IDOSTING POILIMED CONOMM Olt CONCRIETE Olt -CONCRETE BLOCK REALIVIED. RECURM sEcnQm_R__m SEMON R_-11 INWRARIPANUS & LWr_MJrff_PiNEL WALL. UOUINTOW loiskft,� WALK 3/0.1- INSTALLATION DEWLS FOR UFE SAFETY PANEL (1) INTO WOOD STRUCTURES V416 !An T ANOW 0 9 Ot D.C. :2- W 0-4" AIZ V Mo. j. PAN& LENGTH PANEL LE)KIN (SEE: E"fam I (SEE E"MN i ON MEET 12) ON SHEET it) _o- I* MIA. TO MAW __jD GLASS. vr _J g. wm- 2-x4- WOCA PLATE REOUNM PLIA REOU&M /4-0 PAINISAICE PLUS J/ 2" 11C. 0 11 1/2* D.C. L AL AMITWE A WALL. bM IN. T1 SCALE 3 4057 FMSDA BUILDING CODE (Nm Nlah Velodly Him ZINNIA 24 4W IIALVANIM STEEL 4 It N PANEL ph 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.O. STATE OF EL LENGTHS AS PER ELEVATION ON It 4 .... .. TTI LTE C Ow. \ GLOBAL PRMCTM Moucm u. DESIGN PRESSURE RATINGS (P.m.%a PAN �.�40A , 4= &It a um 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD OWL ft 13M4 MEUKRS 70 BE SOUTHERN PIK No 2. W1 SPECIM TWI)IIIII-1114, PU)W&4"W DENSITY OF 0.55 Olt EQUAL mom ft- 0111111% or a 91 C= c%j EC LA_ C1. cc cm r4 F C= Cm CL % E C3 C2 cu 01 c� L_ 2 - cf) CL CL Cu L) cf) cu cn w z z SHEET NO. SH 1.4� ANCHOM SICTION UI &ALTIANKINE aim ON SWET ww'! r(D(SEE WIL 2) 1 (ENOTPANEL) SEE NOTES 2. 3. 4 jWT66' PANEL) Is NTEIDOR PANE MOIL PANEL) (EN�� (INTERIM S 2' 114 L-JA ... Li J_J_J_ L -1 -I-J-L.Ll- _J_J_ Ll-,4 L-IJI L 1JJ_L L -i-J.1 A A :;� V:J�- _j _J_ 1- �L7 _j _j s SILE NOTE 4 ,:MAN 3 I: M L ANCHORS _CnON EZI A, ALTERNATIVE OEM a" SHM Is)- EZ W/1 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (D SYSTEM ENGINEERING ENGINIMERING EXPRE1111186 PRODUCT EVALUATION RVIPIORT 6"Wer" 15, 2020 ApiskedonNumber. 17M.1-Ft2 FX Project Number. 20-31543 Pro"Menufteclurger AD Arneelcon Shulters and Ohms Mignulacturer Address: t540 Dow Rood Wed Paim SnallI. FL 33409 Product Nam & Description: 24p Galvemind S" Storm Prignels Lop Wasile In"d Resiblant Scopo of EvWuaftn: TWO Product Evaluation Report Is being issued in accordance with #0 regiukenneeft of Sam Flocift Deparmerit of Business arci Prohnsichat Regulalon (Figgrift StAft Commission) Rule Chapter 81 G20-3-005. FAC.. for aigainiift acoppigence per tA~ I (d). The product noted above has IN00111 NOW arxft evaluated res surnmerIM herein to show compliance with the Fkarlds Building Cods Seventh Eddw (2020) and Is. fw to purpose intended, at Itand equivalent to that r"Wred by far Code. Re4vaiggedw of Ifft product Wag be re"Irod followling pertinent Fkarlds SWIding Code amt"CWJ" of MVWWN. SubsiftnOdby Daft: EX drawing 020-3154 No 'Age Gakenized Stage! Storm Pwwb N" & Non-hVHZ)'. shoob 1-6. prepared by Engiriettring Express, signed & wealed by Frank Sonnardo. P.E. Is an Integral part of this Evehatim Rggpggn� - TEW REPOM UnNomn sisic Muck" pwbrmwm has been 1 - In accordance with TAS 202 best stermiseft per Int reporigia) MT-ASG-1 7-001 by S1sckws4gr Testing. Inc. Largs nisaft Intpeact resistance and cyclic loading peribreneram has been in accordance with TAB 201 and TAS 203 test standards per had report(II) OBT4k$%17-001 by OMcbwoW Testing. Inc. Structural INVInesift colculadorge have bw prepersId which evskjaw Ow product bond an compared" andirIX rodgargall aralysie to quo* the folawing deep aliens: 1. Maximum Allowable Spent 2, MhWwm Allowable Ipans 3. Minimum Glen Separation 4. fivichor III, I - 160 SW 121- Avelous SuiYa 106, DAIRFIEL 0 BEACm, FLotio* 33442 (954) 354-0650 1 (866) 3.6-9999 TRARGENotmeartiNoExpaess.com I A1011111MINGEXPRISS. CON MAN, MAIL PAND. LENGTH 0 +/- 400 P...f. us OF 'I" VAX. _J Ia LAST PANEL(D TO BE INSTALLED AT EACH OPENING SMAJ L ALWAYS BE PROVIDE W1 REAR HANDLE TO FAC40ATE RISTALLATION F INTENDCO TO BE IWOM FROM INSIDE OF STRUCTURE. I F.F�, ; (1). 2W E-Z HANG STORM PANEL SYSTEM L ft'.L TRACKS TOP Be BOTTOM, (2) END PANELS SMALL ALWAYS BE CONNECTED 10 BOITOM TRACK OTHERWISE A STOP BAR QP SHALL. SE PROVIDED AT TOP Of SUCH PANELS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SMALL CONSIST OF 1/4-0-20x3/4- U.S. W/ 7/5-fe3/32- WING NUT OR L =4/Z; III.. THUMBSCREW INTO TAPPED BOTTOM TRACK FASTENERS WAY BE AT OTHER OF TWO EXTERIOR FIAT FLANGES OF END PAMEL. (4). IN CASE THAT END PANELS ARE NOT CONNECTED To BOTTOM TRACK (L.. A STOP 13AR 15 ONLY USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK USK SPECS INDICATED ABOVE IN SUCH CASE, CONNECTION OF PAWLS 70ONOWOOTME %CX MAY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS OHL SPEED UP TO 170 ENGINEERING Pop 2 of 2 All American Shutters and One - 24p Galvanized Sted Storm Pwds No 33% Increase In allowable stren has been used In the dn& of this produCL Separation from gWft Is not required for Installardons oulakhe of wind zorm 4 and gessential boon. Impoct Resisan": Large Impact Resishince has been domonstrighig! n evidenced In prrAou* AWKI test report(s). and Is accourried for In ft w%onsefling deep of this Product. Mnd Load ReWsonce This preakid has tann deslirgad to realgat wind logads n Indicated III the spen sdwOuWs) an On respective Product Evelusborr Documerd 0.9. engirmer" drawing). Insbufflon This product sherf be kWaled In stict compliance with Its. respective Product Evaluslori Document 0.9. wonseding drowNW), along with *N Do Lipman a Owein. Product comporandr; shall be ofthe material p 11, inthat product's respective ProductEvaluslion Document #.a- ervineguirg; drovIng). Umladons & Condfflom of Uso. Use of Oft product ahall be in strict accordance with the respective Product Evaluation Document P.s. engnereft dreveirgo a noted herein. M suppadrq; host structurn " be designed to raM d superimposed be" and shall be of a material Isted In this product's respective anchor schoduls. Mod structure conditions which we not accounted Iar In Oft producit's respect" anchor schedule WW be dealtmed for on a atte-specift basis by a registered prohnions! onginser. AN ogagrworuaft ~ we ps in-, ently Installed shall be protected against corrosion, ocerherninedion, and War such dernage at sit times. This product has been designed for use, within aid gaugskis the High Veto* Hurricane Zone (HVHZ). Respectrully, Frank Bannardo, PE EMMURma Expagas' #PE0046549 I Cam Auth. 9885 160 SW 121" Avairui SUIT* 106, 011NOIlLO BEACH, FtokicA 33442 (954) 354-0660 1 (866) 396-9999 TEAMS ENGINIERINOEXPRE SS. CON EnGimseftina ExpRess. cam I.M.H= -EW-1 ­0 Ile T_- L I r Da L ot. �T fv".,r U) _Tj w. ­1111.1W. 1. A mouw NXTION U) rm X C=­ H wrL Is Co, �Z 3 Ari:.L 20-31547 Mir_ ---=L4/ .,.I fftwomwl %.,N, W!1. k INSTALLASION DETAILS FOR SERIES INTO POURED CONCRETE. CONCRETE 2000 E-Z BLOCK HANG STORM PANEL AND WOOD STRUCTURES CONCRETE Bum leounw. 4 Tom -i4cZw a ir D.C. 1/4-11 TAPICON 114.11 HEX HEAD nX ANCHOR 9 12' D.�. FROM NIX 1190 TIK Is FROM EOWN 64' WK or 9 1/2 TO GLASS. POP To wegs. .a, RNET V, Lialm PAWL I MAX pAND, LIN" Is 14 Mkv _CD I TO CLAW. OF V '0-20N2* or V 0. /4 PCON NOW 0 12, D.C. 1/4*0 TAPOON ANCHOR # ir ic, CONCRETE OLD" "cau'", 2*.4' 0000 REDURM SCALE 3/9- 1 AN HIM LTERMTM IEZI.W SCALE 3/11-1- �J!Yo EN *­'.. It- . 4 .4 "In 7101= INC. FLOMOA OUNILINNIG CODE (Man High Velocity Nu 24 SAM GALVANIZED STEEL WORM PANEL one Zone) ro. on" W. 1. INSTALLATON ARE ONLY VAUD FOR MAX. A.S.D. PRESSURE RATM +/- 40.0 p.a.f. AND SYATE /T Lill C 0 \ MOM PROTECTION PRODUCTS. 11C PANEL LENGTH. 2. FDA NEW WOW FRAME CONSTRUCTION: WOOD .. `= .1011 &W s PNW 10ML R. 3331. am MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC ......... "4)Wl-VMC M Is"Nee-M, 20-175 DENSITY OF 0.55 OR EOUAL 0"Hue a.-01,04110 cRum NN IS"al ff ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) W WIDTH UNLIMITED �--(P!!RP. TO PANEL SPAN)- -I TOP MOUNT (CONN T , - TYPE AS REQD) ,/-OCILTSWITHWASHI WINGNUTSFASTENI OVERLAPS 0 MIDSP APPROPRIATE SPAN PLAN VIEW BOTTOM No NY (CONNTYRIgAr REQ'D) MYSEATT 0.31 (!)TYPICAL VERTICAL MOU'N"TE'EVATION V%.V N.T.S. ELEVATION TOP MOUNT 11­ __ LMM RECYD) BOTTOM _;;L�TION C r4.4cuNT (CONN TYPE AS REQ'D) 9STRUCtIO (LOCATION 0 L1 1 1 1 1 1 BOTTOM MOUNT (MM-/ Unfix TYPE AS REq.D) ($PAN BELOW OBSTRUCTION) PANILS MAY BE NOTCHED AS REQUIRED. PROVIDE13 THAT CONNOMONS AND OPTIONALW-20 STITCH BOLTS WrrH WA$HlReD ANICHMSARE 11,11,11 1A S WINGNUTS FASTENED 0 ,.�l SPANS ABOVE S BE[ OW I "!I OVMLAPS 0 MIDSPAN (USE ROPRIATE SPIN TABLE) VERTICAL MOUNT ELEVATION /-2"\ (NOTCHED PANELS) N.T.S. \..l ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGI PANELS WAN bUNWULL NU I tb: 1. VIM SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD & PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LOSS THAN Oft EQUAL TO NEGATIVE DESIGN LOADS. 2. "PANEL PASn"§W ARE STUOS USED IN CON)LOCTION WITH ALL MOUNTING IXTRUSWkS (*r-TR4CK ' STUDDED ANGLE. ETC.). USE Car O.C. PANEL FASTENER SPACING TAKE VALUES FOR ALL 'H'- AND -U"-WAOM (INCLUDING BUILD Our CONDITIONS). 3. LINEAR INTERPOLATION RTWM LOAM IS ACCEPTAIN.R. DVHFAWISE Use NUT HIGHER LOAD. GLASS SEPARATION NOTES: 1. UM SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE IS REQUIRED FOR Use WITH POS111VE LOADS ONLY. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NIEXT HIGHER LOAD 3. FOR INSTALIJITIONS OUTSIDE OF THE HVME AND OUTSIDE OF ISSINITIAL FACILITIESINAStIRWIROMESITHROUGH THIGLASSSEPARATION 011, XHWM is NOT REWIRED "a no "fin. SEPARATION ",ON THE mmmommisotmumw. I W VARY) MAXIMUM ALLOWABLE 1 'es DESIGN PRESSURES: i F-S, -NOT-IN DESI.Nj DESIGN NOTES: I "TULES "IT ATIVI DLSIM�r ,CILAIID roe Ur TP 1, SYSTEM 9 E C�% TO 94 N , PER SEPARATE ENGINEERING PDA CHAPTER OR %�Y�THTEO THPPOSONVLEDIORR NCEOGDATISNEADLELIREGILESS THAN ASSEMBLY AS SHOWN. GENERAL NOTES: VISIT ECALC.1013150 -4, @Z;=�2WABLE SPAN SCHEDULE 7 ri-W1411211 to] W is U it-ILI [e] A t�l 14 11 (aC211-IL-31 P.IV ­4 1, mm )M.10. 11;� w1i I I INUN Au.0"AdAl W" SNAID ON ANY COMONAtION OF NDVNYV`G PARM Le"KrYtt, UM 'HAN Y"c" mam IN TAW AACM ANI NO 15 AM1.00 *�" WAK UAGN 15 ORIA"It II" �T WIN M 1CNA&C,I IN NA IAAUXKff MOVIN'S IN vote ANOVI. WHIN SM CLOSVNIN W NOT NN, I`oUXING cowmcft SNO" IN THP10 ONMIANNI. o I NAft lw� W. �NVMI IN. .1 - ==144ar WACIM .0ANC" ANINK eal"CeIr' 10 taom P.M) @MAL CGUSS PANEL DETAIL FASTENING I M2 "WhootDoia -I f, t; kof N .2 2SO* 0094' -2 290" a 0.790, gi W -0 625' Jh 115 GA TYR 'ij TYP T I �'12V'j )'094. 2 111" r 3 8i O's. 4" _4 DS'. �0,30494' �4 4 D6 HLa. 1930" A30' ""a 27"111 gel 2." a ac r, Tn;v .03W 2D00' 030" 1000 2510, T, oy-m- my -A& 0313, 9�-I.3101LSMWWO' -1.560' sic 0.36;4 0." 0 75 iss. 12.5W'PANILCOVEPAGE .1 IN 14.075' PANELLE -IFT-T a, T- DOW- 27MI 13 4-0.09cp Ito. 3WJ ryp. TYR OAII7 ORA W. 0 I.M. UIC A T NAY. Id till 14DO OVERLAP gig 4' MA X. 00"FACLOWAIMAIL I 2r MAY. MAX. ULJ N M bVILD-OUT yz1wI..1 OVAVN� *�'All DISTANCE 0 g37�j LAP ..DAVAA.Y. emeD LOW RLAP 3 629Y 25' MAX. MIN ISOV MAX. MIN. ow V, 1. 11 1,. 1� L Sea ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANEL FASTENERS 0 tZ 5"O.0 2.5" Mal! DISTANCE MAX AOCNOR PREMS9 TYPE trim VIA Ur TO V!Q! UP Tq r-07 IPPA up To vr-gr Come Type 1 C2 C3 C4 Calfli TYPE CI C2 C2 C4 0 C2 0 C4 is DINALTU"MON 40 $a 12 la.V' 16.0, 2+711 q,*1 ILS" 16.0', 10.21, 6.81, 12311 16.0- 9.3- !.g. Wal II.WL & 0. Mr. 36.0., &a" Ls- 12.5', 16.0, &1. S.S.. 11 W, 12.r is or, 20, 1-1 I6.q- 2.3- A. L3' f.77-4-i-21-ITI-6191 IMIM_V" 3.4' 12.3" IS& &1- 1_4" 5.4" Ij5' 6.01' &1' 5.4* ILS" 264' 0.1" 5.4" 12.5" 16.0' &1" $.A", 331 DEWALT ULTRACON +1 40 52 YZ a V' IF.V'14LIr'IILo'22.9" 141.0" 15.0" 12.3" 12.5" 14.0' 11.4" 10.7" UE ff0j&V UP' IZA " `-I , 123'. Is IC R7 71. , #4 If Par 1�.- tz,r- 360. 33'r, itAyl xu.aElj�t q.3r_TFg1 lea# ILMH pr Iz.r SiLces livirl %r *.S- 12.5., 1640M aLholf e.g. I- 41 68 92 ? 12.!r. 4fiz, 1&cr. 1LD, Iz.511 Id.011115.7"10.4" 12.5" 11.0' 14.0" ii,g" il.911 ISO, 1&0" Is, I. iz.5.1 MO., Mr, I !W� 11.5" ISAY'116"13.3" 16.0" 14,4" 12.W' 1Z.5" 1 12,1" 11.1" 1: 1. D; I F f 26.01 ILT, Ia.. 2 ALMIT 41 is 41 4. x 52 7& 12 5`1 12.91, is V1 is 011 is 0. 1& 6 16C. e--. �! 1 Ifix" is., 1, 1. 1, it. N. - ALL M. : , ofir I Ap L/W C`0CD 3 41 IS 52 72 40 52 Za 6.29, 4,21" 6.25- czr* 11.r 40.1" a 1. 7.3' as" 23.1" 7.2 &2$" 5.4" &Is- 4.2sr" 4.2f* 6.25­ 12.2`1 T1 %Ix- 10. 1k - is, 25 6* 46231 -$.Is,- GA 4.1 I- 1W -1.1 33 49 sz 71 N 13.r _Z 3,; f D 11" g. 1" 1 4. 4.0" 1" Ia" 1 4.0 1 545" 10.7" 4. 1" 1 4.01' �23` 10.7" 4�1*' 4.0" 6.2r* 1 4... 6.25" 19.7" 41" 4.&� &2S' IOL7* 4,1" 4.0" Is ALI KIRTO GOLID SIT 41 5z 2213'. 1A.W. 1.11-1131.1e, 11.31* Iaz, 0 7" 7.r 2'. 10.0. &?� 'C" 12151 16,01, 11.3" orn,V' 36.13" 74" -6.3" 2t_5 Is. V 7;8* IZ.5" 16.0" 9.7- 7.0' 11.5" 16.0" 7.7" 6.2" 221" 16.D' 7.V 6.2" 12.5, 1 0.91 7.7. 26.0', 7'r dzi 30&� 7.7" Ll" 1 921-1 16.0. 7.71 Il., AM- . 1 1/1' INVID 3' H-All 1AIII-1 C, I- W 6.151, 1L.311 4.41. 4.1- S.IS" 10 11.1 31" 13 IF 4.0. 9'f.- 3 6. Call 3.31, Gas 9. 6 as' 11.57 4.4" ILI'1&2 " %2­ ts' 13" 0,2 0.2" IS' 1 23 %V '1" 3. ex IS, .,A. feledle r MAX Oman ANCII011 ORUNRE TTPs CME ript M C2 C3 C4 Cl Cl CS C4 CI Cl C3 C4 214.. IF Iman, 32 U 46 III 71 12.r MCI' 1&0* Ice' 12.9-116.0" 11#.*" 7.5- 12.r 16.0- 16.0" 6.r' LZ 9" Id.al 1&0* &r 11.3`111G.W1 Lsm" 6.1- 12.v, Id.D& 144019 Gjail 12.1. L2.f' II.T' 4! , 1&0* 14AY' 1.4.7- V* ll.V� 60- Il.r 144" I&A" 14.7' 0' 14.7" 2: "'T 1',, 6 N !c, 111. 1 Wr CMGCD 33 WOOD SCREIV 41 32 72 12.F1 14tc# 14,0F 12�L 12.5- &L jaqjfj 2ioN Jay. IN If; L2.5" 14.01' 1*%- &1- MY' 16.0" 0.7" 5.6' :2,T' 16.0- 9.7- 5.6" ".T, L2.5, 1,. 11, ::C: ",:0 I a I 1, IG.&I P.O.- 70, Iaswl 6'4' 12.3" 314. 16.01, 15.0" 1610*1 ;,d" D.G,L S.6* ;�; I - 22.T' I . ;, .. B:, .; 26.0' 1.f* $16111 11 I" CRIP TWI '52 72 -lil Mr, MY' Ical 113, 16.0" ILA' IZS' II.T* 11,1'1 10,01, �1 all" I" itigitiS 12.7' 12.5" 26.0" 10.2"� 9.r a, 911" L,2511 II.Irr. 164011 10. 24 W, 9. la.wl Itl ?/IV.. Irr a,- .1, I'VNIN ",Veo, 41 WOOD IVF INC 41 51 cm 72 1.0 3 4. tz.rl 3601 701, IZ.11 4 '12' - ; �.;: V* I 1! -HIF 12.1- 4.?" 4C 5.21" 224' 44?" 0.2r, 12.1- 4.7" 4Z' ANCHOR NOTES: I . ANCHOR SCHtOUU5 APPLIES TO ALL PRODUCTS CORTIFIED HEREIN, BUT ONLY PROV I DIS MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM AULCWABU! $PAN$ AND PRESSURES INDICATED IN SPAN SCHEDULE SIALL"PPLYBASIED ON PANEL FASTENER SWIM, THE ensnrar sYRUCTum 2, ENTER ANCHOR SO`MU MATERIAL- I ANCHOR TYPE. SELECT DMGN LOAD GREATER THAN OR SOUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELLKT SPAN GWTl;LrKAN OR EQJAL TO $11MERSPANSELECT CONNECTION TYPE BASE13 ON APPROPRIATE MOUNTING COMMON (SEE MOUNTING DETAILS ON . 'PA N TON ALL (W-TRACK, 571,00tO ANGLE, ITC.I. USE 6.21-O.C. PAIYELFArMNERSPAONG TAB VAUJISFOR ALL 'H'- ANC�Ui�49UADERS CtOING SUILDOUT CONDITIONS) CHO Se IN%N 4, AN TA OINAIZCOROANCEWrrHKANWFACrtJRERS'UMMMENDATIOM. S. HOLLOW BLOCK MOST STRUCTURE SMALL CONFCRM TO ASTM COO OLOCK. G. MINIMUM EMBEDMENT SMALL BE AS NOTED IN ANCHOR SCHEDULE. 7. MMMUM EMIGIOMENT AND RIDGE DISTANCE EXCLUOtS STUCCO. FOAM, 5FUO(, AND OTHL44 WALL N Has, WALL PINISM99 SHAU BE UNITED TO 1/4' MAX OR SHALL It VeRIFIED BY OTHERS 70 ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. 0. CONCRETE AN04ORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY. , WHERE EXISTING STRUCTUREIS WOOD FRAWNG, EXISTING CONDITIONS MAY VARY. FIELD 4.FY THAT FASTENERS ARE INTO �MATE WOOD FRAMM,MEMBERS, NOT PLYWOOD. PASMING TO PLYWOOD IS ACCIPrAKE ONLY CLOSURE PIECES 10. WHERE ANCHORS FASTER TO NARROW FACE OF STUD FRAMING, FASTENORSKILL BE LOCATED IN CENTER OF NOMW 2* X 4' (MIN. WaD STUD Vj. EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD 670D SMALL BNOUTHERN & G-0.55 OR GREATER DENSITY. LAO SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. " REMOVABLE ANCHOR$ ARE; DeW!!� PANILMATI, ALL-POIVTS SCLID-SET & BRASS 10HIN li M0V:H1NE SCREWS SMALL HAVE 112 MINIMUM ENGAGEMENT OF THREADS INTO THE USE ANCHOR AND MAY HAVE EITHER A PAN HUD, TRUSS HEM, OR WAFER HEAD DeWAVOU MINIMUM EM UCCO OR CTMV 13. BEDMENT AND EDGE DISTANCE EXCLUDES ST It WA LL Fj JSQU N.O. 14 , = DESIGNATES ANCHOR COMMONS WHICH ARE NOT ACCEPTABLE USES. Is. * DIRECT mcuNnM coNoTTx;N5. 16 LINIAR INTERPOLATION 13 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET, 10 RONK Y"�x �;, 'I z gig LIJ 2: EMM d1l F__j �Do CO -M W 2 cca:)- cc 2 C5 -0 CL Cn CU 0 -cu 0 0 CL q C = .0 U_ CU 0 -0 .4-' L,- 0 CU > -cn M 0 E " 2 0_ ocu) 0 &CUM LO 4 z z W mi a, 4 LLA C) c= If G2_ C LA_ C1. 10 ca CA :!5 E ca ea 3 43 CaC E CIO L_ CU M LU z z SHEET NO. SH