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HomeMy WebLinkAbout36618 Garden Wall Way0 i ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rad. 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. Footl Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK 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 SO. 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 SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL 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 WOW 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 MIN 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 OVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR orVTE 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 WC 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 WDWHDRorWDW. 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 Plt. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. 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. L E N NAR6m 1941 Al B1 LM 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. N 0 N ao N � 0 ? W CD cc o 'rn e.r s -o © Q X ]C L .,n. Y a DEC 0 2022 7. �O OPCSSJOt P To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rA Q $ C V C C ��� 00 (ii Q N N C) % LL y M v .L JLLLL LL LL a c °' a i t m0 §A C' o W t�jl°'°' C13 L4 ZLL 04 Cl) Z Q J N Is- Z O c4i W ❑ ❑ 0 2 tY z � z g* �- V I N z o O W a N c ' AN E s _ c � 00 o W vv C"Z � E o 30 oLL e =® o� t=0 So ap ar< 0 Z0 N i 7 .°3 t•'n � €o� g& ZZ W � $ a 0 a z mod' W I� iLO t� 3 � J act, Q CL � O o Y m on L0 QI O N 0 r. N CF) T E 41 z E r ' c a. ) J Q Q J JOB NO: 08310 SCALE : NOTED SHEET NO. CS i 0 0 H.B. OA S3 25-SH EGRESS O 25-SH EGRESS 1 0 . 5-SH - : ----- '� - --- N '6 16' DEEP j FIBERGLASS• I A NTRY =w I SURROUND F--I g� w TYP @ 1 to RAING Ak ` N'o�, o I -- _T_ TB STORY HiEl - °° 21-2 -� -;--- - 10'-4" 10'-44" 2'-4' I P L 5 11'-0' Ci `� O `\1 � CAFE `` r_ _, SI Kwl ISP - N < c7 I D.W. I _0 _ I I I BEDROOM 3 , „ '�+'� 2„ i B . 1"i 8_ Ci.�. _ - BEDR OM 4 8 0 CLG. rn a VAULT. CLG. N v I I o `, -_ - - _ _ _ : L f BEDROOM �� 2 CARPET IL n Z qG CA PETCARPET .- _PATIO C_]�-4 I 8-0 CLG. CARPET r�o w k Z-� 9 �O w - I OPT, 4 uyto i. -. }. -- REF. M - I-- -- I 5068 B.F. 068 B.F.LM 4'-0" 11-7'1 --- ; - I 6'-10" 8'-8" 5'-4" 14'-6" 5' T-6" 4'-7" t---- - - - - - - - - - - - - - - - ~ 2668 `FI) 2668 _ --- - R&S - - - - - - - M N R&SX ------- HDR AT T-4" r 1 .3 I I 23'-8" 3'-10" T-8" 10'-108 l - 6„ 5.3 ~� a YF � � IIENTRY LID - CLG. = 2:12 VAULTED CLG. r to-t---r j 9' 3068 I I 8'-0" CLG. C CO � FAMILY RM VILEI- - T : _ N I 9'-4"CLG. q R.A.G. CARPET 28158 (3) 2x4 112 SPF w/ d K DTT2Z @ BASE _ C T. I n --- - _ --- ---I-- -}- S3 3 S3 1 _ r * S�--------------- - - - - - - - - --- to AHU 8'- G. NOTE: FINISHED I I WALLS TO BE lIILE I r--� n FLUSH. VERIFY IN I I S3 rA F-1 it' 4.0 � j 1 - I I 11 I I l l I I I I FIELD. I I I I OPT. D PT. I I I TYP @ 1 STORY I -_-- - 11 4nl I I I -- ---- � j` I I I G (3) 2x4 #2 SPF w/ DTT2Z BASE BRGSS SURROUND U � II 1IIII1IIII 000 cv 3 ---- 1 a1 1 HANSON r;60"x °0 1 0 SHOWER BOX @ 36' S A.F.F. °' 1 Cr9- Oppoocc 4`r° I DRYER VENT EDGE OF SLAB 2" IlIIIIIII 5-3p` 10' THRU ROOF BEYOND WALL OE") 2668 78. 20'-03" 11T-8" I E"w `rF W8'-0" � 8'-0" CLG. C, fiB. 60 ■ OWNER'S SUITE CLG.- BUILDER TO PROVIDE I I I I 8�� CLG. 0 '_ . TI E-; --- - CARPET 2 -6" APPLIANCE PROTECTION I I I CARPET � O WHEN REQUIRED PER FBC i K TYP @ W II I GARAGE S4 OPENING 0II P' D VERIFY LOCATION c,4 ELECTRICAL PANEL L_--_--_----- - R&S m6" r K)Ia0 VERIF METER LOCATION WITH BUILDER T H.B3'-0" 1-4„ HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 112" 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 20 X 381 184 X 37 J S.H. 14 20 X 501 18 i X 50 S.H. 15 20 X 63 18 J X 624 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 1 H3 27 1/4 X 38 J 26 x 37 1 S.H. 1 H4 27 � X 50 � 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 1H6 271X72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 } S.H. 33 54 X 38 J 52 J X 371 S.H. 34 54 X 50 J 52 } X 50 S.H. 35 54 X 63 52 J X 62 } S.H. 36 54X72 52+JX71J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN - ELEV-Bl 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. Is 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. Is Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills Indwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 -30.8 (D +28.3 / -37.0 �E +26.6 / -29.1 O +26.6 / -33.5 �G SEE SN SHEET HC� SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALLLEGEND 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 11131" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 24 TOTAL AREA 2376 PATIO 23 INSULATION REQ. EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) e.a N C N o N Ego �- F a O c � a too d tv Y d n CD a' 3 M 3 ai a a ro toto = E o d U co w .1I 14 z FLOC . l''�'atlllntttl���� To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drewings 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. in W Q $ C V 0 N n of Q U)ticp � Cnn v » LL J LL LL LL W o -•o- a �Z F p 04 WrR9jOu mCi Z 1- d !- Ci N ZIL ZN OU � 0 W El z _§1 z 1Z, J d E3 U) N N�N M z � N (13LL, �U o O W JAW Vt/1co c :: W � x U_ _9 Ow ZO E F- �s R oa¢C Uo z04 � .Q3 Lo w io z fd y Cx _ C to U gLL g� 8 Z W A � U O =F F (� U O � O J V) Ln d Im M C CL co J O O r V) (V M Lin t- 1 N 0) 0 cD O Lid QT ^ T ti E r Z Z E r ILU _J Q p JOB NO: 22-08310 SCALE : AS NOTED SHEET NO. 1 r r VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES w / > / MEDICINE o CABINET 00 O~ O� d' �> o> (V C') NI `')CIO KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER e: 0 1 CV FIN. FLR. KITCHEN O 00 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. x TOWEL BAR a ON BATHROOM WALL _ SHWR. o = C7 VALVES - WT o 00 = 1 tO SOAP - (0 60 o DISH U 1 1 LO 0 LO 0 - Nr c to 1 M co O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY M O (V OPT. REF. c� KITCHEN BATH 2 i 00 MIRROR ILL III* OWNER'S BATH INTERIOR ELEVATIONS 42" H UPPER SCALE: 1 /2"=1'-0" CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 0 36" H BASE FINISHED 3ABINETS - co o COUNTER TOP 0 H BASE 0 CABINETS CDC* CO = ' LL 1 Cn a V-2" CO 0 2x r a vt U? 00 FRAMING ��N - - I 1 M CO T r 1 /2" GYP ' " `t CV N CV �? BOARD FIN. FLR. r FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"=1'-0" V C'V � b N c al a C „ � - -X2 tll fl N i N ai O M Q lV Y N y 3 � L .. 110 y d 17 � U N � G O eo N �- C r0 O d U O illtr'!!J/ 000"IIN •,. CA LU re�JJtntltt1l��� 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 Edltlon. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to Q S c? V � � m M d: itA fA r n M.f2sZ'd" LL LL d U. S �yLLWl Z fe p W O C" O1 °' m W CLW � M Z d t- a `'j N O 0 � N ❑ ❑ N v 0 z J U) v 4-J �U�8 O �Ln I M W00> a c Q N as. O M M i W z J z9 �2 a o zu 0 ow �jo Zuj _E CC C r0 U g z < 0.O a 2 W � Z ry N � J �I �LL i�tl s i� �o Q 0 �~ ILA t� 01w °O = �� J L cc QLO N Fes— r- `� � co .-- T M m LO ¢I 0 CN N O N O LnT A T rA Z Z E T o c FL U 0 Q d J JOB NO: 22-08310 SCALE : AS NOTED SHEET NO. 2 12 SHINGLE OHTILE ROOF PER COMMUNITY SPECS ' INSTALLED PER MANUFACTURERS SPECIFICATIONS ___ [17-111 FI- 7-�]] 1 E�: I FE-11 I L7 E]ED] D171 16070 OVERHEAD DOOR +3"SMOOTH TEXTURED BAND- �8" SMOOTH TEXTURES CORBELS 12 5 12 5 9" SMOOTH TEXTURED FREEZE BAND HEEL ______________________ T.O.M. --------- ---- XTURED CEMENTICIOUS FINISH ON C.M.U. ZD \ _ | ||| | K 358H `._ ' U EFL FRONT ELEVATION — B1 SCALE: 1/4'�=1LO" 14'-0" RIDGE VENT 12 7'-0" RIDGE VENT SHINGLE OR TILE ROOF PER 7 COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS ____ ________________________________________________________ ____ 11-01. TEXTURED zo FINISH ON C.M.U. 25GH 258H ___JL—___________—_—_----------------------------------------------------------------------------------------------------------------�----------- RIGHT ELEVATION — B1 00 3.4 Av CL To the best of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for Me structural engineering portions of the drawing pages bearing Engineers signature and seal, 0 0 Lu Lu 10 Co C'4 LL ILL- nj z C'4 M 120 LO M co CD JOB NO: 22-08310 SCALE : AS NOTED SHEET NO. 3.1 -.��-L_���---ice.-.i-_- SHINGLE OR TILE ROOF PER 1 T COMMUNITY SPECS - INSTALLED PER 12 -4' OFFRIDGE VENT--"4' OFFRIDGE VENT; _ 12 MANUFACTURERS SPECIFICATIONS 5 �/ r �5 li' 1 L L- —.•4 TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) -- 3'-10" _ 6'-0" - LO T.O.M. 5068 SGD HDR HGT. -011 EXTENDED OVERHANG TI BE CENTEREE ON DOOR (2) 35 SH 35 SH -------------------- F.FL. REAR ELEVATION - 61 14'-0" RIDGE VENT SCALE: 1 /4"=1'-0" it 1" x 9" SMOOTH TEXTURED FREEZE BAND 8"x8" SMOOTH TEXTURES CORBELS SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS — - T.O.M. -------il— —-------------- HDR HGT. --------------------------------------------------------------------------------------------------------------- — — -- 101 1'-0" 1 r_Orr 1 r_Or, T-0" TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS O FINISH ON C.M.U. FINISH ON C.M.U. ap bo (TYP.) (TYP ) �p ---------------------------------------------------------------------------------------------------------------------------1---------------j----F.FL. +3" SMOOTH TEXTURED BAND LEFT ELEVATION - B1 E:1/4"=1' C iV O co -0 04 c "' � C C6 O m }G OLL- M G v •y � N .G y W C1 N •s'�NX Ql y E s c m o � --Cc tz 3 M ro L fL p d V O I ow . v ry J � Q ;✓ �} ••••FAO 4R O F E S S I O`t4 To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 9) " C 5u�°4 �mv� M '6 a �LLLL LL a _ a x mks W LNG0 o W m Lu LL N NZ d 0 = N (5U °dv U W O0 .Z Z � Q_ 4 N L)Too O A ]k I W � c o 5 i E g- iK0 v 59 oa w� z N UU Z Wo r z co N a% Q U N & gLLZZ Q N J m Ftl w W �z =o W � U yw �G r zl< �O > (Q J Y J LOco ti c� Q j O p Y � r c m LO ¢I 0 N O N O T LO r ^ r ui m - T ni Z Z a E r U' ai o m U q p JOB NO: 22-08310 SCALE : AS NOTED SHEET NO. 3.2 .iij —LuL I m rn �g N .a O J 0 �N N ^N rn LD J O I 0 r� c 3 Q O 0 F-- x [XZ 5 C3 CL v LL n ai O d CV N N r r, S a 7F 0 Cn 2" *NOTE: VARIES 1'-1011 1 ' CAP r CAP cv iv FOAM TO BE USED 1" RADIUS—"" - 2 1 " c0 _ CO ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE ^ � OPENING VARIES 2" 2- °,N n iv 3 1/2" RADIUS 1/2" RADIUS 1'-5a' 3/4' I� � MIO d 'D 1" 1" BUILT W/ STUCCO. 1/2" RADIUS 1" 4" VARIES 1" 1" 1'-0" cl 1- EDGE OF OPENING VARIES F SIN 1-4- 04 o 22„ VARIES 1'-4" r' :- CV 1 VARIES SIN 1 1. 1,. 1 _OII 1 II 1 1/2" RADIUS f 4" 411, 2 ' 2" 2 1/2" RADIUSINC;Pq J CVARIES3j" 11"3�" r' 1° 1" BASE BASE 2�"2C)L1„4O / • 11 OII N ,�•-A—� 'IILI I' {III *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHENZIE tD T REQUIRED BY a COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" 1'-6" DETAIL TO BE 2" 2" BUILT W/ STUCCO. EDGE OF 2a" • OPENING d' 4 1-1/2" THICK 1-1/2" THICK 4 10" M --- 24" _ d' 10" 6" (V s s � T s � L Li a' .. 2, 41 ]JI 6' 2 2' N w Q w cc„ N 3„ -- _ 1-1/2" THICK 2'4" 1-5. 5j '�� 51'1 11 4 1-4- 3" N � IN 1„ VARIES VARIES U) W_ 221 VARIES VARIES r4 1' 8" 1 �1 ______ --- cv iv 1 00 �1 „ Q� 6" 4" CAI N KEYSTONE OPTIONAL F11 rn KEYSTONE F11 OPTIONAL to Rs 2' 44„ AE, 3" r -} 2" Zt ' 4" GARAGE DR. OPENING 4" 3 4" WINDOW OPENING 4" 4" NOTE:INSTALL • OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14 1-64' 14. 12 2'-1" 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 5�" 1'-1�' 5�" N 4^ T-10" 4" FT - -- N 10" 1'4" 101, s 00 s - N --- CO 1° -------- ----_._-__-.—.—_ s CV 1" - - --- N s • •7 1" R1p.. � 1�., V. v), GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH �v cwt cc N O .fl •r. a) �v w o� Q GCI y "C7 N t 3=) Rvx a! c C, 4 tV y N A • u a) Vf G.a � E � o d. V M- N N ti a To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Res denfial 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o �61 ui Q rnNO� * LL � J LL LL a Z c rn J_e et a r� S o k W W�pjO) f6�Q� O m z L L N MZ d J Z OU W 130 c-D N - M z (Ij CD00 4 OLL, O N c wig U 2! f 8 8 _ = U • W S� o � ch � U_ �E W¢ 1 o�zo �j Q a E ° w 'T rD _ 0. Ero R10 �o z a CV t ro Zg� Y LL z N G COO ��w a N m g Q W 8� U U W z NZ MjS k L� > (QLOci J L rn B L U f— r c T 0 W ul T Q � CN f� _ r � / T � c � c E T Iu ai Co C d O U J cc Q p 0 J JOB NO: 22-08310 SCALE : AS NOTED SHEET NO. F1 m rn LO v J O I 3 m Cr S 0 O I L ci a N FL EZ ii 0 3 O LZ 0 r. »g a a N S R ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER a14 to lights & outlets NEMA 1 10 #12 to appriances and GF1 150 AMP/ 200 AMP 11 #10 to WH 10 #8 to Range 10 #e to HVAC !- n 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.---, INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 150=2/0 200=4/0 in 2" Conduit 4 Bare Cu Ground CLAMP PER 250.50 AND 250,52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units In accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired Into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles In laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. I ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET PEPP DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN �Or EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �H PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) i a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER t1 ELECTRIC PANEL _111111111I.-J! DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR ,7 G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 0 PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE FOR MICROWAVE RANGE t 1l1 M mr—r evnrnc. SCALE:NTS ELECTRICAL PLAN - ELEV-B1 SCALE: %4'=1'-0" w� N V 0 d' c - o w ra. N L: m E1 c o. - Q d ns =1= r o N O N 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 - 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. 0 g o (0y o " CS0)0 r 41 °; •/ r- 0� fYi a M L LL a Z LL —v d ff0 04 1'- t Z ILW r0 N Cl) Zo ca> 0 0 W ❑ ❑ 0 z z � Q J it M z (� w 0 w c „ U g F— E Q � M Z W t1 E 3 o L O w Wa 00 ��� a a Z igpo c d K Z T y F5 O FK o � ° 31 >C:) J ' LO Q 0 /L0� y G CID j O r O Y i) 2 N M m Ln QI O N O o 0) E r y z z E r E m M a n U 0 ¢ ❑ JOB NO: 22-08310 SCALE : AS NOTED SHEET NO. 4 ROOF PLAN - ELEV-B1 SCALE: Ya"=l'-0" N N 00 c 0 N � as L" = u. a. N lC O a •N � O lA 3 � � y E s c eo y CD 1� c � to o a u 0 Ar� �� S E •.� CO F LO /?()FESS10N,���� . ✓��'`�rl��illflll �.l`��'1�`` . To the best of the Engineers knowledge, Information and belief, the structural plans and spedffcations 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. 0) E Q $ 8 C m ado m NM0� '• �LLLL u a Z - rn a m _ m Co to M Z ¢ J ILW_ ZN OU 0 V W IDD z J Z N ,^ C i--J U. W 'u o OW p N a S �QQ � w chi M J h � zoLA- G ZO Q0 FT (ti o o0 WO $ q Z p O N � R <o °da (p m� O z�C °1 aLL qZq� S �5 V 0. 3 J �C:) LidLO cc Q T j O 0 Y � T oo LO .�I 0 N a) o r N r— � LO Q G1 � •� T N Z m a U Q O -j JOB NO: 22-08310 SCALE : AS NOTED SHEET NO. 5 C C d 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 1/8" SAWCUT x 1/4 SLAB 65'-0" UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON 5' 4" 1'-985T-238 5'-0" 5'-0" 5'-10" 3'-10" 6'4" 6'-0" 3'-10" 2'-10 5'-11s3a' 5'-0" 5'-4" REINF. SEE PLAN. FOUNDATION PLAN T-0" w � C0 H.B. TYP @ 1 STORY S3 t U.N.O. ll \ \ HVAC CHASE \ \ BASED ON I ■ \ LOCATION \ 16-0" Z-94„ V-10" . ' ..... CjLI f11 ■ 0"0� I r — .31/2" in in L M \ \ S3 \\� I r1�f _ SINK / DISP �(--1� — I :: I :: S3 I \ I I D.W. I ql �� II �� li I \ \ I I I :: .:�:... , , I{ I S3 U1 v L — — I \` ` IL---JL�JI_J� --�=_--- Ik II _ I CHASE TO I) S�D _------- .. : f� 11 I� I 1 I TYP@1 STORY U.N.O. ■ PROVIDE 1 Y2' RECESS C \ L — — — — — — — — i CJ I II OPT.:: T C;1 CJ' ' `y�l CJ - -1 ■ STEPS AS REQUIRED I FOR SGD. REFER TO \ KITCHEN ISLAND III REF. I ; •_ . ' ' • • . • • 10'-104" = PER FIELD MASON'S SLOPE FOR \� \ LOW WALLS III 1' ; .. .. CONDITIONS I WIDTH \ \ UL. 1 \ \ I I \ \ 16'-10" 12'-10" C)4'-0" INDICATES FILLED CELL w/ 3000 PSI— \ CONC. GROUT FROM FT. TO BEAM \ :........ ...... ... , .. , .. ... ' I W/ (1) #5 REBAR VERT ABOVE SLAB 1 3-1/2" MIN 3bW—psi CONC. I " " " " " " " " " " " " ' " " " ' " ' TOP C PAVER TO BE " " " ' ■ ■ ■ ■ = (2) #5 REBAR I TYP @ ALL PLACES SHOWN SLAB FOR HEF�IIDO 0'-0" L FIN. 4"BELOW FIN. FLR. ■ 4'-8" T-8" 4'-6" 01 VERTICALS w/ in HOOKED FTG. DOWELS 5" EMBED COUNTY ONLY \ \ \ \ FILLED CELL I W/ 25" EXT. ABOVE SLAB "GRADE 40 STEEL" 3-1/2" MIN 2500 PSI CB \ SLAB OVER 6 MIL VISQUE •N PROVIDE Y2' x 9 Y2' RECESS FOR FRT. OOR Y SLOPE ZD 1 I Fn VAPOR BARRIER \ \ \ 2 -6 x2 -6' X 1-0 FTG LO I G ^� 25'-10a' \ \ 9'-5$' W/ (3) #5 E.W. ;8 \ \ ■ — — — — Tp A CJ CJ \ : I K CC — (2) #5 REBAR in S3T S3 I S3 VERTICALS w/ in TYP @ 1 STORY I I of I AHU I I FILLED CELL I 2'-6" x 2'-6" x 1'-0" U.N.O. ' I N :. I • = T-5" 7-1" W/ (3) #5'S E.W. 2'-6"x2'-6"X1'-0" FTG A� (2) #5 REBAR S3 L J I I SLOPE ' VERTICALS w/ in FILLED CELL ;: I I I . I �� .... I OPT. D 11 I II DPT. VW : • -3 1/2" (__J --------, = - _10„ 5'-31'3_6" I N ■ - I — CJ 'CJ I — CJ ; I I : 2'-7-a " 7'-11" 1'- • EDGE OF SLAB 2" I I BEYOND WALL I I K 0 J ih N M2 I S3 35'.-4" 20'-6" I ■ I :: • • I BUILDER TO PROVIDE : I ; ; I :: : 2'-6" APPLIANCE PROTECTION I 0'-0" I WHEN REQUIRED PER 6 4'-0" 12'-1" _ FBC (2) #5 REBAR VERIFY LOCATION VERTICALS w/ in I L--------- � -- — �: I1 // � �— — � 1_.— — — — — — —_L•'I { — — �--- `Q N ELECTRICAL PANEL �—— —FILLED CELL-- [v A S3 TYP @ 1 STORY U.N.O. VERIF METER LOCATION WITH BUILD ER 4- FOUNDATION PLAN MONO — ELEV—B1 SCALE: Y4"=V-0" 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 comer by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" v CCU N L% d a G W C:)a� ►- O o U Q C'•) n1 LA_ G- A O y 0 3 � N 5i N N O 5 •si o 0 < <`x0\1141tiiiiP;�f 0 - �� :. FLO �0 EC S,�NP 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 - Resldentlal 7th Edition. Engineees signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W po E 8. N C1N� w W go 0D u7 NMR� lJi u u- LL d = a x 0 �O1Of m W_ LZ L IL u4 N d ZN OU * 0 W z z � � J V) !01 a--+ O C Xi Q• U C M L J LD g � CL E ° $ "'� ao zo E E �o a� < X 6CL f 22 � O � ro C 0 Zz z z a 0 W ; 3i� o� O o U az ow it L, -u 3 2 O i �C J LO Lid M QM C CID :3 0 T Q Y � r V) m N m .�.+ LO 0 CV CV Qi Ln m T y Z Z E r E U N a ¢ o JOB NO: 22-08310 SCALE : AS NOTED SHEET NO. 6 L1, ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[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 1 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 ( Vje) or 15/�' EXP. 1 0%6) TILE: 1Y32' EXP. 1 (3ye) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %e' x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER 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. (2) (2) r q A S3 T _ i a a a a a a a Q ¢ Q ¢ a m m c� CJ1 a--Q -- a a a Q -RQ 1A CJ3 e tivj� CJ5EI i" I EJ5If I' 16 M Q I II 1 EJ51 E17B I EJ51 'I I 1 I ^ I I ERB ERA D1 CJ3 I CJ1 EPA " D%,EJ51 S5 II EPA I I I (2 y`I: EJ7A II I I ¢ X N CJ31 I C3 EPA II I CJ11 G G MG 1 I � I EJ7A I LO I Q A G -- 1 I 7 EJ7 I D1 ^IEJ7A S3 1 1 1 EJ7 EJ7A 1 � (2) X +� EJ7 I EJ7 EJ7 ' EJ7 EJ7 q EJ7 II I I S3 EJ7 I II EJ7 I I I CJ5 CJ5 J1.00 CJ3 co U � CJ3 C I U CJ1 T U T (2) A A S3 TYP A (2) A a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] MARK Q 1 CONNECTOR UPLIFT CONNECTION CROSS-REFERENCE SIMPSON STRONG TIE I USP MANUFACTURING, INC. SYP I SPF I FASTENERS -ivax CONNECTOR SYP SPF FASTENERS HTA20 1870 1 1585 1 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 - - w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. 126 10dx1-1/2" HTT5 5795 5l8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 l/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 "" 1005/915 *" 8 - 10d x 3" JUS26 100011080** - 8 - 10d P HUS26 1320/3235 "* 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 - 20 16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 "* 30 - 16d x 3 1/2" HUS28 2950/5090 - 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12, EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY I I V 1 (2) LGT2 4060-M 3770-F 3500-M 3240-F wSINKERS & LUGT2 3100-M 4520-F 13100-M 3800-F w/ (32) 16D SINKERS (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME 00) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1 1010 1 605 1 12 -10d SPT24 1090 12 -10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 1 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS - ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") `FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) Ilt I OR 2 PLY CARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEVNNNB1 SCALE: Y4"=V-0" 0 N 00 c N b 9 W O e¢aC-;'N --gym - a- N 10 O r Ny N e��o d a c co g c 3 to 7 C O c � c o o. u 0 w t� n 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. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N E v � d c � go M40 ii 0 13 N # LL � J LL W JLLu 0 '0 _ - co a ZZs �.AN Wv4�4jO' (_p o 0 m Z ILJ °�,° N Z a W ❑❑ z z J a z - w � O w $ N l�S Ly N 03 (� r— 03 w 8 U co c v' � • o W chi M J � N 0 a w. s �R U �o oozQ a E u F- Q <= x ° w� g ZoE rp c o oLL z z G � i3 L _N a� o p � o a WW W �Y � V IIIIIIIIII� zlad Oliv 3 �� J LO ,^ L i m (� ^�^ 1..� a)co i- r :3 C) Q Y Cr Y r m LO ¢I O N O CD Tr CV � LO r ^ r E Z E o z c E T c a U _j Q p JOB NO: 22-08310 SCALE : AS NOTED SHEET NO. 7 3 m 0 J O m rn L0 C ZQ C T A GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled Ilntels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -In -place concrete may be provided In composite lintel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11, The exterior surface of lintels installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 .0 Safe vertical load Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS NFM- i N: MN.W 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T FORM & GROUT SOLID ell 4 �LU �U O %5 BAR CONr. 8F12-1B/1T O 'Y LINTEL DETAIL SCALE = N.T.S. I YYt UtbIIaNAI IUN #SREBAR MIN. AT TOP (1) REQ'D ALTERNATE POWERS F = FILLED WITH GROUT / U = UNFILLED ll2" CLEAR STEEL LINTEL a a R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY d ' M,U, #5 REBAR AT TOP 4' ° MIN. (1) REQ'D 1-1/2" CLEAR 8 F 16- B/ 1 T a i °. z ° ° GROUT _�C.M.U. tNOMINAr t to rr _ U) < QUANTITY OF ul ' WIDTH #5 REBAR AT BOTTOM OF o r� TOP ° `-*-BOTTOM LINTEL CAVITY LU U Or V) 9 w NOMINA o it u $ HEIGHT REINFORCING ¢ r-'i 7.5/8"ACTUAL PROVIDED IN CiLu a, " NOMINAL WIDTH LINTEL • < . OTTCVA a AS IND CATED MATERIALS cT-f' p�Thtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitluos 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 OF 4'-6" LL (F� 4'-6" LL CE 5'-10" LL LINTEL PLAN - ELEV-B1 SCALE: 14"= V-0" tv N OO N c 0 U d W CD o u a r� o cM = x «- cLL4n- CD Y a� c � 3 � � c o eo y CY E � O d- V 0 i ' �t,;�,tkERY¢4f4� G...•C. ,. 0 Iv ESS10N� 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 - Resldential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a (� $M O�f � C � Co �M0� N LL dwi ` a u- its(q LL . a. 0g a _ Z �gY 0 OjO' m w ILW�� Z 0i N Z d J ZN OU W ❑❑ z Cq Z Z f; J Wv) z N CD �� cn Uw C) w In c _ :l9 o Q � w C:, J Q E g O a 3o Cl �p Z E N Fo rQ yg Z�c 3 �a O U 1� CO J Lin Cco LO O � L T C) lO _m LLO Q� O 04 o N o 0) •� T Li i i- y z Z E r JOB NO: 22-08310 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY 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. E 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLEDON THESE ACCESSIBLE SSIBLE + A 1 M ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF SIDE(S) OF THE GLAZING 36 INCHES _ 2 INCHES (914 t MM 5 M ) 0 E 00 WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270.14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS, 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2, 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" Y „ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-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 BUILDING DATA 140 MPH CRITERIA. WIND SPEED ULTIMATE ( ) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG ) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 3 1/2" MIN. THICKNESS WI 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 @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + 297 PSF / 322 PSF . - . (INTERIOR) U.N.O.. STEM WALLS. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS = 140 MPH) MINIMUM. (V 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +24.9 PSF / -28.0 PSF 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR STRUCTURAL 1, IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR SUCH APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS THE ENGINEER - D. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF T A IN IT THE 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. 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 NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 FASTENING SHOULD BE TYPE W�� 1yq DRYWALL SCREWS AT 12�� O.C. FOR CEILINGS AND 1/„ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / CONFORM TO: Fy 25-87. WITH G90 4.5.2. SHEET METALCOATING ACCESSORIES SHALLACCORDANCE NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. WITH 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 1od = 0.148", 12d = 0.148",16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO LFASTENERSANDTIE 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. NOTE: 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR M ICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 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= 285PSI 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 A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel' 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingg all risers and spray heads shall nbt be installed wri 1'-0" of the building side wall. 4. FB-R R318.7- To provide for inspection for termite infestation, between wallcovering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" 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 R 1 .1. - it disturbed after the initial treatment shall be retreated 3 8 2 So bed including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. mBust beRremoved beioreeexte iorrssoi treatmeniar along the foundation perimeter 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after constructon is complete, Including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. C J C,7 N 00 N c 0 � W � a ar- v A f-., N !- o CO LA- ex- a d cc G) w 3 �x as � .• .r 3 �- � m ao H E.0 c o a- v 'ago Vbr�V U a ' - OF %� • \ ? 01 •''• -= <e, ` �i<rrr�rcttttt�►t`�t�`'` o the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code . Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, 9) 14 -1 a g�6 � y ti r- y My # L U_ LL LL a uj _ C CDo tm� W Aga'°' m Z OD d ul) c� ZIL LIL Z N OU W ❑ ❑ 0 0 R %2 a J - N to z (D C1 �- LL N L .O �M LL, 9r\ U c 0 cli O M o W Q E E 05 WLL u 0 E U ao z o M N t & w g e g� z � cu N O Q ~ Ny < Z8 �LL c >� J L0 C1 rn La _ Qco ^' i T :3 O p J r CT T ^ VJ m 04 m ¢I � O 04 o� N O 04 T LO r Q r ai M C r z Z c E c a U _j Q p JOB NO: 22-08310 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN GA WALL SHEATHING DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap r 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 10d nails 16GAxl-1/2" LONG (3/4%1" 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Ye" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:—) DOUBLE JOIST CONNECTION N.T.S. METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" 1 SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING L� • Li Backer and Filler Block Dimensions BCI Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building 1/16 code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. 1 T nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" 110d1 nails at 6" n.c. Q�Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. ivv nv�w t�n�,cr r MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D \ I i I Id (see table below) DO NOT cut, notchId or drill flanges it it FILL CELLS r STD. 90' HOOK r— BOND BEAM w Cr a STD. 90° - CONT. #5 CONT. #5 HOOK BAR ( BAR #5 CONT. FROM FOUNDATION TO HIGHEST - BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO r`�1 CONT. BASE PLATE BEARING COLUMN } F`f. �' 1.�,_,... PLYWOOD FLOOR SEE PLAN FOR REQ'D 1 ��—SHEATHING PER PLAN COLUMN AND s - CONNECTION 1 r`j TJI TO BE CUT TO ALLOW ,FOR BLOCKINGfrJI MASONRY WALL OR INTERIOR BRG. WALL y TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. )Small gap 2" min. - ' max. 4" max.Web Stiffener Fastener Schedule_ . Joist Bearing Location jl li Series ; D_epth ; End Intermediate ® 9-1 /2„ 2-8d L...__ 2-8d BCI 5000s 11-7/8" 2-8d 3-8d 14" 2-8d �_ 5-8d i Clinch nails 9-1/2" 2-8d j 2-8d-� when BCI 6000s® 11-7/_8" 2-8d 3-8d possible �, BCI 6500s®-__14" 1 2-8d 5-8d .. V 16" 1 2-8d 6-8d 111-7/8"I 2-8d 3-8d - BCI 60s8 14" 2-8d __ 5-8d Tight fit 16" 2-8d 6-8d 9 --- 7 -7/ "_ 3-16d 3-16d 2x4/Plywood/OSB web stiffener - 2" min. BCI 90so 14" 5-1 Ad 5-16d required when indicated or 4" max. ! 16" 6-16d 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 on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* �When joists meet over wall, provide 13/4" minimum bearing for each. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6r A ROUND HOLE MAY J ^ 6" 6"� 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 1Y" NOTES: DO NOT CUT HOLES LARGER THAN 1y" 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. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %' ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS, IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger SIMPSC w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPSC w/(22)- NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12/ bing META12 TSS INSTALLATION Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. L ' \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. r 1/4"-2" gap- ---,Yj►1i i1 i �I I ✓I I' Backer Block ' "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required 'rf hanger flange is laterally supported by joist hanger. doesn't meet height -I I requirements '� ° `0.6 X Joist ° Ip depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM) ' SEE PLAN FOR •• d .. • • • FOUNDATION INFO ' a- STEM FOUNDATION GRADE REINF. SEE PLAN 14 j�� j d a rrr�lrtrr-�n-T j-vu unHAC 4 rvt✓ SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A °° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 17%11171f \ /r—f"1TIn A I TI 1 M I I r\ 1r% TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERPLUMBING LINE ED @ PIPE PENETRATION 4 d Q C 4 d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATIONFl— APLUMBING LINE da G a � Q e a' d — - d a a = F7 - — a T7 T d A -�_— SEE FND. PLN. SIZE & REINF. 0 N co cv fJ ;_ `s O L � U � C 11 "011%kiltUff 4, -.` 0.1 _ < r � � FL �'�•'dROFESSIC' � �/i���EltfilFt�tt4�t \\ 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 W E a N 0 $�2 LoH 0 �N0 * C —, 4 J W u_- �u o _ a 32 a� 0 W 0 W T O. m LL z '� N Z d J N Z OU 9. W ❑❑ 0 R V Z N M z z J d N N z N -J w .0 0 Ln U • M w UL E E a. d z0 Q E U �� ¢ a w� z C E E N g`; wo a U �z z ff m� zJ3 J a >Z Wa 3 3 c� 3 0< LL 58 N� CD y= t3 0 W 2:1 _ o J (0 L / LO � � r co Q Y r04 r v ! m co (,{) QI O 04 r O CV T LI i � Q ^ r E m z E � E T— ° ro c d E v J 0 Q O c c JOB NO: 22-08310 SCALE : AS NOTED SHEET NO. SIN 1 CD A 7,�r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR /8„ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) --- - - ---- - -- - L-- ____1 SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'1 (R302.1 1) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WEI MIN.) @ GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" ( z ---- - -- - - SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR PRE ENGINEERED WOOD APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & •c SLAB & BLOCK EDGES AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR EACH @ 6" MAX FROM END OF 2 x PLATE E _- - - - ,,, „„ „ IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS ROOF FLASHING AND ROOF FLASHING �° 5/8 x 10 J BOLT @ 24 0'C. W/ IF NOTED, THIS REFERS TO THE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 .- 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS CHAIRS (TYP.)A WWF OR FIBERMESH " ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE w/ R903.2, FLORIDA BUILDING CODE _ __ _ 7TH EDITION 2020 RESIDENTIAL MOISTURE BARRIER 0 10 WEDGE ANCHOR INCLUDE THE WALL ( ) e °-.__..___-.. __ A.F.F. @24"0C 2" x6W1.4xW1.4 ATTACHMENTS 2� 6x6W1.4xW1.4 SHINGLE ROOF, SHINGLES TO r ' ' ° c o _ - - �-- x WWF OR FIBERMESH WWF OR FIBERMESH .) CHMENTS BE IN ACCORDANCE w/ ASTM - — — p &II — —,- ELEV. -0'-31/2" 31/2 MIN. 31l2"MIN. D7158-CLASS G or H, or ASTMI — A.F.F.D3161-CLASS F, IN ' � ° .— I' 2x4 CONT. w ° ° 12 ACCORDANCE w/ TABLE 1 I I(� o ,. ° 1!2"(min.)- 4" 1/2"(min.)- 4" — I � I N � P e — r- oo— TYP. R905.2.6.1, FLORIDA BUILDING - WLMI —I ° ( ) VARIES -� I - „„ „" - ly CODE 7TH EDITION (2020) 8„t �GARAGE DEPTH VARIES 31/2 (min. - 4 3 (min.) -4 RESIDENTIAL - - INSU ION LE ROOF SHEATHING - SEE (2) #5 CONT. -'' T (2) #5 C )NT. 4„ FRAMING E-[RSHSHEET FORN TYPICAL INTERIOR BEARING 4 1'-4" 8' U.N.O. • SHEATHING AND FASTENERS WALL w/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MIN.SHEARWALL C TYPICAL BEARING WALL @STEPrc C ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 „ n_ _ SHEAR WALL' SCALE: 3/4 -1 0 S3 SCALE: 3/4 -1 0 S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE NS�N�oJs BOARD PER CODE (OR 5/8" LUMINUM FASCIA GYP. TYPE "X" @ GARAGE A�Eos�c W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs z ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C 7" O.C. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" 0/C FIELD. SCREWS @ SOFFIT SHEET SS SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" O/C CEILING & 8" O.C. WALLS 2x STUD @ 8"x8"X16" KNOCK -OUT LOAD BEARING OR EXTERIOR WALL 8" C.M.U. INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT / �/ coN 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING INSULATION PER BLOCK W/ 1#5 CONT. NOTE: CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION SEE SECTION C/S3 FOR 10'-0" (R302.11) PLAN #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING � 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE NAILER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 MOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) "S" BOLT INFO. 5/8"x6" BOLTS BOLT 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " TYPE MORTAR W(IF LL E LIFT 3) WALL SEE GG/S3) 8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w! (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6)1/4"x31/4" TAPCONS 6 x 6 Wi.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) ARCHITECTURAL wl (10)10d NAILS iv SPACED EVENLY 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR a o BOLTS 6" MAX FROM END OF 2" x PLATE 6 x 6 W1.4 x W1.4 :6- WWF OR FIBERMESH �, E 1x2 PT WD FURRING @ 24" O.C. FINISH TYP. ASSUMED FINISHED E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR v e Kj e All n GRADE �„ n I, . o z #3 & #4 LAP SPLICE GRADE 40 MIN. F = 40ksi y- 0- e 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL Z ° •- > c•7 n. ? = FINISH GRADE °O 25" MIN. LAP 30"MIN. LAP [ ] [GRADE 60 MIN. Fy= 60ksi] o g _ — m • D ,. — _ Q = i'TT�T 1! T CELLS (SEE FOOTING MONO SHOWN g w w �Tff Tr — � s' FOUNDATION PLAN FOR CLARITY 6 MIL VAPOR BARRIER R a a #5 REINFORCING BAR R 1 7/8" — — _ FOR LOCATIONS) _ 1x4 P.T. BASE NAILER 4"x4" INSP ECTION • #5 LAP SPLICE (2) #5 CONT. n 31/4 BASEBOARD PORT AT EACH NOTE: FOR BEARING WALL - N _' - _ r MP. CO SOIL (COMPACTED TO I P "MIN. P 36" MIN. LA 36 LA [ ] ON 3 CHAIRS TYP 8 � „ 1-4 n 8 FILLED CELL TYPICAL-! W/ UPLIFT ONLY��I ` - 95% MODIFIED PROCTOR ASTM 10" (TYP.) MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR - - j " i � i D1557) — #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER MUNICIPALITY. cn CUT BLOCK OR POUR �, " - - - ' -� ' '� "' I 4" 1'-4^ #s LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CURB '' " " � CONCRETE SLAB W/6X6 a = NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS K`F� WALL w/ UPLIFT(*G� w1.4xw1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"="0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" ��3� SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. 00 6x6W1.4xW1.4 o0 31/2" WWF OR FIBERMESH 6 MIL VAPOR > z �- min. 4" BARRIER _ p .f C � 1 N a a 4GRADE COMP. SOIL. ° - O0 —IU=7— ( COMPACTED TO 95% - — — — — a _ _ _ _ T r m r (1) #5 REBAR w/OPT. MODIFIED PROCTOR ENCLOSURE ASTM D1557) 3" MIN. CLR. - (2) #5 REBAR CONT. 1.1'-4" (1 STORY) STD 90 HOOK (SEE 4"' ON 3 CHAIRS TYP. 4„ 1'-8" (2 STORY) DETAIL)MIN. U.N.O. TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT ^ CONCRETE SLAB 14' 13' S PAVERS O.H.D. RECESS z O.H.D. RECESS E � M � N ' � t L 4- •y SEE A/S3 OR J/S6 T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY wl DEPRESSED SLAB OPT.) 1' " (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. r 44 LU7 -U I: —I SEE A/S3 OR J/S6 I --- FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB J CONT. BEAD SEALM — ¢ INTERIOR e ' . -31-- /2 a T CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m e Lai C n -1TI- - 6 MIL VAPOR - — BARRIER SEE PLAN 1 1/2" RECESS FOR I 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ° SEE PLAN FOR &LAYOUT DESIGN • •. —Tj"j = —7�7 TOP OF BEAM HTS20 SEE ROOF PLAN FOR STRUCTURAL41 oo c j7 — —° v ° ° a ° 11Jxrr�� r1_Lli M ' (2) BEAM SIZE & CONNECTION INFO M d' 1 T a • — 1 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 ' - 8" z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM W SCALE:3l4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -� EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C• TO FOUNDATION PAD INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `= ' „ ON FLOOR PLAN w SIZE VARIES PER PLAN cn CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS oo GRADE FILLED SOLID (SEE PLAN FORUj = ` 6 x 6 W1.4 x W1.4 25 Uj SIZE AND REINFORCEMENT) 0 = • WWF OR FIBERMESH ,, a w p - ;' U " BRICK PAVERS or SLAB PER p o W_ • • • • z a COMMUNITY SPECS U_ _ M ay-rT_ — 0'-0" FIN. FLR. /� FOOTING U r - BEYOND T R EMENT PAD REINFO C 3 MIN. CLEARANCE " • • ti - . . �; . ,•. • .•{ ••'•.; SEE F UNDATION (SEE SCHEDULE) FOOTING WIDTH 4" 4" 4 CONC. PAD INFO. SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CDl2 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=V-0" S3 SCALE: �'"-''-0 SCALE: N.T.S. S3 a4 N d o W V -coax � 4v � d C d d m a y as a� 3 ea ai id ar � 61 c o �o y E o d Fort, by • f� �j (, �A •-• \ C��� 4 � ��fl��I/tIlYl6 it•.��• ` To the best of the Engineers knowledge, Information and belief, the structural plans and spedflcatlon$ oontained wfthin these drawings comply with the 2020 Florida Building Code - Residential 7th Edltlon. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 E Q o c $ 0 °' N O yp LL li aj s J Q C LL W LL LL o m (O W IL N C)Zd0 = O U W e❑ 0 v 10 z J V) z 43 1 -8 0 (1) —_ LLL U O—� w �N U c a 0 4f o E so oLL a aR =® 0 Fes— — z o� oa 00 o� z E N �s �o � (o m: z1zCo J Zz N gro o U W� U' LLNt LL 1 alp eY z la 0 1 �� J to LO 0 _ Q co j 0 0 Y � � m m LLO r Q 040 NI T � ^ r ai z c E T dj c a o U Q p JOB NO: 22-08310 SCALE : AS NOTED SHEET NO. S3 (MONO) m Ln 0 J O 0 m 0 C9 I B :Q O ai 4 N E i IL 0CL 0 c� 0 0 a N tR (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND 0FLUSH 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 ) DOUBLE 2x TOP PLATE .� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY 1 1/2" MAXIMUM 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 WALL IS INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" ` 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (Npj SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ,' STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD IL SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE \\ BLOCKING (TYP.) L-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN 4_p� EXTERIOR J WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1 ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) 0 5 FOR CONCRETE PLACEMENT ■lii!�Il�il�l�l�i�!��■I■■ •. Ili! � 1 ii�l—' ■■ill ICI■ ■L�III rill■ ■ilii II!■L �IIII IIII� NOTES: lO 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. 2U VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. @ SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. (D OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4. FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL Uj FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR------, GARAGE DOOR ROLLER i CONNECTION ASSEMBLY GARAGE FLOOR r TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. n POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. Tiyb SFF 01V N 2x CRIPPLES @ --� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 wl (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -� VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET vvvn r nnvn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'-9- (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE " HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER \-(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 3E SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" nO.C.:: /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION N SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 CRICKET AS LBLOCKINGW/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C — BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) v O/C FIELD g 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d 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" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL----- W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED • �/4. ATTACH ALL J EXTERIOR STUDS W/ (4 16d TOENAILS TO 7bP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION J/SS PLATE AND K/SS FOR - ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC LNTELS SP4 SP4 SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON j SIMPSON SP4 / SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S.\11S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) > (5645# SPF) (6970# SPF) IS (9335# SPF) IN. 8" PDXIED A.T.R. I & NUT 'OXIED A.T.R. I & NUT DXIED A.T.R. 2 & NUT ROOF TRUSS ABOVE /— 2X BLOCKING I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. MASONRY WALL AL/� 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD $4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY �R REV. 06.24.22 SCALE: N.T.S. 14 N 00 N H- C3 -a d� > W w o �� o R7 C_.),N .om3 N ". LL t .N . NH2 _ O N -ccd N `J—C 3 -V a; ti, m u ra C" E C" a Q U ``t111Nliiftdd �h 4--o-"o v b ! ••> �e"P, t40 rs C9 s� %i���O�ESSIQN���•, �\ 9r/d/1 ddf 16I1'�1''ttt, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o N � � oo i0 ray a LL LL 5 LW w �p .2 5� W ��m 0 m Z w z N MZ d � IL = OU W 00 0 z 2� z 8S zk a N 1 0 � c/�, LL • U o 7'C• O-� w g N c w _■ a S • O Cn o W E o aLL Z• 4 FT 'd h W o z S °a o oz L O mo U 2w y z y_i —� V) a" Q zZ LL 0 �w is °r �3 �� J LO Ln M Q j 0 Q T 0 CN m co L0 T +-, ;•+ N o r C'j CA � Q r ai E Z E T E ai `m a U ¢ 0 _j JOB NO: 22-08310 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM10KTA W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1 /4 x2 3/4 TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL wl SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS-\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS � 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING T 6" P PLATE 45"t / 45" t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , ' EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO SILL 1 1/2 CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"1 PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1003" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1 Od NAILS @ 6" O.C. THROUGH CHORD 2"1 LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 2" T SLOPE OF ADJACENT SCISSOR TRUSS) DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od / 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR \� 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2)16d TOENAILS \ IN O x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. 1!2 x 8 J BOLT @ 48 O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ 4 1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING FASTEN WITH ( ) MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM @ PLATE SPLICES w/ 3/16"x2" m PLATE WASHER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA, STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" SECTION 1 O.C. MAX) w/ MIN. WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 TITEN ON OUTSIDEit O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS & (4) 1/4"11/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR M X-BRACING, AND TOP " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2) 16d NAILS - WOOD TRUSSES �° to � 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING11 " 1 1 2 1 1 2 RIDGE FASTENED AT 16 Zvi AT 24" O.C. ON TOP OF EACH JOINT w/ (3) 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 FI 48" FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24° (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (4)O/C 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 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION, SCALE: N.T.S. SCJ/ IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT �...., ., ...., ....... - 2"x4"MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. SrJ SH SCHEDULE ATTACHMENT 2 SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri0 SCALE: N.T.S. S rJ 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T' BLOCKING @ 48" O.C. 16d NAIL 111 BRACE ATTACHED �j W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"11" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S'CJ SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD /JACK TRUSS / SEE PLAN FOR 2x4 "T" ON TOP OF PANEL-/ LL_T L BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 1063" @ 4" O/C (2)12d TOENAILS SECTION g I SCALE: N.T.S. SrJ 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) w BRACING w/ (3)1 Od x 3" AT •\- EACH CONN. @ 24" 0/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n f- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. L as q i41111 I II 2 NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. I "L" BRACING REQUIREMENTS 2X4 BRACING @48" O.C. CONTINUOUS TO OVERLAP TRUSS BRACING FIXED LOCATION ATTACHED W/ (2)10d AT PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP STUD NO (1) 2"x4" (U,N.O.) 2'1(U.N.O.) EA. TRUSS (NOTE: BRACING MAY BE WOOD TRUSSES SPACING "L" BRACE "L" BRACE "L" BRACE PLACED ON EITHER TOP OR BOTTOM OF 24" 010" - T-O" T-O" - 6'1 6'-0" & GREATER THE BOTTOM CORD) SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING `MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/1 1/2"SDS ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 51MF'SUN SF'ZWI (12) 10d NAILS AT EACH STUD END JACK « 1 V-0" MAX. o °C C7 !1 ✓9�� CORNER JACK Y UQ w Z Cr 0 0 HIP FRAMING REFERENCE PLAN COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION v 00 N U o O �= � W of Zgo c mx LL. a N fC C' .o � r inGI C Rl N Y 21. E r c d��� rz u'3 ti 1E� '-> > N c o � u ^�,`ttttlt01r6trp eef`,,r , ••f•C,..Ec. v <C 4 ' C-< �O L'-��` jrE,SS(�4% I NI 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 - Resldentlal 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 g o g9 Lo 0 N 6 OI t�+j .42 C ri Q 0MQ� M C LL , uI � U. I a Z_ =213 a a � 0: W O p In r1_ 0) m IL T.on� J N OU Z W ❑❑ z z � � o � — V I V1 N Z (� w 0 w NLn c bi w 2 s =N t§ a .8 �0 N O 1 II� H w 2 vn 8 E 30 Q O l-1 �i oa W ¢¢ z o C �o r az ad d2 CN o o c .8 Zu >Z z J � E "W W v E o `? �w M o� 121)( 0 J LO L rn40 Q J 0 0 C r tYl 0° QI 0 o 04 04 r (V T L0 r � r c T N 0 Z E v— 0 c a _j Q 0 -W+ JOB NO: 22-08310 SCALE : AS NOTED SHEET NO. S5 m >u 0 00 0 3 9 0 0 1/4" MAX w SOLID BLKG. AT TOP BTWN. ry ARCH BLKG. & BUCK 1A /2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 1x4 P.T. 3/16"� X 3" LONG �� FURRING FURRING 3-1/4" LONG X 3/16"0 FURRING (2) ROWS 3/16 x 3-1/2 TAPCONS TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1.1I2�� DETAIL 1x8 w/ (2) ROWS 8d NALS �� 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON 16" 1x4 P.T. @ TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4illYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH " TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRNNI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3° 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.c. 3-1/4" DETAIL BUILDOUT @OVER SIZE DOOR -WINDOW ROUGH OPENINGS -_C-C_ - SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR4 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS T-0" ► SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED -2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B !4" MAX EMBEDMENT INTO .) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. &BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON Ti 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP.) STD. 90' HOOK (1 mi�L ±5" NOTCH WEB AT FIRST 2 COURSI "CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"X2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE NAILS 2X6 T 2X6 TO 2X4 / NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED, ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. LAP SPLICE W/ ' * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. N. 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 H2.5A w/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4'/,' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6-0" . �► a _— — — e GRADE o p en — - fM p Z e' (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 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 tR ` THE :S ' FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW I #5 REBAR (TYP,) ' STD. 90° HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE ALUM FASCIA PER PLAN I ( 1-3/4" TRIM PAINTED F CHANNEL, SS NAIL w/ 5116" HEAD FASTENED PER DIA. @ 24" O.C. 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. w/ 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 i SF01 STRUCTURAL SOFFIT SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* zX + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED, PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO T-6" * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. CENGTy (2)1 Od NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + + + SUPPORT SOFFIT SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)1Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET' EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE:1, - r -QPI= curl=T M Amn @ FIRST COURSE 7x BOT. PLATE W/ (2)10d @ 6" O.C. T 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4xl 1/2" SDS SCREWS IN 0 AN JOIST & (4)1/4 x2 3/4 TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT r FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR 11.11, FURTHER INSTRUCTIONS. OVERHAN , RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. -011 15'-0" k► ) 0. of e . • ' ' ! #5 BAR 11 V ° .• CENTERED W/ g . +► ► IN TOP 4 • KNOCKOUT/ N CHAIR BLOCK b' MONO FOOTING .� .•�. SIZE AND REINF. PER PLAN °. AND SECTION DETAILS CLEAN FILL :► e. ° DIRT Z ••• ' STANDARD q #5 BAR IN ° 90r HOOK EN FILLED CELL . -�, , STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT 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 3/4"x5" MIN. HOLE SET BAR IN EPDXY L—� EXISTING FOOTING RETROFIT FILLED CELL DETAIL SCALE: N.T.S. (2) #5x6 IN CONC. FILLED CELL �4' SAW CUT SECTION SCALE: N.T.S. N N a N GO: F" O d 9 W L � O M V N � m x N tQ 0 i •y •� N L y rr O N •4 c'�+ Y d WE d:©� L ate•-• a y Q c E o a CO ONN let,_ .�- U OZN ��'•., F l.0 .•'� !11/1z'�Or.ESSj0xA �. To the best of the ngineer'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. AN 4 of q 8 v C N � a 1;G� di �M 0� C J LL 0 W J LL LL o se Z oC � a g W_ � O °' m LLN IL OD N Z Q ~ ~ Z OU W ❑❑ CD z_ z z QJ CD CO� .O N Q 8 In Ln c W M'AiiiiiiIiiiiIii F- - E 8 I� _ � ai N G1 CD0. w E oLL =_e Q W � o E OX� go �U a z cm. wo �o r ig� Z c c I a ZLL 7 • �W N = a� W CL �j w� N W 0o �� J LO a a- Imo' s- r C 0 0 ca m LL 0I Q 04 I CD T CD CD LO ci E 41 Z m E T E L :? m c a U 0 Q p � JOB NO : 22-08310 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY CONYBE . NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER „y/MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. , 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS ••i via �.r-w� i wvv •. w TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - DIRECTION TYP. A CHORD AT ALL HAND FRAMED AREAS TYP. -----/-WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT, -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) C. (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 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 -k .k 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE:NTS >IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE tOOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR (2) 2x8 #2 SYP wi O.S.B. FLITCH Pi TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 wl (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d 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) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS SEE PLAN FOR CANT. COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" .I' X COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=1'-0" `..� BM. SPLICE OVER �� CENTER OF POST MIDDLE 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 EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD -TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 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. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH (IF PARALLEL SEE 2/D2 FOR FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS VARIES W/ ROOF SHEATHING SEE 1/S5 FOR STUDS @ 16" O.C. ATTACHED PER ADDITIONAL SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d NAILS ATBASE& SIMPSON 12 10d NAILS AT TOP NAILING SCHEDULE OUTLOOKER 8�SP2 w/ d NAILS AT VALLEY TRUSS h j 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING 4 O.C. INFO. INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDSTO TRUSS W/ (2) 12d TOENAILS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE - EACH END (BETWEEN TRUSSES STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL STUD) SCHEDULE SHEATHING ATTACHED VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d 2X4 BASE PLATE W/ NAILS 16" O.C. ALONG W/ VARIES W/ - 1/2" PLYWOOD L. @ ROOF SLOPE FOR WALL LOCATION y SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO f `:. 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON r' ,. '" :' BELOW @ y 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING 16" O.C. W/ EXTERIOR TO FLOOR GIRDER TYP TOP &BOTTOM If SEE PLAN 16d COMMONS SHEATHING ATTACHED BELOW @ 16" O.C. NAILS EACH � _ STUD TYP. T&B PER NAILING SCHEDULE & Is, MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO HETA16 w/ (9) 10d x 1 1/2" NAILS @ TRUSS OR SEE PLAN OR PLATE BELOW OR MASONRY EAM WALL 4-0n O.C. TO GABLE TRUSS - 1 FLOORING L ROOF SYSTEM TOP OF L BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER ' W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE .� 16" O.C. MAX. 4' SEE ROOF PLAN EXTENSS N SEE S OR SS SIMPSON AILS AT EACH / (1D) S H EAR T RAN S F E R INFO. SECTION @ FLOOR FOR CONNECTION CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY 8 CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS DETAILS &SECTIONS :v y 00 N ; W c C N U N � xt . '4 Y 6i a. m ' cp-° d y . .o N QF = E a a w \\�111111111i ►/I N -r 1 •�, 6 cr ' � 12 _ 0: �o 0 "3L IF 40 i111 OFESSIO�P\� To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. e $ A 01 a �Mv�zS C M of .4 2 LL W S 11 0 J'a a mLLLL = ME yra�k 5 0 W ��C"- 0 It rn04 umW11 Z MZ d k N ZN OU 0 W ❑ ❑ 0 z z ; z a10 %� V l/) z Cz. 1 C .0 in 0 w N d w U Q • s � M w 14O E o k6 zo 9_ o8 wa o z o E °ga L ¢¢o 6p m� N C - 8 8 g z v J <w fZ I $a A �zo U Z W 3 g� k � <� W .1Z t OU s CD = .J LO Ln Q Imo- r Ir- Cr m m LL0 CN T N r 0) Ln/T� V/ r i_ 0 E 41 r z° C a r B U C ¢ p JOB NO: 22-08310 SCALE : AS NOTED SHEET NO. D 1 v+ v m LO E 0 q 0 co 0 I 3 m rn LO 0 J 0 I S a fl i E 9 13 c i t.� 0 e 9 LZ 0 6 Cl- cR THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER SEALANT AT 1)WI 4) SEALANT JOINT DOW UCK TO OUTSIDE EDGE OF '' ' MASONRY WINDOW BUCK t JOINT 5) SEALANT FROM a •, INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE B) TOOLED SEALANT =� REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "'SEALANT SOCKET WITH TOOLED APPROVED SEALANT ^' ^ "4 WEATHER ✓E BARRIER & tARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL ° COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING NAILING FLANGE W WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING DOUBLE JOIST WOOD BEA71 BELOW SELF -ADHERED FLASHING O 2 SCS 0602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN a V-4" PER PLAN V-0" PER PLAN a SHOWER SEAT a WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHI SEAL TOPS OF JOTS. UNDER DECKING (SEE DETAIL WP07) SELF-ADHER a SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER T a a M Cr d Lu a =, � (� W Lll U = W rr LU w O �- DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-V BEAD OF CONSTR. (0.6 cm: 30.5 Cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6", USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No, 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied 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 71 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 20 D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance ITIequal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` _'a (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTENDAMIOSE NIMUM 6" RELEASE ADHESIVE ASSHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. EVASELF-ADHERED FLASHING 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/VVDMA 400. M 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. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. w t R t t 6 7.7.At built-in nutters. :LF-ADHERED FLASHING ETCH IHERED FLASHING 1 2 4 5 I a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE �.,- PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ;� ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY A SOFFIT/CANTILEVER a er esls an arner Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) <> - DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) -- - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH, - PLASTER ACCESSORY - SHEATHING,'OSB', PLYWOOD, DENSGLASS \STER STOP A NTINUOUS BACKER ROD ,EALANT MENTITIOUS FINISH CTURAL FRAMING CTURAL SHEATHING OF SAF IAGE PLANE WRB BREAK WRB TH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N ao !V U c C m o n w E o •y N � O e, °' E «• c c' .39 3 '- � .S m 1► :W � 'Qs Ea d J 0 N ti O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W a S ,g 91 0 = R ^ a? M M v Q " % it LL LL 11 d a Z •a N ro W A�v'°' O W Z ID u7 Z ILW Coi d Z[V O U U W ❑ ❑ z_ N z $_ z � � a z .8 C1 ty 0 -4✓ LL rI3 � g w � .0 O W o Ln C m LU U Q Y ilia N C 1111111 w Cl) � E o E V ooR 0 H iz 0 Z o N �� � & w � w$ �o �� mo Z Cn Q) E <b >� ? W OOz Q U �E J 5 cQ 3 J �( Ltd LO 0 _ < N r- G coFes- =3 0 0 Se �' T is mCN 4_J LO r ¢I a--J V f0 ai p O T N 0 LOT � ^ T E F :3 T LD ° Z Z s- LD M a 0 _J ¢ o JOB NO : 22-08310 SCALE : AS NOTED SHEET NO. W P I i I f lu�lrea Rmilialamn'Will ME! Mounting Brackets (10 Ca& 4lliax 4.1 F.2" a 2-t'Iw dick Cr0S15Upport (Maybe cuter W) See Anchor ScheduleI I; y itlght 6mdW (16Glauge) 112r01a. A325 1TyN,) #14 Self-orIlino '� Screws ® A/C unit Bottom Edge hurricane Strap (Typka63 in front) INaahers Front Cross Support SeRlocking Nuts (fax be cut to W) Left Bracket (16 Gauge) g 14 5e10-Driling Screws Thru Brackoa k Back Cross Support Into A/C Una Bottom Side (Typical..3 each side for hurtkene use) INSTALIATION 1 7ipol:a!'r. ua:laNaurnl larelaaaae ear P4a.atllexl ruler rrs.h tiYmuYrAu time Its arm araMalle Y]YY sleylaN fdh hoe Version Mm ummt A/gonation 2020 &mart Vent Ptadude, Inc. cr49ar. amroMsl Components "CM4g0ry: Products Introduced BooPrawn of Now Technology Campion. Method Evaluation R.port Iron. FloRa Registered Archdal Ora Umsed Fluids Professional Engineer an& Padur Yas&. Yraaberwrrma 1 Model*1540.510 2 smanvant BmeitVent Model 01540.611 3 S"Went Model ri54Pr20 4 8-nortVarlt Mail a1540521 5 Bmadvent Modal 61 MO0.524 & Smrtved Made 04540,570 1 BmarrVad Mahsl e15406574 Florida Department of Business & Professiorrol Regulation Building Codes and Standards Product Approval Application Detall onev a Comm Indmwa worse Neches Graham Helrrea F, Nrwop.E. (877) 44"368 FE-73778 Infocaes"ritcom Product Onrkd,, Duel Function Flood and Vemlaeon Vent Dud Fund. Float and Whose. V4m Insulated Flood Void euJaled Flood Vent 16tqud: Geraga Door Flood Vent Wood Wait In wiatad Flood Vent 14.baphrd: cosole Door Flom Vent lrrdr.e sir La.. ewdan P.e, raw 3001800 Pop Ioil 12I16=1 Dill pet cat Patients Prts YJadMed taammd FAC Awroval egasng RMK 12Ma/1020 1211040M lw&2020 Appr-d smdbAMNMH 12012023 Amrrsdfr Use lol= Yet Aooroyed for Us@ m11atr1l.CbY Ye. IMDM antuaal NIA 2290 Dnuou. .100A100 1201/1023 Y. Yea NIA .100Ft0o 12J312023 You Yss N/A .100F100 120112023 ten Yn NM 1100L 1 DO 12012M yes 1.NIA WA 12012M You Yen NIA •10DF100 I.'. m Y. Yea NM WA Florida Department of Business & Professional Reguktlon Building Codes and Standards Product Approval Application Detail 92& It NW or mm IfXME Mazdar"= ran= FopWM,ALraoaa RI Mom 2020 Drexel MaYls. Ine. Jason ahbnate Zachary R. Annual category; Flooding I8g21303-1511 PE74021 auDCregry: Maw ROa1ng hhurrateQ6enM.oan Compliance Method: EwBladon Raped from a Florida RIVU ..is Manned or a Llose red Florida Prorsssionl Mglnwr Loa Product. e 1 asset Maal .'ang system, DMO I WN8, DMC ism, DMC 1758, Our 2008. DMC sv Validated e. Ladce Bowden P. E. (334)300.1800 Page 1 r 1 Inured Qale Qxte Qairffikg ➢mi YOUMM )Hfmlaaa FOC.a®mal A-Med atif&c 08MOM20 OeA9/2020 062012020 10/132020 APProsd OudkvAmcoms Dowd for Use Approved for Use impact 92ft Casram!rerralan 0 InMVM Cut" MQ ASO90 h:NYI[e 17012023 Ties No NIA .0h180 Florida Department of Business & Professional Rsgulallon Building Codes and Standards Product Approval Application Detail P.W 2 d 4 V25M22 Let Yarsion manurecturter Srf.RW j n & License Velweted By yalltl�etW FaC�0.C� Approved Status Revision 2020 Thrms-Tru Corporation Stave Jasperson Lyndon F. Schmidt RE Ryon J KInQ¢, P,E 041150W 12A1/2020 04122M21 06106=1 Approved Category: Exterior Doom (am 84Y7&28 PE-434m (813) 787-0668 avbCstagory; eAinging Exterior Door Assemblies y.sp.rsorh®tfhermehu.co Complsnea Method: Evaluation Reporthom is An Florida Registered Arohhect or a Liaansed Fionde Professional Engineer QuialtrwAssuranons AconiviodfisrUsli ADDrovad for Uw jmpact gula bgg� WvduciMetlel.NumberrName � IS jjVKZ Christian NVHZ j EfataY� 1 a. Th.!!a nu Fiber-Clesec and Snodh•Mar Nominal 6&M ,8 &quotlrrhpact&quot Cpaque 12/312022 No Yw You N/A Composde Edge Flberglwa Single Door (InsWrhp101Aawing; X erdgun stien) 2 o. Therms-Tru Fiber.CYs610 and Smoull Nomlml BLM.86quottmpact&quuat Opaque 1213101W No You You WA Composts Edge Fiberglass Single Door with Sidebe(s) (IneW ng10ut6wng; X0. OX a OXO configurational 3 c. Therma-Tru Fiber -Classic and Smooth -Sear Nrlmina18B 88quotlrtpact8quot Opaque 12/310022 No You You WA Composts Edoa Fibarglssa Double Odor wit or without Siddtea (lasmino/OutoMno; XXa OMO conBguretlons) 4 d. Thrma-Tru FIWr-CMWc and Smooth -Sur N.2a186.M'J9;0 8quotlmpact&quot Opaque 12/3112022 No Yes You NIA Comparte Edge Fiberglass Single Door (haimn 'Oulawng: X oal6gumbon) 5 e. Themla�Tru Fiber-CYYuc and Smooth -Sur Nominal 860391.0 &quotimpact&quot Opaque 12131/2(KZ2 No You yes WA Composite Edge Flberylus Stole Dow vAh &dell e(a) Pnswrg/Oubsimng; XO, OX rrr 0XO owmaumlons) a f. Therms-Tru Flbw-OnWo and Smooti*Star Nominal B8a8Q0 &quotlmpsct%glaot Opaque 121311= No You Yes WA Composite Edge Reargued Double Door Wan or vANout Sdaiftes (IneMngtOutewing: XX or OXXO coMlgun Ions) 7 g. Thar a-Tru Fiber-CmBMc and Smooth -Sur Nominal a&M3B8 &quoI%I peot&quot Glazed 1201r= No Yw You WA Composite Edge Fiberglass Single Door (I-ISIOulawkg; X cosfgurabon) 8 h, Therm@-Tru Flber.Clssele and Srnodll fir Nominal SEAWe &quotihmpsM&quot Glazed 12J311A22 Me You Yes, NIA Composite Edge Fiberglas Single Door with SidNibe(s) PnsWrg10utswirg; XO, OXa OXO confgufabons) 9 1. Therma-Tru Fiber-Ciat aic and Smooth -Sir Nominal S%M,,8 &quotin pactirquot Glued 1213112022 NO You Yes WA Compoee►Edge Fiberglass Double Door Wth or without Sidelhss PrrexirglOumWna; XX a OXXO aonnguarstma) 10 J. Therma-Tru Fiber-Clossle and Smooth -Star Nominal 8&M39;0 &quotlmpaaf&quot Glued 12J312022 No You You WA Composite Edge Fiberglas Single Door gnsWngroltavrtg; %oontiguradon) 11 k Therrne-Tru Fiber-Clssaic and SmoothSur Nvminsl BSM3g;0 8quot;impaollghe5t Claim 12131J2t122 NO You You WA Composite Edge Flb"IDU Single Door with sidelite(a) Qnawino/Outin ing; XO, OX. OXO comquralions) 12 I. Therms -Thu Fiber-04"le and Smwt h-Star Nemrnal 8&#MO &quotlmpo"Squot Gained 12r31r2= No You You WA Command, Edge Fiberglas Double Door W th or Wdlout Sideiirn Prswinp/Outawin9; x%a OXXO configurations) 13 m Themma-Tru Filar-Ckaeb and Srroothator Nominal a8M30,8 &quotlnpeetagrat Glazed Molded 12131t= No Yen You WA Open Composite Edge Fiberglas Single Door (Insw(rio Outswigi X configuration) 14 n, Therma-Tru FIOer-CYssic and Smodh-Star Nominal 88M39;8 SAUOUrnpacl6quot Gi2ZOd Witted 12131/20:t2 No Yes, You WA Oppeenn GompoaMe Edge Fiberglass Single Door Wth Glazed Moded Open eldellbs(s) (InsinAn 0utswing; XO, oxr OXD-filturabona) 15 0. Thermw7ru Floar-Classio and Smooth -tabor Nominal MOW,& &gU0t;I p0Ct&quot GlaZed Molded 1201r= No You Ya WA open Compound Edge Fibargtew Double Doorwith or without Glued Melded Open Side ites (Ira i g/OuYvmgl XXa OXXO configurations) 16 Is. Th. -T. Filer -Classic end Srroolh-Sur Nomnal S&/KiD,a &quotImpa t9quot Opoque ImIrAm No Yas Yw WA Composts Edge Fberya" Single Door with Molded Open SXletits(s) (InswingtOuuwing: XO, OX or OXO configurations) 17 q. Therrnn-Tru Flbsr-C4ale and Smooth-Sar Nomina156M iai1quotlmpactaquot Opaque 12C312022 No Your You NIA Campouu Ei( Is Fiberglas Double Door Wth or WthoutC Molded Oren Sideiba (InaWlgiDutani ft XX or OXXO cwitguratlrs) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Appllcadon DetUil Pape I at eI litMttgL pas Ala alwimdm am Sege vlmgn mmubmror SAmffi OdllM A Lewis! VYYaed av YtatlMd ow m u F&C Aeorowl Aponnitd am& R"olon 2029 POTlndua/hss Jon. l4o-W Marra -Dade BCCO -CER Mhrra-Dad. BCCO-VAL 11ASM20 Ivav020 1V24M20 Approved Cotagay: Exterior Doan (941) 485.0100 (784) 315-25% 6ubCalagary: Silting Exterior Door Assembles Irosar.Mgpgurouou'.c Comprierea Method: CanRosson Mara or LNang an - dit�.�MWaa.i QuAllwAssurionas Ationreed for UNAooravM err Use kaba Ram Y� �You Jfl� 9�a 60OA670(Lage Merle lmpnd) WY ladno Ga. 0- 0 Yes Yes W� May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 91372, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Expa Date 1. EXTERIOR DOORS ITherm IFIber-Classic A. SWINGING aTru and Smooth -Star NON -IMPACT) FL20461.1 +67.0/-67.0 f 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-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 -Dalton Series 8000/8100/8200 #1123 (16 FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOWERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8t2023 PGT Series 5500 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 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/3012025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NiA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/3112023 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 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/29/2023 PI lass USA, Inc. for Tile Roof) POLYSTiCK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF V E NTiLA TORS Thompson Arch Metal Comp. Off Ridge Vents F L16918.1 - F L16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.51-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 B oral Tile Saxon 900 F L7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NiA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NtA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NiA 5/2&2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business Profesaior l Regulation peg41 or Building Codes and Standards 1J23f1022 Product Approval Application Detail nu Ysdan mamGSStum! Contact autmkM F5C Approval Atterae:d AWU Re ision 2D20 Therma-Tru Corporation Saws, Jasperaon Lyndon F. Schmidt RE Ryan J. King, P.E. 07/2372020 07M212M 07rn=D 1011312020 Approved Category. Exterior Doors (BOO) 843.7028 PE-43409 (813) 757.66W SUbDategory: Swinging Exterior Dow Assembles sjurio son®dheiT ehu.co COYPIMACO Method: Evaluation Report from a m Florida Registered Archtact or a Licensed Florida Prots"nal Engineer Seem Product! Model, Namurer Nama iYlillal8lagaCrra product Description 9ag� ,1v,211ryHZ tj� Aaorolere Outside NYliZ Hyla j� Raaisbn! jtatias Protsura I a, Therrien-Tru Fiber -Classic and 6Ynooll Star Nominal 6&a118:8 6,quotlmpact&quot Opaque 12/31/2022 You Yes You WA Composite Edge Fiberglass Single Door (1-wng/0.1aAm g; X confgufeton) 2 b. Therms -TN Fiber-Classio and Smooth -Star NomimiI II&R39;8 SgrroUmp =;uIot Opaque 1213101W You Yes Yes WA Composite Edge Fiberglass Singh Door with Sidelte(s) (lruwinWOutowing: XO, OX or OXO Comtpuratlons) 8 c. Thyme-Tru Fl sir -Classic and Smootl+Star Nomirlal Uill B &quotlmpad&quot Opaque 12/31F2022 You Yea Yee WA Composite Edge Fiberglass Double Door with or wRhout SkWftm (InsMngK)utaMng; XX or OXXO oordigurstions) 4 d. Therms-Tru Frbw-Classic and Smoabl-Star Nominal 85M3g;D aquotfmpsd&quot Opaque 12131r= You Yes Your WA Composite Edge Fiberglass Single Door (Inaw WOutieving; X.00riZuratan) 5 e. Th-Jru Fibar-Classe end 13-th-Sle, N.-mil 8111,419919qu0tlmpad&quot; Opaque I W I T2022 You Yee You WA Compovr@ Edga FlbergisoaSin le Door with SidMta(e) nrswingroutweno, , OX or OXO configurations) 6 It. Tberma-Tru Foor-Classic and Sngoth.Star Nominal D8M39;0dquatlmpact&quo..; Opaque 12/3lr21M You Yes Yes WA Compouts Edga Fiberglass Doubts Door Wm or without Sidel(Ma (ireaM orOubimina; )0x or OXXO configuMions) 7 g, Trwme-TN Fiber-Clssak and SrroathSt or NomIn0168a3W,,8 equotlmpsct&quo( Gluad 12131/2022 You you Yes WA Composite Edge Floerglan Sings Door Ons inigl0ulanlnhp; X configundion) 8 h. Therma-Tru Fiber -Classic and Si K od -8W Nominal h)&I *0 8quotlmDaOt&quot Glazed 12J3112022 You Yes you WA Composite Edga Fbsrglaw Single Door with Stdelas(s) Qnew4ng/OutsWng; )Q, OX or OXO configuraorte) 0 i, Therms-Tru Fiber -Clam and Smooth -Star Nominal8&N39:S SgM;Irnoact&quM Glued 1 N3l r= Yss You Yes WA Composite Edge Fiberglass Double Door wilt of wlmout Sxlelhw (InamnlitOutsaing; AX or OXXO configurations) 10 1. Thorns-Tru Fibar-Classic and Smooth -Star Nominal 8&AM D &quotimpooMquot; Glazed 12/310022 You You You WA Comports Edga Fiberglass Single Door (InnNing/Outon, ng; X configuration) 11 k Thrma-Tru FILWZlaasic and Smool"tor Nominal 8&M56,0 Bquotlmpact&quot Gluad 17J312022 You Yw You WA Composite Edge Fiberglass Single Door with 9idelt*(b) OrnWngrouteWno: X0, OX or O%0 configurations) 12 I, Thermo-Tru Fiber -Classic and Sm ooth-Mor Nornimil #$s o &quotlmpad&quo.. Glued 12131aw Yoe You You WA Composite Edge Fiberglass Double Door with or Wrhgut Selrhw (IlswlnofOutaW ng: XX or OXXO configurations) 13 m. Thorma.Tru Flow-Cbratc and Smooth -Mar Nominal 6&=:0 &quotlmpact&quot Opaque 17J312022 Ya Ya Yes WA Composite Edge Fiberglass Sings Door Wm 8quot;Non-Inpad&quot Sldalke{6) (Inevli sfOutorning; XO, OX or OXO con8ouraWns) 14 n. Therme-Tru Riner.Clossle and Smo06FStar Nominels"3?8&quctimpeot&quot Opaque 12131r-VZ You Yw You WA Composte Edge Fiberglass Double Don wfh :.too 8quotm-Impacaquot (IniamnsiOuswing; OXXO confouvalbn) 15 o. Therms-Tru Fiber -Classic and SlrrooU*8tar Nominal WWI) Bquotimpactaquot; Opaque 120 /2022 Yes Yes You WA Composite Edge Fiberglass Single Door with &quot;Non-Impaq&qqugt Sidellte(s) pnaMngJOutawtinp; %q, OX sir OXO trorlbgurrltion11) 16 p. Thermic i Rber-Classic and Smooth -Star NOminal 8&M39;0 &qugtlmpad&quot Opaque 12J312022 you Yes Yw WA Comports Edge Fiberglass Double Door vAth 8quot;NorrlmMcroquet, Sdwltea(InamrgloulaWng; OXXO corr8gunlion) 17 q. Tl,--Tru Fiber-Claaale and Smooth -Star Nomina168a99;88quakNon-Impad&gvot Opaque 12J31J2rJ27 Yes Yee No WA Compound Edge Fiberglass Single Door Pns Wno(Outewing; X ooMlguration) I r. Therms-Tru Fiber-Claeb and Smooth -Star Nominal 00130.86quotNon-Impect4quet Opaque 121310022 Yes Yw No WA Compoate.Edge Fiberglass single Door with Sdwte(s) Plswing10utvMmg; XO, OX a OXO coaliguratlons) 19 a, Thermo-Tru Fiber-Classio and Snhooth-Star Nominal WX88quotNon-ImparBqud; Opaque 12/3112022 You you No WA Comports Edge Fiberglass Doubts Doer Win or without SY1YItK (Iraw rW000twbrg; XX or OXXO comlgurasons) 20 t Therms-Tru Fiber -Chests and Smocith-Slat Nominal 8U39,0 &quothlon-ImpaaBquot Opaque 12/31 reW Yes Yes No WA Composite Edge Fiberglass &note Door (IhoWrglOutwMrhg; X confgurtton) 21 u Therrne-Tru Fiber -Classic and Smooth -Star Nominal 8&M3 .0 SquotNon-Impsladquot Opaque 12/31/2022 You You No WA Compete Edge Fiberglass Single poor with Sideliu(s) Pmrdngl0uswing; XO, OX a OXO 22 v.Thorne er- -T. FibClaxr oslc land Smoer-Star conflo Nominal8&e39,C&qu tlhl -I o rllpad8quot Opaque 1201/2022 You You No N/A Composite Edge Fiberglass Double Door Win or Without SMebtes mewing/OuYwing: Xxa OXXO aon8gurations) 23 w Therma-'rm Fiber-Claalc and t raw* -Star Nominal 88M .43 &auotNon-Impsd&quat; Clued 12131/2022 Yw Yes No WA Composte Figs Fbarglsss SingleDoor (Nommin�68939;8 In 24 X Thames-Tru Fiber -Classic and Srrloolh-Star &Q-ththbn-Imps &D 17J3112022 Yen; You No WA COmpoatte Edge FlDeryleao 9Y orr vetthluad S12PW160 0= ng/O10sW rag XO, OX or OXO coMgurasons) 25 y.Therms-Tru Fser-Ciame end SmoORhSbtar Nominal 8&A%;8&quotNoru lrrymd&quol; Glazed lw312022 Yes; Yes No WA Composite Edge Fiberglass Double Door Wm or Wthout SNelltas (Ininvoi hp(Outev4ng; XX or OXXO coniguratons) 26 2. Thermo -Thu Fiber -Closed and Smooth-61ar Nominsl 88009;0&quot;Non-Impod&quot; Glazed 121312022 Yw Yw No N/A Composite Edge Rbwglasa Smote Door (InsWng/Outawng; X oodguration) 27 re. Thhrm i-Tau FLuer-Classle and Smooth -Star Nominal 8&M .08quotNon-Im insist&quot Glued 1213112022 Yw Yee No WA Comphorts Edge Fiberglass Sigh Door with Sidelb(s) QnsWrg/Outawng; XO. OXor OXO configurations) 28 A Therma-Tru Fiber -Classic and Smooth -Star Nominal 86M3g;0&quot;Non-Irlpad8quot Glued 12/3112022 Yes Yes No NIA Compouta Etlga Flbargiass Double Door Wih or without Sid aliW QrlNritgloubW rag; Xxor OMO configurations) Florida Deportment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peas 1 or 2 1uIMI sift amsv or Qaca alga aim* Po Al m an megill Yaalm Alm}amm GNUIL Emlmar .6Wc Y4'aalYaat MohNUa 7Wmlgd E6C/mmlal 8amno a m& R.Mam 2020 MI WridM and Doors &Nd afti gar Luis Robert Loma sennen AsUri PE 1oea2m 1offlon 0 10/192070 12M5W20 Apasd {a Csl4gay: Enamor Dome r717065-3300 0E925/4 f71T)31r-6454 MCO.gory: &idea Extrler Dow Awembliss b,ehg.ngmhN.can Cemplionto Method Evsliallon Report tan a FloMa RepNasd Ardids of a a Lbanpd Fluids Rerawlona F-ngah.r . Late BmiYt Dmumn dual Assurance saoll3Yr.�tatlsm.mn Amrovadfause Am[OVW InlMfi l2dsidemmi era lass ipgyp{ fulcra l poolon I'naaum 1 BERIE3470AlUMINUMs'Wm SERIES 420 ALUMINUM SOD OXO IMI2M No You No WA 145.31"QUdX40116abd: NON -REINFORCED 2 SERIES 420ALUMINUM SOD SERIES 420ALUMINUMOOD OX. XO.XX 12212024 No You No WA 9e4ruvd;stb0sdaid, NON-RMNFORCED 3 SERIES 420ALUMINUM SOD REINFORCED SERIES 42CALUMINUM8GO REINFORCED OXO 12012024 No You No WA M&3/4&qucxxowua; 4 BERIE8420 ALUMINUM 60D REINFORCED SERIES 420 ALUMINUM 80D REINFORCED OX 1201/2024 No Yee NO NM XO. Xxit"qualoollquot 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420ALUMINUM 000 REINFORCED XXX 12(312024 No Yea No NIA 143agal:Xw&gdd: Florida Departrnent of Busiml9a & Professional Regulation Page I are Building Codes and Standards 119=1 Product Approval Application Datall MEM Version alotdialuta 200 M t�get.&lJoenss 1011�.t Validateda�ta P MDMVd talon Rawson 2D20 WsynbOalm, a division or Overhand Door Owryna Kanish John e. ester, JsMray P. Arneam, P.E. tOM22020 09292020 10=020 17/15/2020 App"d corporation (330)703d121 PE•617S7 (004)821.5200 U.OaY. K Wdw Doan d1nomlehmweyne-daRons EWCatagarr. Sedlonel Extelor Door Assemblies om Ci mpllanaa Method: LYoivahon Report from a Flodds R"INSF0 ArVINMor a U01seld Honda 'OLdkm&ft Professional EAgnaw Frodusis g MMLA MMM eg g AmrahM for the tons 22" Lg j hM103 � In � � S &a39; Me. wraith. 14&39: Man haght. Closing No Yes Yea -31 0005,00 avallebN to ma or InternlMlY► aMbn 10 600MID"aw 01123 109e39, Max Width. 14041139; Max hailed. 0110ng 12212D23 No Yea Yo. •30.0043.90 ovalleble In top a rtormodde section. 11 0003A100/920oe1124 ,BMM : Most width. 148M: Muhelpht. Otaing 12012D23 No You Yes •34,40.130,30 awlade In tv or ahtNmedW* swim, Florida Department of Business & Professional Regulation ran I d, Building Codes and Standards 82071 Product Approval Application Detall rX9dt Entire 8111 Alu QatltmMon Qae Stem Yaolw Maadioam iIa&aa Endaar&iaxicia xdammm jt'amd ataM= 1AGAValind Aaarmad son ReMsen 2020 Cedes Division ofAADG, Imo. Ton Rrtey UL LLC Troy Slarop. P.E. I2n02020 1210 V2020 12212020 Approad Cuoody: ExtMr Doors 16413 4w-2013 (954) 94Tp950 auocal4wry Exterior Door Conporem. tan. 4l eyQaswoblq.co C"IMn MMad CW65eallon Mir r L*Mg m ..cloyercams �WityAss ra ce AmrowdtrUss AamoyedfaUse illgxL � ease P21aMiAmMmn sgDlr allroAas 1, KMVNi 2AIWdot= aaaaua P 80t t07, T27,1fLYg1 I Yatl 747.787, TIC, and 647 Shahs and Pairs of Flulh. Glazed. old Louwre0 sinOhs and pain of 12012on Yss Yas Yas WA Lbaa halve moral doors. Florida Department of Business & Professional Regulation Paga 1 r2 Building Codes and Standards 5207+ Product Approval Application Detail 549e army pit late Data Mine ore mm XKM Meguf=Ww .literyaYr.e u&r Ya hom a1M= FBC Ammrr bUL2nd gtaiu R4Maen 2020 MI WlndoYe and Doom Bront ehlinger American Architectural Sloven M. Urxh PE 11/172020 11117/M20 1127M20 Approved CYawry: Window! i717)385•3300 Monulactaam Amato en 47, 71311-8454 111=49ogv: Single Hung b.IUngermmwd.com compliance Method: CemlcasM Meet or Usting sip Ararared sir else agg(mll�Asa boast Room Loa hatltxt YeeLL lawor er Yuw yg(I.i.I91a1(llioaAMt In KVHZ $dtlgtt9Qti RodalmidnMin 2 105 SH 52X72 FhPanp Frame IG/9C Single Hung 1 orooi li No Vet No .0011-60 Laminated Glass CD Cn O 0CD O }a U ca. car. O 2 CU C G CIO O O = O C1 O W 3 O L.L O ."n Cn aC3 E O ^� .= VJ Q Z Z W J p r.- L\f ar G] L � W C3 5 O t j � L- co C r0 en e -� Cp r•'� CDV, X C LA_ era. as t:a ,- N t'V .L >g N N t4 3 °a 41i Y .-C� °' u w Q 3 3: ca m _m W a Cs _ 61 d, CMCE a� c � D9 0 0 Cn E �a Z _Cn CU O L O L v O L < CL (1) L) CIO W H O L W Q W Z J Z a _J SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page dos 1 z6rzs2z gala tagm(or go 20t Date Pondbtd 20 I,= Version mMwslitim ago= Engineer A License Validated By y1ligiM Ajgggj= PBD Askerovel Aggland al" Revision 20M ThernasTru Corporation Steve Jssperaon Lyndon F, Schmidt P.E. Ryan J. Klne P.E. 10i0712021 0W1Br2021 101/31JLT21 12n52027 Approved Category; EKtorkr Doors (ODO) 843.7828 PE-4340g (813) 767.85% SubCotWrY: ev4naing Exterior Door A6semMhs e)aeeparoonQthermatru.co Compilanot Maetod: Evaluation Reportavm a m Fbrkls Registered Archrival are Licensed Florida aL�u4srodante; Profskswond Engineer . ... Aug Product Model. Number or Nsma Product Description Contract bairatbn Date Ammrd for Il•e fygomwd In M4F2 outside Ass Ur NVNZ i� Nmk*m,rg gig prmmrw 1 a. Therme-Tm FlbehOlwb and Smooth -.tor Nominal $6,1M.88quat Non-Irrp"Squot Opaque 12/3112022 No Yes No WA Composite Edge Fiberglass Single Door (InwWr lsovin9; X corlRauragorl) 2 nn b, Ths►Tru Flb"k er-Cla and Smoah•Ster Nomina 6441sea Bquot Non•Irrpedaquot Opaque 121311/2t122 No Yaa No NIA CompNh Edge Fiberglass Stith Door with SIdNb(g pnoWnWOutmep; Xo, OX or OXO mn8pue6ony 3 a TMtma•Tm Fear•CI*sslo and Smooth-Shcr NOmIMI6a080;8 aquOtNOnJmpaalaqu(Yt Opaque 12131112022 NO Yes No MIA FlbegMss Canpoano Edge Doubts Dear view or vAdlout Sidelita (IrevArgtOutarng: XX a O)O(0 oonfourabons) 4 d. Therma•Tm Flber.Cta vio and Smooth -Suer Nomlrel 7aA9D,0 &quoFNon-Impeid&quot Opaque 1213l/2022 No Yes ND WA Composite Edge Fiberglass Single Dow (Inewoloutewthg; X coflflouslow) 5 aThorma-Tm F1b11nClaw and Smooth -Star Nominal 7W9.06quMNIon-IrryMYBquot Opaque 120112022 No Yes No WA ComposiM Edge Fiberglass Single Door with Sddte(s) Onsm(ng/Oubwing; XO. OX or OXO oaMiguralons) 8 1. Theme-Tru Fibel•Cla"b and Smoodr-Star Ndrnhel 56039;0&quotNon-Impectisquot Opaque 12131Ai022 No Yes No NIA Composite Edge Fiberglass Single Door merving(Outawng; Xoordeural l 7 g• Tbefma•Tm Fflw-Ckab and Smooth -Star Nornhad 8AA90;0 &qunkNon•tmpad6gkok Opaque 12/61r= No Yes No NIA Composite Edge Flbwglaw Single Door Aft Sldelhe(s) Onawing/ONawing; XO, OX or OXO �oneyyunuione) 8 h. ThertrnrTm F4ber•CWmio and Smooth -Star Nwnpd 66A39;0 &quothlon•Impaa&quot; Opaque 12131*1= No Yes No NIA Compos8a Edge P"N a Double Dow vat or v OWA Sld# as th"ng/olJteAtng; XX w OXXO configurations) 9 L Thorma•Tru Fibir•CMsoo and Smooth -Star Nominal UAW&quatNom-I mrsoa qua;. Glazed 1213112022 No. Ya No NIA Composes Edge Fiberglass Single Door Onowngloutgwng; X configuration) 10 ) Tharma•Tru FW1er•CbWe Arg Smooth-Sbr Nominal 6&CSg;a&q "DM1impaaaquot Glazed 1213112022 No Va No NIA Composite Edge Fiberglass Singe Door%M Skein(a) (lnaWnWOuWMng; XO, OX or OXO configurations) 11 K Thermin-Tm Fber-Classb and Smooth481ar Norman 63030:88,quctNon-Impad lquot Gloved 12/31/2022 No Yes No NIA Composes Edge Fiberglass Double, Door Will or WOW SborRa(Inwring/OutaNng; XX of OXXO configurations) 12 LTherms-Tru Fiber -dare end Smooth -Star Nominal ?&M;OAquottlon-Impsata,quotGlazed 12131/= No Yee No WA Composite Edge FlpMgloss Single Door answ9fowwwow. X=4igumbon) 13 m. Th•rme-I'm Fiber.Claesle and SmootNebar Nomsel 79e3P0 &quotNon-Imped9q.* clad 124112022 No Yoe No NIA Comr" Edge Fiborylas►S)hye Door wAth )(0, 0X OXO Sidslha(a) OnwvinglO MvAng; a configurations)11 n. Tbetrra.Tm FIber.CYssb Intl trrooth•>Mar Nomsel BisK10;0 AquotMon-Impaabqudk Glazed 1213112072 NO Yet No MIA Comoorte Edge Fiberglass Single Doer QAOWAD Ouawhg: X tanflQYrotioh) 15 0. Therma•Tru Flba•Ctessk end Smooth -Star Nominal 89AN:0&gatNOr1-Impaot9quat Glazed 12r31f2022 No Y" No NIA Compowito Edge Fiberglas Single Door vM S(del6e(sl OnicAng/Oldawing: )(10, OX or OXO configuration) 16 p, Theme•Tm Flbor•CWmic end'Smooth•9ar Nomnal WS39;0 ftetNor Impaaffiquot Glazed 12/310= No Yoe No NIA Composite edge Fiberglass Double Dar elm or vftxxd Sidelines (InsMrglOutawing; XX Of 0)%0 aon8yyureron) 17 q. ThernrTm Flber•Clsaio and St toad -abv NomtW 0&A3B;8 iaquotNOnlmpad6auot Opaque 12131/2022 No Yes No NIA Composite Edge Fiberglass Single Door Wth Transom (InsMtngrOdoWng; DIXconfiguration) 18 I. Themes-Tru Fiber-Clwk and Smooth-Ster Nominal 6111e30,6quotNbn-Impoo6&quot Opaque 12131Q= No Yes No NIA C- orte Edge Flbergloa single Door Wtlt SldelNe(s) sort Transom (InnvinglOsW rAng; OIXO: aoX or oroXO OcArawastlon) 19 aTherma•Tru F b.•Claaio and Smooth4kof Nominal SUN;$ SquothlOn•Irnpacl&quotOpaque 121J1/2022 No Yes No WA Composite Edge Fiberglass Single Door with Sldefle(s) OnaW.WOuhow4ng; XO, OX At OXO CeMlnuous Head and Sill o0rMillmotioa) 20 tThome•Trla Fibar•Cksole end Smmaoth-8ter Nominal 880131k0&gUotNon•Impea&gUot Opaque 12131r2022 No Yes No WA Composite Edgs FlWryrpla*a Single Door m th SIt1el&a(s) Onawingfoubwin g; XO. OX of OXO Continuous Hoot and Sill configumbae) 21 U. Thertre.Tru Flbel•Cleak And Stnoodn-foTer Nominal SWR8 Agathlon•ImpsoMquot Glazed 12131/2022 No Yee No WA Composite Edge Fiberglass Single Dow wen SOMWE) On*Wngroumwng; XO, OX Or OXO Continuous How Arid Sill wnfl0ufatbns) 22 v.Thane-Tm Fbw-Classialend Smooth-8tar Nominal 88030:0&quethlon-Intpsol&quot Glazed IV31d2022 No Yes w WA Composite Edge Fiberglass Single Date with BdeNte(M OnoWngfOutevsrng; XC, OX at oxo Con"fluouaIon�UAtlono) 23 w. ThAra-Tru Fiber-Cessb and Srnoctl+Ster m NominalBWg;e&qua;Non-I frpaa&quot Opaque 1213112022 No Va No WA Compoelk Edge Fiberglass Dar PanNsvMh Vented SdWW*) OnavAngroupwYq; XX XXX or XXXX oomfgurolione) 24 me•TW K TherFib.-Cassiandtu aSnoth-Ser Nominal 8&Ml) &quotNa-Impa"qult Opaque I2I3112022 No Yes No WA Compare" Edge Fiberglass Dar Panels Will, Vented Sdolan(p (In*WngfOuWAAg; )Q OO(a )O00( coMpuN6.e) 25 y. ThemiaTm Ficar.CNeeloeed SmoOtMSar Nommal8&a30;8AgwtNon•Implict&quot Olassd 12131r2022 No Yoe No WA CompoWa Edge Fiberglaw Door P*nsts Wh Vented Sldrb(s) OnevdngfOrhoo ;)0( )00XaX)00( configurations) 26 z. Therma•Tru FbrCla*io and SmoothSar Nominal SSM:O Aquothlon•Impad&quot Glazed 12f3112= No Yes No WA CaMParte F..- FNerpea Door PAnalawM Vama SOYb(s) QnsWrignOuaawi g; X)( XXX Or XXXX aonflgurawn) 27 zo, Thermal-Tm Fiber-Cesok wW SmoothSbf Nominal OM9g:8&gwtNon•IrtpalX&quot Glazed 12M1/2022 NO Yee No WA Composite Edge Fiberglass Singe Dow wen 3SM.0 Sdelte(s) OnsMngtCiubwing; XO. OX or OXO oa1lWratlOns) 25 zb,Therms-Tm Fiber-Ceob and SmoothSbr Nominal W0W;S4gL4Non•Inpa&quct Glazed 121=2022 No Yes No WA Composite Edge Fiberglass DoubtsDoor Wth 360111:0 BldeBles (In/vAnglOubvdng; O)W oOMiguraaom) 20 en:. Therm-Tru Fibw-C4Wc and moat -Stir Nominal WiNg0 &gook Non-ImpaotAquot OIazW 12I3112022 No Yes No WA Comports Edge Fiberglass Shgyla Dow witl98AC1G:D Sidrbo(s) Onsw(nglOut*vAng; XO, OX or OVA - Don 30 zd.Therms-Tru Fber-Owro and Smooth-Ster 811 Nom 8:0 &quotNon•Impaet6quot Glatod 12r31l2022 No Yes No NIA Composite Edge Fiberglass Doubts Door wb 3893g;0 SM9l1Na (Innwrg/0uromng; OXXO configuration) 31 to Tnrma-Tm FIber-CAosMC and SmaoMSlor NamM17&ASO;08quatNOn-ImpoM unst Snlw 12/31I7022 No Yoe No NIA Series Composite Edge Glowd Fibarpees Singe Dar Wth a Without 1&A30.2 SdUM(a) pnswnnproutekrkg; X OX XO or OXO ooneguragons) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/1W022 FLN6251-R31 2991 LMRv or 20 2" Q= 20 Awn In Vsm[Oil Manufacturer Corrts Engineer Validated By Validated ZdUDIW elaftW. Aacioved Approved Revision 2020 POLYGLASS USA hlaury,Alpert, License John W IDOW 2D 1(Y22/2020 EK 12/152020 Catagory: Roofing S9542331330Smalper6®polyglaw.com Robert Nisminen Kne Zervich, PE AIMM eL g yCydip PE-591es (954) 772•6224 11/01/MM ug o . ry Underlaymerts Compliance Method: Evaluation Report from a Fbrida Registered Architect or a Licensed Florida Professional Engineer FLA626B.R31 Products j Product Modid. Nunbr orName Qgg NLOREd gu Date '4""'r 1 Polyda" Roof UnderMylnents Roolna undedsprments itiR112022 No Yes WA 1 Polyglass Roof Undeflaymenb(HVHZ) Poygleb roar und6naymtrM for use In FBC 121231 = Yes No WA HVHZ jidadkeora. 2 Pelyglaas Roof Undarkyments(nan-HVhW PayOless roof underl"wnts, for Liven 1W231207! No Yes WA FBC na"VHZ )udedlodore. 1 Polygim Roof Undedayleents(HVHZ) poyyglass roof underlsryments far use In FSC12r23120Z3 Yes No WA FM142 jnlodlo8om. 2 Polygltla RONUndil"antri(non-HVi4p Payglate rod ureenaymtntt,fa Lee in 1223=3 No Yes WA RBC no"VHZ jurisdictions. 1 Pointers Rod Undeda)4nents(HVHZ) Pahighs"rocrund*naymelYlJfor use InFBC1?l22y2023 Yes No WA HVHZ ]uned(edom. 2 Polyyass Roof Underpayments (non-HVHZ) Ppygisss rod underlaymeras, for use In 12f23MW No Yes WA FBC man-HVHZ jurisdictions. 1 Palyou ss Roof Linde"ents (HVHZ) Poyalas6 rod underlvdmants for use in F5012123MM Yes No WA HVHZ jurisdictions. 2 Polyg(assROOUndarloyments(non#4VHZIPoyglateroof undeiaymenta,lot use h 1212X1@3 No Vag WA FBC ntn44VH2 judadiko". Florid& Dopartment of Business & Professional Regulation Building Coda And Standards Product Approval Application DOW +WN-MA WA +WN-O= WA .WA/-e22.s WA +WN-622.5 WA 4WN-4W Fonda Department of Business & Professional Regulation papal all Bulldlrtg Codes and Standards 10=1 Product Approval Application Detail syde dl sat ma Iita.Bloatta sit Must Version l6a fa rm ssolea Imo w A License, VrlddgLk YJdllllm !ate lasAMumal agrsye9 Vasa! AVemMW 21120 PGT Indust," J". R.W w A4.*Do I WCO - Celt kaarr:FOade SWO - VAL 1110SM20 l i*V 020 111I12020 Approved Cat.pory, Yundaas (Nu48"100 (700)3154ma enbCaagor. Bros Huno irosewtbapOrduWosc CWMU-Mood: Cortlatl. Mark a liana ash [ice taWahAntmgt AiMusslallat AarmswIfra.e hm& enters 94ai a ea a Yodr Mahar a giaatProd& ontdodw In NVH2 gutdch, Alai a stew taflanRe 2 SW5900 (lots. LOAM. imp.d) Very angle Wig Wndow 071301=6 Yoe vs. Yes WA Fonda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Prsr 1 d1 V=1 Gant listtlhta gas sans (>AL&RAM am Mult Wision M-fiaeLUS classes Prdnw A Leaves, V Ikh"d av Vtliala,i jklasW F&CA.avr Alrstaed mat ARlmkdW ZD20 POTlnduslNa Jens, Rdsawekl ~&0a0e acco•C6R A%M,DAdsaCCO-VAL 11wrAZO 11005=20 11MIWO Approved catoporyl IMndaw. (941)466-01011 (786) 315.2590 shbc too ry. Mad )rorMYabepainduarle0a Compliance Method: Corelatl. Mom At Lomg am .aM�t Apprn"d for nee ml&d gggM asg j Preduat Medt atria, r Mew w I HWZ $dNd. H" afYrd liinmwo- S Wd-5520 (Loupe MWII. Impact) NrM FNrd W.dow O44"MO20 Yes Yes Yes NM Florida Department of Business & Professional ReguMon Building Codes and Standards Product Approval Application Detail cto alua2 a RWW n 2020 Join" Halls Building ProWdk, Inc. Chad 014roks V. Andrew TOR John ealhord, P,B. ralowin. Pane Week hed.d4 we3Qlam"nrd PE-61882 (332)38T-2528 emCa"gsrr: Siding Carolina Maeed Evaluation Rom tore a e can' Florida R alaterad "Its d we LIOanved Flares Professional Enppe. s9dt im glow atladm"K Revision 2020 MI YIMdor* and Dorn* Cae9aY. Wlndme MbCK*wW. Horaa6e151der Compliance Method C a. A►at a Lkag alai( 1 He 108 pin rrd Rang► Frra Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail saa a maAL-e loom ,®t Brematlreer Amedcen Aftlikousal a lmn Y UnM, PE 1r171380.3300 M•nukchmrs Association (717)317.8434 tafmnperamiwd,mn Pgn1 d1 NBI20t1 art am loca-Mara mrs MOA" add" ILL Atomm ams 10AIR7070 IO10912020 101142020 Approved 9Yrlp(AlMrtss9t Aussawadfallin AwoVdforU, mud Rom $odaL mO Sml�&ptatg6am I&lmMlt 12W99LON aAAwm euuLan 73e821nwk1Mw*es 02Ma)2024 Me Yes No 155/40 Florida Department of Business & P. ional Regulation Building Codes and Standards Product Approved Application Detail ►".1d1 10=1 Illat yalrgic tiamrhtluuL Contact aoglma A u-, Valet YAM" f im&Md FACAMM" Amannud Wawa Reim" 2029 MI Wlndorn and Gears sent annow Luis R Laos, PG .Maven M anon, PE lcMS 020 IWOO= IOASQ020 WVA20 Approved Category. Windows. (717)385•33M PE62514 (717)317.8464 s4lCatporyr. W6.1 b0hppramkial."m Compliance Moo* :veba0. Repel tom a Flalds Roratarrd Ar heed a a Uan"d Ronda Prohesknoi Engine. C M ft A-- AombNAUL M AaMMaLAJM lamed germ Lad d ago ,aaalamlmo SmattULMO u�n21m In MWHZ gum aim atdom i mu= 2 87" V.1w Numnum N.M. 1/312024 Me Yoe Yes WA Fare I ds Flonda Departmont of Business & Professional Regulation pass 2 at 1/0/2021 Building Codes and Standards loaoagl Product Approval Application Detail RNA M D" Persons a" sm9! feCOLmc an an Q" PonNoa art Yrpam alamlmd IB&ARAWK Aegam mat I= lamm saga l m(6e &gaud mM OKALWM Xrer.d.alL ydwm samaras rsl:APma w ARKMN lmeat Ot1115202f 12/14,7020 01AA2021 dip FBC AOpr, P.14W. 2020 Alaska Nick thompso, Lyndon F. gdhmld, P E, Ryan J. King, P.G. A0 02n52t (12I152021 0222A2021 0411312021 Approved colop.y: Pants W.Il (330)922.2389 PC-43409 (613) 767-0a6a subCet.0my; S Ate naha0p dead ldr,aam Compliance Mrrrod: evaluation Raport tram a Florid. Rplders l Ardmd.l We Licensed Fiodd. Prohnsalkael EApnw 91amLAsemorkt 8cerevisdreruse Maovad far Use gaps akdo C1Wav Aerratrk Amw..d for Use Asoroved lee tl.e kaga 2WM it" Product Mode. Number r Mama gipcarArea EM&OBW OKO In outside HIM Alubasu [gun to a • we" MdW, Main or rime 140atl Deaarlet. Casad aamlrall.Ore In PIVNL deelde MyMz 11J ■hero tor"Retire I C"mplank Lop Being 91seraemem I.P.Ldng 12/NA023 Yes Yes MIA WA I a. hquot,21aquat SOM Vents Sold VW Sae 12W12023 No Yee No WA 2 H",Plnk Lop Siding 1b.noerant l.P.Who 120117023 Yea Yes NIA WA 2 o WMAlknpe T4hqud:4501M Vent or nand Varyl Sabel 12131R023 No You No WA 3 a,hqur:OreebrW Vintage aosdedIlM: Soft Vent or Bold MVl Sore 12A1=1I NO Yes NO WA 4 d ►quMPSaquat Soft Vent said VIV sofa 12PJ1=23 No Yes No NIA 5 a hquot.Chrty ookUpoh San Vantor 8dld Velyl BOA 1wl=a No Yes No WA e I, bqud:.up. S"nAquot teat Vent a Said\,W Safe IV3172023 No Yee Ne WA Florida Department of Business & Professional Regderon Papa I or Building Codes and Standards 146=1 Product Approval Application Detail Sak and& As as at D" Passive am TIM yealao N OM Wuat consasL aasimaAlb m YALWkdtat ydwiw hilisitgill FAC Aggmad mat RWslon 2020 TAMKO Bulobig Products LLC Kee Ed. Robert Nlanlnen John W. KAsaw,", PE IOA420Z0 o9'JI)A2020 iOf1212020 12MWM20 Approved C+easaya Reding (4171624-0044 P659188 (054)7 -OW4 "C.l.Oar. Undadeymerss km-calknateMo.rwm ewoft"es Mrhod: evaluation Report tan a Fla da Regtatared Architect we Licensed Florioe PrOfaeklnr Engine. ag t Prodild Denotation, noYIpLAttuuugtt ApgranMdlaLllsa ApatyWSgLlM Satdtd. bit. 1, HVHi O bid, HVHZ laatit atrm amtrtad prwasku. 1 TAMKO Rod Underkymente(HVFR) Rodundkdaymelts far use 0 F9C HVi4 OWN023 yen No NM WA 2 TAMKO Rod Undeesymenls tNON+IVH2) 1100106e8aymaMeta use n FBC n.+1VN2 I:00212022 No Yes NIA WA herwaaons. Flodde Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peak 1 or I I,Y2021 s94t ]truly or Data a1u aauhtraen art bell Version ldMdligim GodK.t AWINtlALmma YAmlrrta.am Ydidrtd AMMOA gwim oral( ammo *A" RAWWW =20 L.V. Thompson, Inc me Thanpfct Aradteturr Tony Children Zachary R. Preet Strom M Wan, PE cent 7rM20 W'I62020 aft712020 12nYJ020 Approad Mates ComperylTAMCC) 0131248-3466 PE•74021 (717)31F4M4 Ca"oric Rapers t.yogna poom0.mn "Cat4gtlr Reding Accessed" that ore an IMapral Pert ofthd Racing "m Compliance Method: EwNaton Ropon tom a RAW.R.0sersdhdrheut or. Limsed Flans Pfareal.d EngeN. 91aigLAWlramr AawwWfar that Ancrowd fixSat am amtlm A1¢i &299dxgdLmmwwjLmm E10101.202diglgg radmagwim mam IIL ML ➢AUiOLnMi saw" zmuwm 1 TAMCO Flat Top 01Fmdms Vent with ease to, no 2e 9L sells roorvalNMa with Write OM/29n Yes Yes NA WA 2 TAM000oo"ndtVem 2090, OA08 as NA Yes NM s01•S2b 3 TAMCO 01F."a Roo( Vol MM Bali 28 go. ddc radve4lYa with integrated haft Osman Y" Yes NM WA 4 TAMCO Round Top OlWidge Via with $af for Tits 26 go. "a rodvendotar who bane 0BAB20W Yoe Yes NM WA Florida Departmontof Business & Professional Regulation Py*1 ax Building Codes and Standards tAYa111 Product Approval Application Detail salt MAW at Aral Gtut9�m su Mills yIM= Naumri m � � agrA M OM moilo da yA10r{W / aaagmd is AROM d data. Revision 2320 MI l'andowe end those sect a"A.W Amedan Ardpaodural Steven M. Won. Pe 1122r= I I22rJ020 11rJ92020 Approed CdAOcsY: lAMdowt (7171365-3300 Mmulocturdn Association (717)3lr4454 SubCoargatip bean mlweJgm C"llona Method Pra d: Cprtificad. Mel aLldrh9 ggrlmLAauapoa AULMMUDLUU Aowxmd=" kum 299M La! product made, mnbw Or fame Proust Dissuasion iw In H ME 0,11111.1, HIM at*= bum 1 1s0PW 73 a 72 Insulated Of.. 04A7Jk023 No Y" No +e0010 Fonda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pope 1 d 1 10=1 am a" gaLboom m Ymlm Wgid&AapfAl 99= !m&mtaLALo� Yrklltg lL YNIiY1d W&NWIi iiCAgarsyN Aaaiyyed abau M*M&tW 21120 POT lnduema Jona RoaowsM Won*Wde OCCO-CAR Ma"-DodeaCCO-VAL 1110612020 11A 120 11M Inc2o Approved Category: nlydow* (grt)406-0100 (7815)315.2590 subcampory: Wall.* Irosawskl@pi anustres.c Compliance Mood: CrlNati. Meek ass LMkng am A DaIM A00r tee a Produce ffi daL Nuclear r lime � rsr.�100�R MVNz Ouddb a!>ig" Frsa m 1 Wa&.s faNl D*w and Window, Aknlsum W Oone OW25=0 Yes Yas Yes WA Fonda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I are 1A201t Gant lagYBtgt sees am att&rm" are 71M V"NW Nanttirduta Cmura aminow&.Ul Validated by YrlWd aamaad I`2QiApgm)MI Approval Wma RWefon 2020 GAP Mtaool Nab Rabe"N.MMIA Jahn W. NnaMdh. PE DB26M211 09121/J020 100=20 12MG 020 Approud Complain RodnO 1800741144111 PB4118146 (M14)7724f224 BWCOgor. Mdhot amnglea maehagar.com Crnpdrrae Method: LNelurt. Report ern a Flalds RsplskrodA7dhnWt or 6 Licensed Florida Professional Enynear 41rWLAmaml! Aootgmtgtllam A&di'pmtlirTf .par a!!Im ami Product ModelMableaLire $ i 1.livHz $ddibJBM: BtlIWd peasours,, t GAP Asphalt Rod Shlnles FININ *m Minhltr1346b,lorraneted54abond 12/18=2 No Yes NAA WA htpAklps ssph.fl shingle. Fonda Deportment of Business & Proraseional Regulation Building Codes and Standards Product Approval Application Detall Page I of I 10110=1 stet Moma au are aft Pmdm go mm vand Mn ManuAeaturr Cg{>jd( eeehwaLicense iftbas VMIdMedN VoildOW #A*M1lSet F&CAmrovet aXom Iaa&t Ravish 2020 Florida MAW products Inc. Clark Jones James LSuakeir. P.E.® 91Avan M. Uqm. PE (1027J2020 OB/252020 IOJD40020 12merA20 Appra,ad ca"W. Racing (904) 783-WO CBUCK gnpneemg (717) 317-a464 ddaCall.gary. Reding Accessories that Are. drk®flamoe.am PS-31242 Imegrat Part Alan. Racing System C.ellsmes Method: a olurl. Rapist from a Fiona* Rairit r dArchitect r a Uan"d FIOAdA Prdwlcrol Wtgn"r CWWNNAIKripm Agamtillgr ltta AcoroteO (a Use k= 6"3- (ENO aYyes a FLAAICO BgrMCRV 10 Rloof WrII&OUot: Aluminum RWO Voris nor Pitahw root BDAatsd W311=4 NOI)V� from 11.025' Numnum Florida Depeftmem of Business & Professional Regulation page I Of Fonda Department of BLMinsa & Professional Regulation eege I an Florida Department of Business & Professional Regulation P.R.I a Building Coda and Standards 1Rr2021 Building Codes and Standards 1/7rml Building Codes and Standards W5022 Product Approval Application Detail Product Approval Application 00011 Product Approval Application Detall f2o IrMy are Goa Gm.Pe&mm a" Asset w am am 2"Zml" 21M Code Enthis, or ndloct Daftammsd �proval Daft Arm Ytasign imguaCllm rrmloli Et>omA6AJ�& YrW� Ymdda alamWW Fne Appesvet Bona a" tiles, V.Won N.0,11altor carted lfembw&tlowmlt Vruamill YAW" khMltMl FOCAMf@)al Adrawod maa Isms Version Manufacturer cogent amdMKAUIIEM ydwlk b )hWdAW AWkidgd F� Aawwvd >iNala R•v.1on 2020 Lam.n. Kamm Jokey Jones L Buckner. P.E. Gwen Al. Won. PE 11R3/2020 I i23/2020 111140020 ding FBC Appn Review 2D20 semi R.c nos Mar.. Ratan UPNO Unanam Ev.u"an Gry W. W.Ikr I i/0=20 I11=20 111D52020 Appr"d Revigen 2020 Global Protedbn Products, I.I.C. Tim Roelnson WfeMar A. Tilt Jr., P.E. Jahn W. Knoavlch, PE DWOR42M rlgn08/2020 10/01/2020 12MBM20 Approved Crepery: Red" (501)9144163 PE-St242 (717)317-e454 ca+ory, Reding (M)380"1 Services LLC. (205)054-0160 rAdegOrY:ShUtUre (954)OW750 PE-44107 (964)772-M4 sm An.Racing Acoeokalothatra.n pNley@lannco.am subcelapAry.Redng'nles RaonAnrer4anaDanl.co &ub(habpory: 8lydrm Panel bm.robinaon®pppArtam Integral pandthe Ra0rin0ayaem Compllrva Method: eaaudion pep. name m Compliance M40oO: Evaluation Report from mpliance Mood: 6Nel.01 n Repect tam. Compliance Product EvWwlbn 6hMy fegi Nsr0 teptaeliosnoeq Fbrlda ReprerdNMnctoro Lkenrd P*rM Professional FrIgmer ,. ... ". ,.. .. 9WUXAUMM Acwavt false �mned11. falhe tGmtmi lgiraglan apg m L AmAnln HVIAQr Lee �Outr g AnwOwd/a Uss ApgrpyM(rar ass �pgd glypg �a TMA ca"m�rAsae; Course Isrs aprt Ola erylrm Pir Prdl�- , co 6 You 1uA a� prpruat Model. Number ar Name Product Warlation cold Ee H HL $ffi! i 1, MVWZ adrnommz atw" EmMlu I 20 Gape Galvanlaed Slpl Storm PKnoftHVHZ Conucated GOvenited Steal Storm Ponk retained 12131f2022 Yes Yes Yes N/A 1 Desk.Air'�DA-i.TRI•Buii(Grdi•Air Dkd LawonloalPtlochdylne plastic,Woof Root Vent 12/10P30g8 No V. No -97:5/•WS 17 SW. sw- Skate. Shako Bunp: SON slake y Flat Prellle-SIMON. CA 12I312020 No Yes NIA WA wrawa on. 0.tsdp.IcebADaahed to Pywostl Dash. 16 Su.y MO-Shak .Pro o Aamp; Spit Shake Fit Profit • CA 12/31=D No Yes NIA WA 2 Zd Oep* Galvanized 9tal Storm PanN*MHVHZ Steel Scam panels raudrlad 12/3112(Y22 n dGalaized SteelPals No Yoe Yes NIA 19 Barony f00-6hoke, Motedunp; aril Shake Steckler Fiat Prall-6tceklen, CA 12A1120t0 IJe Yes WA WA or t by tr cke to rovi or not by packs to provide hurrkgns prcbction. 20 27 Bea.y 700-anon., Slid. B.mp: so" shake T.1"eepMa/B.mal.s Flat PrOW- maao, CA I2/312020 Hill Prdls- Koly,rX 113II2020 NO No Yes Yes NIA NIA WA WA 26 Mile Lear Preps - Katy, TK 121:112020 Ne Y.. NM WA Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards 11262022 Product Approval Application Detail ago 6nttGL4L Jtala UK Onto Pending 20 1= Y.PSa19Il ManvieGturer comes Enalmw&u0eaa. Validated su vt $VbMtftd, FOCAOorowl Approved ad" Revision 2320 All American, Shutters said Glass Mate Barbieri Frank L. Sannardo, RE Troy 010100. P,E 1011 O20 101162020 11I08/= 1211&MO Approved Colesaw Shuterse, (W) 712.9682 PE4046549. (954) 947.0860 Sub6ategoiy. Storm Panels mlkahQalknwaincenshure Compliance Method:EalueBmRepotloma racom Florida Registered Architect at Licensed Florida Professional Engineer 90a111tw Ass rance Assuaged lot use, ApafCmerl for LIMA IM919 201100, S_ga _a Product Madtl, Numbr Or Numb PAduct Qmrlptlon owmd EADirsym gets In HV1a oLftwA HYH2 radiation t PtmuA 1 249a Galvanized SWl Srom Panels 249a Golventred Shea Storm Panels /2`312022 Yes Yeas Yoe WA Pop I of Florida Depenment of Bus)gIa)s & Professional Regulation Por l f l loom 1 Building Codes and Standards 8114=1 Product Approval Application Detail I)fgt Version IYgidamut Ladd IOakAaiiltssn YNWrdJt Wiliam hk ttd F Ag®Mt mail RWIW 2020 West Inc edn WAMon IOC Evolution Soviet. LLC ICC evolution advice, OW 1/2021 08110=21 aaM2w27 asp -d CAlegry: anlm"I COMM rate t$62)690.863a LLC. subcsi gary: Tuss FARM trealdrmamll.som (205) 5w-swo Compliance Method: EYallellon Report mom a Product S1 IOWA D* AMO Mfor UM Approved for Use Anow glom alaiArnaud mom Maw or Name 17Mrtanarlatim Got>trar.idtNlat In WWI arddeb l va Rom" pressure 1 MiBAHd 1s go.. high staigth trues wftMw pate 1b31r2022 Yes YAW NM WA 2 MIWHa. is all WPM high rr.noth truss o.neda pate 1213W2022 Yes Yee WA WA 3 full Is 1s go. awes conn.la pats 12131/2022 Yen Yes NIA WA 4 MITI" 18 a•, high stpMAgth truss connector Pak 12/31A1022 Yes Yes MIA WA 5 M111" 20 ga. hloh slrrlath nu weeder pats 1231rM2 Yes Yes NIA WA 6 TUB. MT19 Is As. bees eamesta plst" 12AIAW2 Yes Yes N/A WA 7 TL20. Win 20 As. cuts comeala plat" 12/31=2 Yes Yes NIA WA Florida Department of Business & Professional Rogulatlon Building Codes and Standards Product Approval Application Detail ►.0. t 0i WPM cab i Aw w Will sit bmdadm sat I= Wall HMNOA m[ &a m& XualualgAIMM vrdkld m XdAMad alb F&C Aerevr Apppgbd a" Revision 202D Asca Stuart lave. ]CC Ev.W.U. Service, LLC WINsm W Ranieri. PE 10 irA20 /0122/2D20 ItJti 41411"M AOWMd CahgpW. Structural Corponanes (321) 710.8377 (40716411-1817 taOCatogarn I- Rota stes4.a.lpinenw.aom compliance Yo.t Ewiuricn R"on Iran a #lal�ti!igladli Product Evom.a. Fn* ' , unclear At Memo Product DaWadon 1 ImN DCduw. Hiller SWAP%IH &-P: M M.kl C-.k, Plats 2 ITW BOCMMiM Hinge PIRN MAW Connector PMIA 3 ITW B0G AVA's TNId Metal Connector PWe 4 ITV BCGAIp" mkve Metal Cat"l rFlale OWavtk~l a 29WAtMOROBA 0 Approved WUM 1, Mr Aanr•medfrU" gAdALLNE bgRe gems" gift 12nmun IV3112024 Yes Yoe NA NIA 12A1A024 Yes Yes NIA N/A 12(31)2024 Ya Yes NM WA IY3112024 Yes Yes NA N/A Ronda Department of Business & Professional Regulation Building Gooks and Standards Product Approval Application Delall Ps" 1 d2 arJ62021 vas ImYal gt atu are 2dLbodlm get s lafWL9t sat are cab pownsm am Matt Version IacidMiguet Ted InkohnwaLwles mwoltm Vl80dai AftilWtII F&CAmrovet ADamllad WM1M Iygm Vtodga lagwisise Cooked anorrwauwrs. V.udi.d9, YNtlmr Isissitat FINCAoorch'r A,--d Wawa Revision 2020 Wryrmowuw Rab Sedwin ICC Evolution Service, I.I.C. tau Lek.. Re 020=21 IOM3,2D20 02=M21 Approved A""atW 2020 Alpha Aumhum. Inc. Jose so" Luis R. Lomas sewn M. Ufkh, PE I I A Won I IJI 2020. IItIOnO20 Appran4 Catep.yt Structured Compoc.rfta (233) 92/fi476 (see) 039-ens Concocts: Pond wvm (40711509-20115 PE-"rAI4 (T17) 317-0454 Subcategory. Enpinwed Lumber Ad d.BatdMnawayMa SadCabigory: SOON. ahrdnunncayaho CarphoaeMond: Evaurton Rep. from. servos" C�is"s Method: Evaluation Rep. tame m. Product a w= Entry Florid. RagW*AadArchRAct are Licensed Florid. Pr~wel engines AMM Zyr IAmmurrd Nes king 20 � egad Number w Him MigNL2uu= In OL"Cb W"!1 a Uas Ader Apor1, f= 91id 1 Wordan LhA LammMM Verger Lumber 03//12023 No Yu NM WA Lai jg KVKZ A2 1n1No aedrea.Imsi N jagWNW P- BW11ad, �J24aM1a 2 Perrtam Pal PeNi1 strand Lunpr 0313120t3 No Yu NA WA 1 Alpha Nunimrn Wld'6anp:Vem6d AandndMSolhl Alpha ANmlmm eaM amp; Vented Nlaninum 07/3WL023 No Yes NO NIA 3 mmOrS'tr.ntl lSL L.rNnates Strand WreDr OW31r2:025 Iso Yae NIA WA CMU &.mp; Wood SamV CMU:.mp; Wood 4 TJ Rim Bad Structured Composite LadKr a 011ented Grand OW314t023. No Yes NIA WA bard Rim gad 5 Waysrh.-Rkn Bad Onrhet refund "to Rm Board 03n1/1023 No Yes NIA WA mm v wm Nlagfmram Revehn ZD20 Caen clW Calaa4 Praiwaimo. Caskow. Wwww Conponea/ StbGaotcr. products Introduced as 4 ROWN at Nw7whnelagy corrpiiria Method: Evaluation Report from a Flwdd. RogltsrdArdhitec a. ucerised Plodd. Professional E'nd- amps 1 ouarty, Precast or comm"Al O.oml Predicts Fonda Oopertment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail emu arc 2EM CookELLLWg RWM Gills Somuol A Greenberg (810)S%3707 PS-34246 pncutgdorayah-cam bkomLRusdm Beast and Prcekessed Concrete Unless Pagel or 1,7=1 art laird! go Ya(Id"Lk YraMma stow IWaw=W hmmm R= John Hoy IWOMD20 17/M02020 124KO20 one PSC Aw 1"M 6"•5311 9WaLAAY[mii AgualmLsum ABGUDMtlmum .lad norm 0512620•J4 No Yet NIA WA May 27, 2022 N N L N a 0 0 O -cocu V! a O o 0 LL � .^'' (n "a N L ^0 W .f.. 0 CL 1- CU is, .0 V) Q N N O N >mQ U 11 0 G 4t< CV N C G• N O a - an � Q O M N � 4L co r C � •3 v 4V N Q C Q ca .1 Jim E O u O U) (D Z 0 O 0 < � U O Len Oise W ICU F- a �- W Q W z J Z a J Q SHEET NO. PA 1 1 a Simpson Strong -Tie 2020 FBC Approved Products Updated 1200/2020, For daedt Inks to IN SST approvals IQed ruKarw, CLICK HIRE Fd addtlahl yrtowOort regarOft FWrWe's 8tsbfttfe Product ApprwO OA*m and M"4hda Canty NOW of AMW Ivass, MOA), CLICK HERE ELBI fta Produd Model. Num pFNama jsmduct bascrtoHen 1 Titsn.%?nlon tesiConcrete8i-MAsonry$Crew(TTN-SS) 114"diameter Titan titafnlet*a"masonry sprew FLONOom prodract Mads1- Num brr pr Norma 1 SDIOI120138 Outdoor Accents Connector Screw 2 6D8112,SDM2,SDI 0112,SDI 0212 Strong-DrbeSDConn eetorScrew 8 SD9112St3, S=12SSr Ssong-DdvisSO Connector85 Screw 4 SDCF22434, SDCF2251Z SOCF22614, SDCF22700, SDCF22858, SDCF221014 Strong.OrNeSDCPTImber-CF Screw SDCF221134, SDCF221334, SOCF271955, SDCF272WO 5 SDCP22434, SDCP22512 SDCP22614. SDCP227M, SDCP228W. SDGP2291Z Strong -Drive SDCP Timber-CP Screw SDCP221100,SDCP221134,SOCF1371400 8 SOHR27400; SDHR27614, 8041131400, SDWR31614 Svitig•(NiveSDHRCombo#kad Screw 7 SOS26112, 40828134, 8D82620p, S0625212. SDS263QM SOS26912,.80625412: 6trong DrWaSDs Heavy -Duty Connector Screw SD8255W 1513825B00,SD8281100 8 50132611266, SD62520085; 908252125$, SIDS25MOSS; SOS2531285 Stronig OrHa 808 Heavy -Duty Connector 66 Screw 9 SDVVF2716, SDM+F=4 SDVVF2724, SDWF2726, SDWF2730 Strong-DtNe SDWF Ftoor-to•Floor Screw FLaM0007+he AKJ ProductMadel.NumberorName Product lOssefloilon i ATRS^ ATRVZ ATR6/8, ATR314 Thtesdad Rods 2 ATUDS, ATUDQ-2,.ATUDS, ATUD9.2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 SP318-Z BP1/Z 13111/23, BPS/&2, BPW&a: 813814, BP3/4-3, BPRTU03-4 Bening Plates 4 CNWSM. CNW112 CW08, CWYT4, CM 41.1/2, CNW314-5/8 Cmlpler Nute 5 CTUD56,CTUDe6, CTUD88. CTU1375, CTUD78,CTUD77, CTUD67, GTUDBe, CTUD97, Cot#ingTaka•LIp Device CTUD96,CTU099 8 f4Ct, 1144, N% N8 Heavy Hex Nuts 7 FFTUM R IFUDOB,-RTUD4, RTU134$, RTUDA RTrJDB, RTUD7, RTUD8 Raiche" Takes-UpDev oil 8 TUDO, TUD10 T"Up Device 9 TUW36 Take -Up Washer 10 URS3 811" Uplift Rod RunTiadown System 11 1UR34 112" Uplift Rod RunTkdown System 12 URSS 518" Uplift Rod Run Tledoom Systems 13 URSB 3/4" Uplift Rod RunTledown System PLN0441-Re Phtduot'Modd.NumbiararName 1 DTT2 Hole down 2 HDC1014, HDC1W22 Hold-down 3 HDQB,HHDQII,HHDO14 Halal -down 4 HOU2, HDU4 HQU5, HDUe, HOU11 HDU14 Hold-down 5 HPA26. HPA35 Sbap.4 09 purlin anchor 6 LSTH08; I-STHDBRJ Strap4tyte holtl•down 7 MASA, MASAP Foundation anchor Strap a MPA132, MPAI44 Strap -style puriln anchor 9 PA18, PA23, PA28. PA35, PA51, PA88 Strapstyla purlin anchor 10 RAIi$, PAI23, PA128, PASS St apatyiepurAnanchor 11 STHD10, STHDI ORJ Strapafyk hold-down 12 STHDIkSTH014RJ Step-stylehold-down Simpson Strong Tie 2020 FBC Approved Products Updated IZ11 20201 For 000 Inkstonll Se opprovele Ielsd below, CLICK 14ERIL For additional ydsrilason rsggdh9 Florida's 4kolowide PraduetApprwal System and MalNVhde Canty Notice of Aamg!!M.(NOA), QIGUAU. 21 LB sarlee hangars Top flange hangars available in Width of 141/18" apd heights ranging from55r8" to 15-1N' 22 LBAZ series hangers Top flange hangers available in width of 1.91161 and heights ranging from 9.3Mb" to 13-10 25 LEGS, 4W5, LEG7 sense hangers Top Flange hangers avallable in w oms ranging from 3-1r4" to 8- 718" and heights ranging from 9" to 33.1 /7' 24 MLOS, ME07 sarleshangars Top flange hollows available in Welths ranging from 5-114" to 64 7M" and heights ranging from 9" to 32-117' 25 MIT sail's, hangers Top flange hangars available In i-Adths ranging from 1-0116" to 5- 1/8" and heights ranging from 9-114" to 24" 28 PF, PFB, PFDB, PFDSB sorlsor hangers Top flange hangars available in width of 1-9118" anal heights ranging from3.318" to 7.1/8" 27 RR Ridge raiser Lonnecbor 28 WP series hangers Top flange hangers avall able In widths ranging from 1-W16" to 7- IM" and heights ranging 9.1/4' to 32". AUX ABA44. ASA44R, AM ABA48R, ABA88, ARMOR. 2 ABU44, ASU44R, ASU48. ASILI AW", ASUS-8, ABU85, ASUBA, ABU88R, ASU811, AaLlm, ASU1010, AHU1010R, ABU1212, ASU1212R G ASW44Z, ABW44RZ, ABW482, ABW48RZ, ASW662. ABWBBRZ, ABWI-7 4 AC4, AC41k ACE4, ACB, AC@R, ACE@ 6 BC4, BC48, 13W. BOO, SCBR, BCS, SCS2.2/4, BCS24Ve 8 C944; CM, C1348, CM, COW 1 iCBS044-8D52, C89001e-80M CBSaMWSZ CBSt188,SOS$ CBSQ8&SDS2 8 cc. ECC, ECCU Series 9 CCQ-S1k82,6, E'CCO-IRDS2:3 Sense 10 CPT44Z, OPTOOZ, CPTV1Z 11 EPS44A1, EPS44, UP546, EP888 12 EP84Z 13 LC844,LCB88 14 LPC44 LPCBZ 1s MPOW, MPH MPB88Z 18 P844, p044R. PSW, PM, P688R 17 Pas"A, Pam PBS" 16 PM PEW10 19 PC"Ia, PC48-16, P048.1& PC64.18, PC O&i8 EPC44-18, EPC411-18, EPC4&18, EPC84.1e, MOM-'16 20 PC44 PC4RZ, PCI2, PCORZ, PG8Z, PCBRI, EPC4Z, EPC4RZ. EPCQZ, EPGBRZ. EPC 5Z, EPCtIR2 21 PPB4"Z PPB448Z 22 RPBZ FLAKOW&R8 �� Product Model. N�rrdharmr Noma i FJA. FSA 2 FRFP 3 GH48.8. GH45-8, GH46.8. GHA4A OHM"; GH410•I5, GHB@-8, AH88.8, SHOO-k GH85- 5.6H810.8, OH810.8 4 GLBG71, 01.868, GLB5C, GLSW. GL87A, GL87B, GLB7C, OLS70 $ GLBT.'U12, GOLT812, GLBTSIS, GBLT818, 01.91`520, GBLTOW s HGLBA, H0688, HGLBC, HGLBO 7 HOT-2, 1HGT-3, HGT-4 8 UFP10-SD83 9 URFP Product Description Adjustable Post Base Adjustable Post Balsa Adjul sible Pot Base Post Cap Post Cap Embedded Column Bose Embedded Column Be" Bolted column capewilh WI ranging from 3.114"to 9.1r2" and W2 ranging from 3-WO" to7112" Scrswed column caps with W1 rongdng:lrom 3.1W to 9.117 and W2 ranging from 3.d/B" to 7-1/2" Concealed Peat Tie Some Emboddod Poet Bees Embedded Post Base Embedded Column Base Light Post Cap Moment Peat Base Embedded Pod Use Embedded Post Base Round Post Satre Post Cap Postcop Post Base Retrofit Post Baas Product Dewricklan Foundation Flat RetraBt Foundation Pate Girder Hanger Glulam Bearing Plats Aluam Bearing Pate Heavy Glulam Barring Plate Heavy GhderTiodown Universal Foundation Pate Universal Retrofit Fouhdason Pads Simpson Strong -Tie 2020 FBC Approved Products For dfreCt Anxs to an SST approvals Aded lialow, CLICK HERE For additional Information regardp9 r-lodds'a 8tseawkie Product Approval syatom and Marill Wds county Updated 1240/2020• Nagar at Acseptadae.(NON. CLICK H ERE ELiltQ4406BS >'tj Product bescirfollion 1 A21, A23, AA A34, AK A44 Angles 2 APA21, APA4, APAS, APVA21, APVA4, APVAB Outdoor Accents Angles 3 APB44, APS44R, APVBeO. APB68R, APBW, APB88R, APS1010. APM01OR, APVi344. Outdoor Acoarn Roca Beres APVB44R; APVB88, APVBWR, APVOSe, APVB86R, APVB1010, APV8101OR 4 APWT2-4, APDJT2R�-4, APDJT2-0, APUJT2R-8; APVDJT2-4, APVOJT2R-4, APVDJT24 Outdoor Accents Dock Joist Ties APVDJT2R-a 8 APHH46, APHH4$R, APHH610, APHH61 OR Outdoor Amara Heavy Hangar 8 APL4, APL8; APT4, AP49, APVL4, APVL8, APVT4, APVT@ Outdoor Amerits L and T Beam•to-Column Ties 7 AQLH24;,APLH24fi, APLH28, APLH28R, APLH2W, APLH21OR Qatdoor Acents Light Hangent 8 SV'LZ Brick Venisor Ladger Connector 9 CBT2Z, CST4Z Concealed Baam-Ies 10 CJT3Z, CJT42', CJr5Z, CJTBZ Concealed Joist Ties 11 DJT14 VackJo6tTie 12 DS Dry Wall Stop 13 FC4. FC8 Framing Clips 14 FWAW Foundation Wall Ana" 16 GA1,GA2 Gusset: Angles 15 H2A, H2.57, H8, H10A•2, H10S, H14, HGA10 HurdosneTl% 17 HCJTZ Heavy ConcosledJoist Tie 18 HH4, HHB Header Hangers 19 K13S1Z knso-Brace Stabilizer 20 L30, L6% L70, L90 Angles 21 LCE4 Post Cap 22 LS30, L860, L570, LSW Slrwable Angles 23 LSCZ Adjustable8bir Stringer Connector 24 LSS.12812 L135J28RZ, L.SSJ2812, LM28RZ, L.SSJ21OLZ, LSW21ORZ Field Adjustable Jack Hanger 25 LSSR1 al, LSSR21, LSSR2.37, 1,SSR2W, LSSR210.2 LSSR410 Field Adjustable Slopeable/Skewable Hanger 29 LTP41. LTP5 Tie Plates 27 ML232, M_24Z. ML2K, ML2.8Z, ML2107 Angles 28 MMHB Roof Tla-DarW 29 MMHC Hinged'Roof Connector 30 MMLU28, MMLU26-2, MMLU28, MMLU28"2, MMLU210, MMLUi211, MMLUI39, MMLU13," Face -Mount Hangers 31 RBC.RBCP Roof BoundaryClips '32 RST-S RrwfTirpovm 33 RTC22Z, RTC42, RT= RTC44 Rigid Tie Cornnecton 34 WC, STCT, DTM HTC4 Truss Clips 35 TJ037, TJO57 Truss Jack Clips 36 22, Z4, Z44 Panel SlIftnor CIOS FLAM0447-RB SW Product 14p0l- Num hot or Name 1 AHEP 2, DSC211-4-083, DSC2L<SD83, DSESR &b63, DSC5L-6O33 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2,2, HHRC42, MH110424, HHRC411 51, HHRC44, HHRC523/8.25, H+4R05.37C,1.1Z HHROW 6 HRC1.81, HR= 7 LRU28, LRU28, LRU210, LRU212 8 LSU28,LSSU28,LSSU210 9 TBE4, TBE@ 10 TC24, TC26, 7C28 1 I THA29, THA213, THA21 B, TRA21 5-2, THAM2, THA413, THA418, THAC418, THA422, THAC422 THA428, T HA422-2, THA428-2 12 THAI1,01122, T14AF2,08122, THAY2.1r22, THAI222, THAI322, THAl3522, THAK22 13 THAL422,THAR422 14 THJA20, LTWA28, LTHMA 15 THJM24.SD83, THJM2-5.8D83, THJU28, THJU28-W 18 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 15 VTCR Simpson Strong Tie 2020 FBC Approved Products Updated IIr"2o For Ono inks to M 88T spprovals Aced MIaW, [LICK HERE Far sddsional intonewpcn regard" FtanAe's 8tatewWa Pfodltoi Approval System end M W*lXde Canty HotWa of flunieptance4NOA), QWit, VENE. FL610486-R8 Bari ProduetMedel.NumhararNams 1 RT, Errs, BTH Brick Ties 2 CMST12, CMST14, CMSTCIB Coiled Strape 3 CS14. CS18, CS18, CS20, C822 Coiled Straps 4 CSHP18, CSHP20 Coiled (Straps, 6 OTS218 Compresslonr onsionStrap 8 DSP, SSP, TSP Stud to Plate tis 7 HI, H10A, H2.5A, H3, HO, H72, 1­118, MISS, H1S-2, HIS-25 HurrlcamaTin 8 HGPT-2;.HGT3, HOT-4 HeavyCSidermodown 9 H524 HurrioanoTte 10 HSS2-8DS1 5, HSS2-2-SDS3. HSS2-36�, HSS4-SOS3 Heavy aid Shoe 11 HST2: HUM, HST5, HSTB Straight Ste" 12 HTS16, HTS20, HTS24, HT328, HTS30. HTS30C Heavy TWO Strap 13 HTSQI BKTZ,-HTSQ2CKTZ Heavy Twat Strap 14 LFTA Light Floor Tie Anchor 16 LSTAB, LSTA12 LSTA15, LSTA18, LOTA21, LSTA24, LSTA30, LSTA36 Straight Straps 18 LST149, LSTi73 Straight Straps 17 LTOW, LTB40 Bridging i8 LTS12, LTBia, I.TSiS, LTS20 LghtTv**L81rap 19 MGT MediumG-edarTiedown 20 MST27 MST37, MST46, WOO. MST72 Straight Straps 21 MSTA9, M5TA12, MSTAib: MSTAIk MSTA21, 11ASTA24,MSTABO, MSTA36, MSTA49 Straight Straps 22 MSTC26, MSTC40, MSTCXi2, M5TCA8, M$TC78 SvaiBht Straps 23 MSTC480, MSTOeM Pre-BemShape 24 M81128, MSTI38, MSTI48, MST180, MS1172 Straight Straps 25 MTS12,'MTS18,,MTB18, MTSX,, MTS24G°, MTSM, MT630C MediurinTwistStrap 28 NCA2xiO-12, NC.A2XI2-12, NCA2fa&16, NCA200.18, NCA202-18 Bridging 27 RCWB12, RCWB14 VVao Bradorg 28 RPS18, RPS22, RPS20 Repair Plate Strap 29 RSP4 Stud to Pais Connector 30 SP1, SP2, SP4 SP9, SPS Surd Plate Tle 31 SPH4, ,4PHV, SPHB Heavy Swirl Plate Tie 32 SS1.5, SW.S, 663.SS45 Stud Shoe W ST9,.ST12. ST18.. ST22,ST292, ST2122, ST2116. ST2215, ST8215, 578224, ST0230 Straight Straps 34 T820, 7827, TSM, TB38, T1342. TB48, T864, TSM, TBBD Tension Bddging 35 TWB10, TWB12, TWB14 Wall Bmdng 38 VGT, VGTR, VOTL Variable Pitch Glider Tisdown s7 WBd06._LVBi06C, WB126, WB128C, W8143C Wan Braahrg Product DaeorlbNen 1 C8H2 376.5, 08142.370.831 CBH237x9.75 Adjustable Hip -End Connector 2 DU, DHLl, DHUTF saris hangers Drag SlrutCormectors Gable Brace Connector Hip Corner Plata a HGU3.639DS, HGU5,25SOS HGU5,50S0S, HGU5.62-SDS, HGU7.00-SDS, HGU7.26- Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 4 HGUS series hangers HipRidge Connector RafterHengar 5 HHGU525SOS, HHGU6.50-SOS; HHGU5,62-SDS, HHG1J700-SDS, HHGUi25SDS, Light Slopeable/Saewsble U Hangar 14HGUO,004SDS Trusa.Beanng Enhancer 8 HHUS'28.2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHU95.50110, Truss Clip HHUS7 25M 0 AdjL"bla Tniss Hanger 7 HSUR, HSUL, HSULC, HSULC son" horWrs Adjustable Truss Hanger Sized for I -Josef Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU25, HTU210, HTU20-2, HTU28-Z HTU210.2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer-Reetraint Variable Pitch Connectors Valley Truss Cop 10 HUCQ1.81/&SDS. HIJGXa1 81M1SD5, HUCQ210-2-SDS, HUCO210.3SD5, HUCQ310- SDS, HUCQ4iO-$0S, HUC44124SIDS, HUOQS.MG-SIDS, HU005 25M1-SIDS, HUCQ@10- BDs, HUC0812•SOS Simpson Strang Tie 2020 FBC Approved Products Updated 12r M20 For direct Inks toadl SOT aporovels lshrdbelow, CLICK HERE For addAionei Intonation rocardh9 Flatda's8isbwWe Product Approval System and MOM4)ads County Notice ofAaogputncs (NON. CLICK HERE, FL�t114WAII ,Qol Product MlIldillil. Numberor Name Product Doarliltlon 1 MHUS2103, HHOS210.4 JbistHebger 2 HR58, HRSB, HRS12 Strap fifes 3 14UCQ210.2-ADS, HUCQ210.3-SOS, HUOWID-908 Joist Hanger 4 THG82,T"GS3,THGSH2,THG8H3,THGSH4 Joist Hangar 5 TH002-SD83, THt O"13614.5, THGOH2,SM, THGQH34;DS4.5, THOO44•SDSS Joist Hanger e THGW35, THGM-4, THGW4-3, THIGW4-4 Joist How j 11�5 473-RS 8taa AA Produtt Model: Numbaror W Product Onefiction 1 DE fA1;,2p Doubts Embedded Truss Anchor 2 FGTR, KGTRHL, FOTRHR Girder Retrofg Anchor 9 HiQ H18S, H1S-2, 1-1104S HulricaneTie 4 HFTA12, HECA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI8, HIFTAL20 Embedded Truss Anchor 8 HGAMIQ HM9 Masonry retrofhoonnectors 7 HHETAiB, HHEfA20, HHETA24, HHETA40, Heavy Embedded Truss Anchor. 8 LGT2, LGT3-8VS2.A LGT4SDS3 Girder T* wn 9 LTA2 Lateral Truss Anchor 10 METAi2, METAIe, META18, META20, MEFA24, META40. Embedded Truss Anchor 11 M$TAM24, MSTAM3B, MSTCM40, M8TCM60 SbapTie for Masonry 12 MTS11i MTSM20; HTSMIE;14TSN20 7 Wist Strap for Masonry FIL&II108-116 AW Pr'oductModel. Numbstrcr Name Product DasorLadtpn 1 OTTI Z DwK Tension Tie 2 HD12, H010 Balled Holdowns S HD38, HWB, HD7B HDOU Bolted Holdowne 4 HTT4, HTTS, HTTS•314 Tension Tie% 5 LTT19, LTT$OS, L7TI31 Light Terhion Ties Bag Product Wdel. Number or Mom Product Dowers ion 1 SB518x24, SKM24; 8131x30 96 Anchor Sots 2 SST816, SST820, SSTB24, S$T-B28, SSTB34, SM3e, SSTBIBL, SSTB20L,SSTB24L, SSTSAncbor Botts SST528L FL#i,1t8r247a{ ,IOW Product Model. Numberier Noma I CMST12, CMS7.14, CM87`0I6, C314, CS16, CS18, CS30rCS22 2 HRSB, HRSB, H'RS12, FHA", FHAD, FHAi2, FHA18: FHA24, FHA30, MSTI28, MST138, MST1481 MSTI80, MSTI72 SIMST27, SIMST37, 8/MST48 3 HTS76, HTS10, HTS24, HTS28: HTWO, HTSWC 4 LSTA3Q LSTA30, LSTI49, LSTI79, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 a Lt3TA9, LSTA12, LST'A15, LSTAIS, LOTA21, LSTA24, 9T292, ST2122. ST2116, ST2215 6 LSUB1,13-25, OUSH3.25, MSUBH&25 7 LTPS 6 LTS12, Livia, LT818, LT820 8 MSTA30, MOTA36, 5T8215, ST6224, ST6, ST12, STI $, ST22; MSTC25, MSTC40, MSTC52 10 MSTC@8, MSTC78, STVW 11 MT812, MTSie, MTS18, MT= MTS30, MTS240, MT0300 12 &W.66,'SJB1,81, 8182.08, SIM-37, 8111N25S S/B2,86, 818312; 5103.6e, 61133,82, VB4.05, 4fe4AZ QM28, &84.7v, SIB5,50 18 SMA21218, S1BA2,12M0.. SeA212/12, SIBA2,12/14, SIBA4.1818, B6A4.1Wi0, "A4.18112, SIBMAI 14 14 WH1A 15 S)f DW, S/1-1089, SIRD10S, SHO1011, SIHDi5S, SMOISS 18 S/HDU4, SHDUS, S1HDU9, 6IHDU11 17 &JCT„ SMJC.T Product Llsticrintlot Coiled Straps Shape 97 mu (12 gp) Heavy Tvdst S"pe Straps 43 mil (IS ga) Straps 33 mn (20 Re) Bridging Connector Lateral Tle Plate Light Twist Straps Shape 54 mil (16 go) 9baps as ed (14 go,) Medium TwdstStrsps Top Flange Jost Hangers Top Flange Jost Hangars Hurnarnsi Tis Holdowns, Holdowro joist Hangers 0>:slit ion Concealed hangers Face-mount.(OU, OHU) and top -thrice (DHUTF) hangers avallabip in widths ranging from 1-911 W to 3-9/18" and hg9ghts ranging from 9,116" to 23.1SM8". Fa0wmount hangers Face -mount have%available in widths ran Ing from I-Wir to 7- &8" and hatghte ranging from WWI to 12-761 Face -mount hangers Face -mount hangers Skewed face -mount hangars available in widths ranging from 3- 1/8" to 5-1/8" and heights norii g from 43/4" to 164W. Concealed flangpvenrpn (HSURC, HSULC) available for call double 2X and 4X modole; a* acutaflange As concealed. Fao o,4n oat hangers Face -mount hangers available In widlhssanging from 11-9118" to 7- 1/2" and heights ranging from 2-7/8"to 19.114"-Concesed fangs version (H UC) ovailablefor all models having width equal tD or greater than 2-2118" Fatx-mourn'hangens Simpson StrongTle2020 FBC Approved Products Updated 12ri0r20MP For droet Inks toall SOT approvals listed below,, CLICK HER For sddtronsl int,mi- n resenting Wonds's8tstewide PreoutApprovalSyssm end Mtsmitsda County Notka cf Acanxence INOA), i6aw", 18' SiLSV1.M. SILBV1,51, SILBV2,041. SILSV2.37, 9/LEV2.56, SAAW2,08, SRBV3,1$ Top Flange Jost Hangers S&W3.58, SlUaV3.62 S/LSV4.06, S/L8V4.12 S111-BV4.28, SILBV4.75, SA.BV5.60 19 SLTT20, FJM72Z, SIHTTI41 HTT4, HTT5 Holdowns 20 SINIJT80, SiMST72 Straps 118'mil (10 gg) 21 SP4, SP8 Stud Plate rks 22 SS'P, DSP, TSP Stud Pisa Ties 23 STC, OTC True Cilp 24 T8D22' Truss Brace Diagonal 25 TJC37 TnnoJerckConnector RX13904-R6 ProductMadel.Nombar orName 1 tX;OM3.d2•$DSrIDG, OCC3M4.62•SD6HDG, CCr]MB K0-6DSHflQ,.GCTQM4-82-SD6G, OCrOwe230SG, CCTQM5.50-S060, CCOOV3A2SDS0, CCCQM4,82-SbSG, CCC.QM6.50SDSG 2 ECCLQM3A2G-KT, ECCLQM4A2G-KT, EGCLQM5.SDG-KT, ECC(.LOMD3.e2G-Kr, E0CLLQMD4,82G•KT, ECCLLQ1VID6.$OG-Kr, ECCLRQMD3.620-0. ECCLRQMD4,62G- Kr. ECCLRQMD3.5UG-KT 3 HGUM5.25. HOUM5.50, HGUM7,00, HGUM7.26, HKIIJM9.00 4 LGUMM2, LGUM26.3 LGUM254. LGUM2&2, LGUM28-3, LGUM25.4, LGUM210.2, LGUM210-3. LCUM21D•A, LGUWS,'LGUM46, LGUM410 5 M8HA&12/9,25, MSHA3.12111.25,MBHA3.56/7.25, MBHA3.5619:25, MBHA3S8/11.25. MSHA&SOM1.88, MSHA3.68/14, MBHA3.6916, MSHA3,5Brt8, MBHA5.6W.25, MSHA5.50A14.25, MBHA5 5W1 25, MSHA5.Wll l,88. MSHAZ SW4, MBHA5 SOM8, MBHA5.50i18 6 MSHtU3,150.25, MBHU3,691"11,25i MBHU3.58111.68, MSHU3.W14. 1NBFtW8,5tV18, MSHU386ff8, MSHU5.50M.26, MSHU5,WII.26, MBHU5.60111.118, MBHUS-GOM4, M8HU5.SOM$ MSHUS;60he MW Product umber or No I SOVV22300, SOVV22=,SOW32435,SQ=458, SDVS1225p0, SDWZ=, 910W126W,, SDV1m694 2 SDMIS45Q, SDWC1SB00 a SDWHIQ=D% iSOWH1940OD8, SDW4400OODS, 5DWH19800138,'SDWH'791000D8 4 50M274QOG- SOWH278003. SDWH2780DO. SOWi2710000, SDWH2712DDO 5 SDWS16212. $DWt318300, SDWS15312, SOW518400 e SDVVSISaC)0, SOWS19712,, SOW622400,SDWS225OO,SDAw251Z Sowls22t100, SDWS22800, SOWS22900, SOM221000, SDW8221100, SDVV=l200, SDWS221500 7 SDV> =SDQDB,'SOWS22400DB, SOWS22WODB, SOWS22BOODS, SOWWWODS, SDV=1000DB 8 SDWS72312OBS, SDW822517DBB 9 SDW927800SS, SDWS77400SS; SEAPVS2750OSS, SDWS27800SS. SDWS27800SS, SDWS271IMOSS, SDWS2712t10SS 10 SOM13400 11 STH22 Product Daaedotion Masonry Pier Caps Masonry Pler Caps Heavy Masonry Hangers Masonry Beam Hangers MnonryTop Flange Beam Hangers Masonry Boom Hangars Pro impowflartlsn Sttong-Dtivrl SOW EWP-PLY and TRUSS -PLY Streak Strong -Drive SDWC TRUSS &mew Strong-DrlveSDWH TIMBER HEXSorow Strong -Drive SOWH TIMBER -HEX H DG sore* Strong -Driver SOWS FRAMING Screw Strong-Onve SDW'3 TIMBER Screw (interior Grade) Strong -Drive SDWS TIMBER Screw (Exterior Grode) Outdoor Acceria Structural Wood Screw Stroag.DrlvdSDWSTtMBER 85senew. Strong-Ds*oSD%W SOLE -TO -RIM 9brow Outdoor Accents HexJieod Washer FL_ 5343-R3 MS P_(g(jitg AWill hWilitarorName Product 2Mfttlan i AS 18. ASISM, AS i g6@ 18 go Truss Path 2 AS 2DHS 20 ga, High Strength Truss Psis 3 AS-20 20 ga. Truce Pate 4 ASHP Hinge Plato Connector au ,duptMedal-Numbag ro Nema 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GOPM,SD, ODPM-75, GDPM-100. GOP$, GW-60, GW 75, GWA DO, GTH 0aaecbtatedIntonate and deembiks 3 POPA, PDPA-K, PDPA-MQ, PDPAT, PDPAT•IG PILAW, PIMMP, PINWP-W, POPAWL, Powder -actuated foeteners, thmaded allude, and assamblies PDPAWL-MG, PSVL3, PSVLS-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor forconorete Simpson Strong Tie 2020 FBC Approved Products emFor direct links to M 8ST approvals plod belin, CLICK HERE Far adIlksia immnapon regsrdhe Flows 8tslswWa Produal Approval System and MW44)aO County Updatea12r30r202o No" of Asospasoe (NOA), g ,CK H ERE. id HUS, HUSC sahos hangers Peowmatum hangers avaliable In widths rangingfrom.d-518" to 3- 9116"and heights ranging from 4,5M8" sr d 1" Cmenled Range vereklm (4 USC) available for modsk having width equalto or greatertitan 34MG". 12 lusseries+hangers Face -mount hangaw avpUabkr in widths fangirrg from 1-708" to 3- 5/8" and helpnta ranging from 94X1 to 10' 13 LGU3.25S0S, LGU3.83-90S, LGUS 25408 Face nwunt hangars 14. UJ24, LU28, LU28, LU210 Foce-mount hangars iS LUC28Z, LUC2102 Face -mount hangers 15 LUS sorbs hangars Faco-mount hangers available In wdths ranging from 1.9116" to 4- S/8" and heights ranging from 3" to 11115/1V' 1,7 MGU&W-SDS, MG1.15,25-6DS, MG1.15.50-SD.S, MGU5.82-SDS, MGU7,00-SOS Foos -mount hangers 18 MIU swim hangers Fadamount hangers available in widths ranging from 1.9N8"'s15" 118" and hoightsnanging from 8 16/18 to 19,112-. 19 MUS20 MU828 Face -mount hangers 20 SUR, SUL, SURD, SULC serifshahgora Skewed face -mount Jungers ovatiabiein widths ranging from l- 9/1$" to, 3-9r181 and heights ranging from 3-Vi W to 1"14" Concealed flange version (SURC, SULC) avallable for all double 2X and 4X model; on ly souse fiarige is oonosakd, 21 U letter hangers Face -mount hangers available in Wdfhs rangingfrom 1-9118" tin 8" and helghts ranging from 2-518" to 11.114" PRAM tr881-RB ,yg j Product Model. Num�r or NormaProduct Dinarlition 1 SA satin hangers Top flonge hangars available in widths ranging from 141`10' to 7- 1f5"and heights fangino from 7-1/6'to SO', 2 DG13F satin hangers Top flange hangers available In wldtlrs ranging from 3.5/8" tp 7- 1/8" and heights novii'ig tram 9.114" to 74'. 3 DOF series hangers Top filings hangars avaiable In width ranging fmm 1-117'to 3- M" and heights ranging from 7-1/4"to 240, 4 bGHF Ashes nangeno Top flange hangars available in WOO" long Ing from 1.314"to 3- 56' and heights ranging from 9-1 f4" to 241, 5 E05, EG7, EG9 satin hangars Top tiartgrr hangars avalabts In widths ranging from 5.114" to 8- 718" and heights ranging from 11"to 32.1M. 8 EGO series hangars Top flange hangars available in widths ranging from 3.618"to 7- 1/4" and heights ranging from I I414" to 37'. 7 GI.S sores hangars Saddle hangars oveiY bjs in widths ranging from $110to S-7r8" and heights ranging from 8-1/2" to28". 8 GLTV sorim hangers Top nerige hangereavaitable 4n widths raining from $-1 r4"td7- i/5" and heights ranging from 1 Vic, 32' 9 HS son" hangars Top flange hangars avauable in wndthe ranging from 1-e/18" to 7- 1/2" and heiohis ranging from &`to 30" 10 HGLS series hangers Saddle hangers eavailablis in wddtha ranging from 5.174'to 508" and heights tonging from 10-Ire to 28", 11 HGLT sorbs hangers Top flange hangers avanable in wtdfM fanging from 3-114" to 5- 718" and heights tonging from 7-1 r7'to 32' 12 HBLTV series hangers Top flange hangers available In widths ranging from 3-114" to 7- 118" and heights ranging from 14" to W' 13 HIT series hangers Top flange hangers Invariable to wldtha ranging {nxn 24110" Ao 3- 9I18" arnt nelghis ranging from I &, to W1. 14 HUSTFsenashangpr8 Top flange jbisthangemavailable IWOW rangingfrom3T18"to 3.9H8" and heights ranging from 5.3/8" to 19.118" 15 HUTF. HUCTF aeries hangers Top flange hangers available in widths ranging from I.9116"to 5- 1/T'and heights ranging Yfom 3-7118"'to IV' Concealed flange version (HU.CTF)arvaiiable.foranmodels homing wk hequal,toor greaterthan 2VIIS". 16 HWP satin hangers Top flunge hangers available In writhe ranging from 1.1AMW to 7- ir8" and helghts ranging from 5.3/8"to N' 17 HWPH miss bangers: Top flange hangets available In widths ranging ffom I O9 I "to 7- 1/2" and heights ranging from S3f8" to 37' 18 ITS series hangers Top flange hangers available In widths ranging from 1.911 &' to 3- SM" and heights ranging from'9.1 N'to 18' 19 JB aerhaa hangers Top Mange hangers avaliable In width of14M8" and heights rarrging from 5-"" to 7.114" 20 JBAserleshangers Top flange hangers available In width ofl-91f8"andheights rang rig from 9.8h 8 io 13-10' Simpson Strong TIe2020 FBC Approved Products updated f2rKf2o20- For drsal Inks twell SSTapprovaa listed Wow, CLICK HERE For addtbnal infamadan rsgerdh9 Nomk's&*Awlds PrcdudApproval System rid Mami4)ade County Nara of Amotance (NOA), @101 HERE, 5 SE7-XP Adhesive Anohoriorconcrete B Strong.aos2 (STB2. ST82-48A 6T92•68S) Strong -Bole 2 Wedge Anchor fat conarete sysliable In carbon steel and Typas 304 and 316 saln loss steel 7 Tifen HD (THD-H, THD-HMG. THD-H4SS, THD-MSS, THD-CA, THD CSBSM Then HD Heavy Duty Screw Anchor for ooncrate and masonry available with hen hand In carbon steel and Types 304 and 318 stainless steel, or with countersunk had in carbon skis) and Type 316 doinleas steel 8 Titan HD Rod Coupler (rH037834RC, THD5O994RC) Tien HO Threaded Rod Coupler for concrete 9 T1len HD Threaded Rod Hanger(THDB25188RK THOS571581111, THD37212RH, Thin HD Threaded Rod Hanger for concrete THD50ZURH, THD102121RH{) 10 Wedge -All (WA) Wedge -All Anchor for masonry >� Product Misdrl. Num,bor or Norma 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (STEM 5 Titan 2 (TTN2) 0 Titan HD (THD•H4SS, THD-HBSS, THO-CSOM 7 Titan Turbo (TNT) FLM189S7-R3 A4 1 X3461018-SK,XMO16.X181Q184K,X01S101e,XQ1S1018-4K 2 XL01I4T1224. =1141312244K 3 XMOI 1481224, XMQ11481224-2K 4 XQ1I4S1224, XQ11481224.2,5K, X11491224, XQ11251224, XQ1 1281 224-2K 5 XU34S1018, )(U34B10104K FLMS1120.110 ald 1 OSSCB49.3; OSSCi348, OSSCB48, DBMS 2 FCB4&5, FC8455. FC647,5. FCB49,5, FCB4115 3 FPHSD34SiCi8, FPHSC3481018, FPH00348101t1-SK. fPH8034.91214, FPMSD3431214, FPHSD34B12144K 4 LSFC 2.25. LSFC4.25, tSFC6.25, SFC225, SF04.26, SFCG 25 6 LSW45t6. LS-RC8.28, SS0225, SSC4,2rx SSCS.25, MSSC2.26, MWC4.25, MSSC925, MSSCiL28KW, MSBCe 25KW 8 RCKWB, RCKV15.5, RC.KW7;6, RCKW3S, RCKW5.5S 7 SCS43.5, 30845.5, SC847.5, SCB49.5, 9C8411.5, M3C84"s5, MSCS47 5 6 SCS32.5W, SCS62-W, SCS82.8/118. SCS82-&118 9 SCW3.25, SCW5.5 10 SJC8.26, SJC10:25, MSJC8,2b, MSJC10,25 11 S883.518 12 XL5H3481414,XLSFTr5BT414 13 X01S1p18, XO1310164K XQi61214. XQ1B12143,SK, X07831224, XQ7$81224.3K, X01148/ 224, =1481224-2.3K, 3W11281224, X0112812242K, X84B1016-SK, X1S101 @, X161018.41C, X1S1214, XiB1214.3 5K Product onorlation AT-XP HIgh-Strength Acrylic Adhesive for concrallot or masonry ET -HP Epoxy Adhesive for masonry SET-XP H Igh-Strength Epoxy Adheebefor masonry Senng-Bok2 Wedge Anchor for masonry Than 2 Screw Anchor for Concrete TBen HO Heavy -Duty Screw Anchor for ccnaete svatkble In 304 or 318 stalnless.steel wlth hex head, antd318 still fnless steel with muntersunk head, Than Turbo Sorew Anchor for oaascrets or masonry Product Defonption #TD40 Strong -Drive XMetala9e8-Drilling, Trapping Igprews with N3 DHII Pont 412.24 Strong -Drive XL Large -Head Motel SoY TAUling, Tapping t3asws Will 05 Dili Poinland Large Dlamekr Hex Washer Heed #12 24 Strong-DrlveXM Mediurn.Heed Mortal Sel ,001ing, Topping Sol" vd I #6 Drill Point and Medium Diameter Hex 012-24 Strong -Drive X Metal WDrilling, Topping SdrmNla with K WAIT Point #1016 Strong -Drive XU Mstal.SeN DnIIIn p, Tapping Screws with #i Drill Point Product Dowltation Bypass FromIng Drift Strut Connector Bypass Framing Fated-ClIp Corneelor 010.10 and 912-14 StionSZOve FPHSO Froming4o-CPS Self - Drilling. Topping Screws Steel Framing Connector Sheet SWd. Connectors Rigid KneeWellConneamr Bypass FroraMg 811ide-Clip Connector Bypass Frorlitrg Connector Head -of -Wolf Slide -Clip Connector Stsd Joist Connectors Bypass Framing Slid Clip Strut Connector #14-14 Strong-Odys XLSH Shouldered Self-DrWing, Topping Screws 910-10. 412-14. and #12.24 Strong -Drive X Metal Self-Dnlpng, Tapping Screws O O CAI j O U f✓ O O� .� � C a CU0- O .� U 4- O L_ _0 C =O U- O .� '0 f` Q) L O Q .C= � � IQ. -0 V Q Z 11- � � o V a, Q- r_•a CD = eo ch N N 6a Q 61 U Co. 6r- C ale 0 $ M L N C M C} 9 r1' Nl }, C L .= C 1a7 :9 w SHEET NO. PA 1.2 �te�urr PcTiru�ah,�er;es�Itac> PGTItadostirks,Tuc, I�dtritts. its. irrnps ROM surzt seas+, Roomm Nil'TICE OF ACCM_4X' : E''iDE 1t StT�Id "IED NOTICE AiCCMANC-7 ' EMENCE WSMUTM �� 06r JIdoTOR1'A BGilllGidiG op CF$ aR'17aa 33M-'W4 ' INGARDA" CanE A 31Tt3iSi orris li F (" 315-250 F �'1$lQ 3B-2'1�14 T� E (" .geC. t: EPTi�CR: XVWEL%'CE SL'B39i TED NOTICE OF AC`C)EPTANCE.('_1TOA) 1. L gwg susbnd*d mider prWb*s.NQA D. ( AIrIT�' dw CTRA�TC:E 1_ DedeDe!Qastnt� � arf asttl �aaomeic'Rrsaituvt3s {R.ER PGT Ititft&ies, Tic,, A. DRAWINGS $. TMS (�c�a►npndO) t � 1079 Tec> � D rt4 1_ I41 anuftchav6 tiie:¢mkV and sectioans. 5. Test iVort on 1) Airifi*ation Teak per FBC, TAS 20'2-94 Scors�Tea #t#x4W . a 114167. Umfan��StaticAirP � Tit,VwFBC,TAS2D2-9� � ; 2j, iER�Ai. DNS _ T 2. No. 6.4, t -VW � DomliOA�LW. 36t h 1 3)Water Rcs�oc Ttst per FK. TAS 202-94- 1_ Notice ofA ISa.154M8.14 Wavd toVision Lzmaed foram 'IhisNcxA.is nttslear flmeapp rbir m .see$ulei as vem�ao du.�tseol slru onmat is ibe .�l r:f 21, 1 act trs< +3at 1 113. v!& � A dated 4) {; � p TfflMR�IBC. TAS AS $ � �Ott { F.ztttior Fstras�emr#ot �'1'is�do�vs and Doris _ dated 0$t 31i , doctaned� _ be�rancm°+�s aaici a *quest byNkmi l lrcte faw#yR£R 1 dt tt;oatr tSestboatm - i y �RE-- 17%t, per FBC.. TAS 2U44 2_ fi oat +e to A�eocptance+NaL Itf4t9r20,Qg issued Vietxta I: t+es3 t uea `R�`E #►evsed is A Iiada . seat �atb�rareaa�sr b Ittr �ii+Avan�JicOzaa {AID'j• T;T'S a�g '� ��F��. , C.ats� y This]ROAeO"notbev aflerh�e wgvvi i wd * dtHo-faWr.Tlsa)&=4 x*C 43WV odnct Ce"al Secaan B. dr:mmp aW =Wbuon 4*gm t o€" tyl didiq glass ri a, prepared 100 Tan 2S2 and14O*r Sales (n-R' ) Rigid PVC Ext"r E>&.siens for ter ear fi�ade ) a & A1fr t a to to na.de ( `+Cj�sirser,ao raze: nght to have tiara. t�tsgg Inc -Test Into. k7'i. �►4➢, datrx! 11 W'0mdt€rws and Dottr�"'q dates I,lib, e�Piiing en 12�9i11. pr ctar dtesbedfa > C1tAa�nnmctpaspz _I7fthfsPcachet4rmaie edF slap t6eaEcegted 1- Tea trepetltoat S�1Tt R"StAts ,Aiar TesBC, TAS 201�9�#2{��4 s+�� td�►T Rtp�ti ��o s>�iei a�pd A•� � j3qYCTiCW1Wd �tss4e TIC - 1>a • 'fir' D1ttg�, F: L'. (%rsi te!pa�t � Oa 12�%15 Nrii Qwl'YI%7 3_ Na�rE,uf I�Ftr I.5-9'�?.5;15 ls�+d h! V�IQII F,x�n�n i:�it�ed 1'Iar w�snn0'&e-� l=turd* oftuck*stray-andTheAWmyiw+aaisecelymvoke.madifi, ,Ptt—tm itSgerl#3C_TAS203-% �6_ Thtst(wrton 1).Air�#mTest,per FW,TAS 202-94''�i�a►wtt�Coattled(lsiatrda'LamiOost+ed� R�eR3�dP�TCE ~Lo�'F.�ctrndoasft�t mope"Sae .use of with p oitmc-t• or wake64 wiWn their jurWxbo& PYA wst:ves, the zktt to tnoke this - U acce it is determined1�y.I i-Dade Ct dtyPsachat Cc Sectiontaint this p,ad4 t ofm+hiesial faits .to `up dais area is> tm d of �"gam door 0F_9R" W 2) p Static As � Test, pwIBC, TAS 202•�" NVIn ours and Doors": et i 08f 13115- w 09130119. nmct dae. vin a a� bmldiag code< by Fe attfm Toting I *= lam`„ Test Repw No fTL 1717. d; ted 1'1i1 452 sipW and 3) Water Re*tm x Ted., per FBG. TAS 20244. 4. Nbt�t +1€Acerptamce No. 1"711',Q2 issued to ENF.RGi F Sobtions USA. Ibis paodpct i$:pprm as desgn d3tt ti etad]ms bevels designed to ce1 y w ttte Florida HtsilctiagCode: sealed by Id0mis ega, P_ E_ (Test .rat wdied tbt 024546 and 02 An d) 4j Large Mosde Impact Test per FBC, TAS 2'01-94 Imo. for their ` TAN. 3NO and 1AgWer Shades (No* -tibiae) Rigid PVC EnedDr 1 Tent ftpon on .1. Air b4butim Test, Per F3C, TAS 202-94 5) Cydic Wind Ptiesme Lew " FBC. TAS 20394 €x�a*= for'R�indexws a W Donetsdated 0911 S11b: expamg oat 0Z%21_ 2) oa Statue Air Pmmsr Tka, per FBC, TAS 2M" aloft with method=amp drawmp and imst�lafmoa d 1�' of 1 door; L 'Notice v fA No:16471Lt}4 ism to FNE1tGT F� Swo!Ldim USA, DE,S�O�T: Stz'Les "�f 76VI770";�iityl wog t�s Door (ILeiefnraed) rrhad 9dp & Imo° toe�der�-L.b[3, - t� .tyiFSES t :+iL 1f: t*r dtr" T: No • Di[ hOsig .B .Items B, tit#ed •`V ' DvoeIcors shreb 3) Water R Test, per FW,, TAS 2Q2-04. F Testing Lab, be., Test Dort -No. FTL g 4-4 I dOn& 12�4* si � farthar "1�►ae a L%btlr Mader of Cap Coated Rigid PVC ZzimUr °` nqi x dasg ( 4 j, a 7m dtTest per FBC_ '1"A ?0i 4 heat ►* #ar R''indows and Doan- dated 0911511d; a tog cm MOO - I 21 of21.#nVaedbymsmm! w;iii , doed 10/bYl l road is wviwd on 021t11/27 L gard and sealed by � by Idakuu � P. E (Test n w sped on,02/1512014) A_ Lynn M PY—. bearlugtteUbmi-DadeC ov atyProdretCox* tReunvnvb1MP with 1rieNotim of 5)r t .yc]lc �'st d •� .L�F�e+r FB�C_ TAS 203-94 7. Taut on 1) j,Ja ifvm2 Static Air Fxesw a "Pest W FW. TAS 202-94 6, Net afArneptaamce No. I6-Q 1A to ENER�GI F+d�ttst�an sdb im USDA, AoccptaaeerYa+mbramd wipirationdie byrarse -Da4e Casty fto* ctCoftvI Section io6)1*�d , per 2 TAS =44 Latge ale lit Test FBC, TAS 1201-�94 1:�. for Meer A* Rod F C E�'iorEs#1'pdons for'i indows atd Doors" dated FACTRATL G; Y.d t9utdi�ruly3t deImpaetite t I d v' amdina to diiagcrm c(vinyl didirg 'door, pepa rd• 3) Cyr%c Wmd Pose Lealdmgpnr MTAS 203-94 D8110� 7, �qoi on 92�28f18. 1 etw:o: byF on � Lab- hw_ Test Rq tt No. FTL $5.46, dated 1 ilOt�lt5; signed and alatg Vift iEed-V diaowi np=4 � diagram arf�tyl sbdin� gia�s dom p M 7_ Teat xepartis N(�s).10-M-7912M 10- 6M0527. 5357534V Per ASMW--14, celiulom ASTMD-b35, issued R T Lab, Inc,1 _ Sty rabic 1(siteet 7) and tartar (sheet fat alspkcableS u:air ames, design presssaes. n typ+e` � by 1d51� P_ E,. (Test stpaat used on 011Q4ri0 and 021111201b) by Fea on Ti est epart No. M OU eS A-1 ttmu A-24 dated AST3NII319�9 sued ue by EXOVA to Vim F.x far *W types 4kr sct(w iabli -1 ilk 84_*w-" 7- ) � ss�r�srlaycut�e�sxee�dreoaents in 11 thm 16 3. Tea# zit tat 1) Air Test, Per FBC, TAS ?t>294 1I/1+3II0, d and t� 1y large A Canso, F. E. (,SubtN►tfh�d #tteda7'11�0_�f Nta* f�- �moP+�te rn�etml c -Nay► ltagsd Wlsitc l Tim) & PPVCas d Brovae[ eaeeII dor lsaua+atet[j a Rigid PVC tc eK 2,l I 'ate Static Aw a 'hst., per FBC. TAS 12.94 dt$7.401 ('SAbmtked wider MA No,11-810Z 4) 2_ LisledparTd (Nosi s 3)'9 SW Ramunce Test, per F'BC, TAS 202-96 S Test report an 1) Atr.IsdtltmtminTest,, per FBC, TAS 02-94 B_ N. oiAceeptanncel4o 14-916.1T owd toXmzay Ames., Inc- f w air 3. E"s tt mmWedoam tut wrA zaau ckw WU#h'1W1reqPrWFBC squitemu nt. a$ tic: 4) L W N**Ie Ya zTest pea' FBC, TAS 301-04 1Umftxm; Stalk Air PPne m Tka, per FUC, TAS 202•94 S�e9t,ftNa (Clem' and W W*) TatWbyer"f apiLing on 077/X1 l B. 4. $ocicet walls a:ader scrate tci be se(miratedbyl3risldti afprctt�l ) C Wind aar+r 1 FHCt TAS 20394 3? Water panne Test, }bra TAS 202-94 :_ Nati �gf Ace�eptnte b7 o:1G 1i1�►.93 issued toitrat�ty Aaaaticx Tom_ €nor f�eir F p� ay. _ ) Large � �' 4Trasi`oi0t Ulbaclese, Clear and Crag PC'B hderbr�vr , mg an 0�7A)94.9. I..�C.; ttzat s Wit; lak�1 �e s-0ra�isct'utw's�ztatme or lop, t; site a•Od 'tar � � 1~+gecitd � 1iEst, ptr.FI3C= TA,S 2(�=� 4 � Test F'$C., TAS 201�i4 Virind imme fRMWAL of �NOA ezA ds�r a tt="d "*x � bn beea�f�ikd as d"M 1ms beettub by F� mTTaftS Lab, Inc. 85477... dada IM signed 4� Fob Enhy' 1BC., TAS TAS 3-A4 ' azed � F. 1ST;�l�'TS wiled byld�is'•t�ttega; P. _ ct�eiu the q�p[icablebtssldiog,co+tl�e�triti�rel�aS+�'tii�du:�.eafthixptodtt�ct �St .re�'t� 00 02115A1bj aitntga;atvitli-�tliaw'mgs and man dsagt�tm'ttfvm}'1.� glace sib peepmed 1. State i�ta uf�ct* WithFBC'•-dn'Editioat (29141 andFBC-�ln TL tiAT1�Tgfthis NiDAwO occwafta d**xpi &fit ►dateorir hasbem it reviam orclttfW a the 4 Tit x►irt' tit 1) Air I Hivts Tom, pet C, TlIS 2Q294 by F'a mTestipg Lab, Inc- Trot Rgo�tt Vb-F TL 03337 Asj inn A-4 batted (Mn �e�d by maaur�attscr� died g811411 7; d ill sealact by Lynet 11ds71eri P E Uudbmi Static Air Pure Best. FBC TAS 2a2 94 � (mks 'r. aa s> ' um attut�ormu icpArtaEtjtie poi AudorprQoestr, l aftta NOA, 4vau m>Iyinalft t -1?� 1..1t16�14, and Wiled lirylorge A Cameo, P'. E (.Subm i9aof utRder'aV011 Nrz 21- St dmt iettt~r ofno , dated ip1f1&'1Z, issued byi s, adtretta or n p> es itf ttnta�ao afl3r s 3�T+4A Fadnreto eotnptirvtroit any 3) Watex � Ted pw FBC, X'AS 202-�94 D143' 6"F1 e� sealed by Lynn Aft dC,1'.E_ tiotaoftbbI'rt�E3l� "b cwwfm txadi�stiaasndtvwaW rfN0 4 1 � �tT�i lit , TAS 20I-9i( 3_ Lat1e[ofl it gars oFt3ae 2�tr�C ttstse is. ADS:RT ,'�T:3i NDA puree lsyme+ attic de C ty.Flmida .sstd.fnllaa�tadbgthe Cycle Wind Px�e 1Aa&VVa FBC.TAS 2" C. CAL�G'L�.AITONS. 4. RLxR. list Pmpa l No. iT-43S"1, datcd45105127;sad belt mq C a PE. ondatte Ziiiii disgtalredia *ditrtsM If �rpo*oa of6wN0A�is d id, titers it shall be 6 rotted F-taY. Test, jW FBC, TABS 1r02-94 1. Axuhe►tr � cakobtxms stud stet chiW �, an p h FBC-2'0IA � -W dxa aacod,tmtallatx>at t3tag = r _ �' � PGA dated 12�991i satxl last an i?�''l5Jlt1. -�td tr..tlyd by IN CT1 : A of tltiseatsrel�ifl►1� sshali - eD We racer lby st►e ar is dirt td�atS d by P et ri Tcstrttg Lars: Ing,, 'TO* � No. i� IL R'W dais 1 t1,51 a� Aid i,14i�r, P.E; .�iuTr�ritArd �rdtt NU.114'vy 35LL f �ICt 81 L N +arAccapncc Ntt.15-1214.+0�E' _ bred to PGTIsxcl s, their' Sam lee ava to t fthw 1a 1h a job side at t ar tlffcial W aW tayldaimis it ; P . [I t report teed eon O1 J`xtS sand (1 1.2EIt 2. Gb2tg ="*s ASTM64" 1-+D9_ '� t +S' 770� ;; i g C srslloor i onc+edl - L. 1." gam' I #t21_ Thor N"r& riiiiiV.4 #20-042t 03 mad rm lizig r+f dua� E 5AFA aawell asappf %stdoenmrminiiiaiaat_ The e>i ed z mwwatatitas rrviciiIsbaq•1 Ctasi P.E. mi r tea; F,E. I*q L 11 sup as P:1~. product troacnnl ��aif ab>c Product Control r,#e snarstiye►r pee+ltict Corhue�ra1 Vau 9p1 t yprss.yA se�.f0FsWra2D�s.w4 !�A• rg�114.',s2`31.2a.6} EX*Utka N'4tFDoAt 11Ta. ;1-1d42, 9250.3�d Ex*adon NSa[itAez i�Awv. r3i1-194Z,R3B0,A1 36 CMD 3pprevul Datst. Mareb 23y 2013 25.24121 + Fate 1 €Tl i -2 -3 °�'1Dairs ASsrcy ..?, F PGT I�eig9ttie4. lie. CGY 1%%dws and Doors, Inc. PGT Ids, Ines NQMCE Cff ACCEPI? fMXy'TDENf'E S1vjMI'IED xtl►UM CW ACC'EPTA=-. EMENCE SLMbiffT?£D NOTICE QF 41c,"p"r-AM , EV7DFNM Si.�BlIf. 2 Evdwe SubtaftM =der sub E. MATENAL MTHWAI 10M (cwb ) 3. New xvmeu* s0mi"04 A. 1D9AW7NCS e,=NUAU TIN, � AS F l Pass. AS 1051� 85Conductip8y , ���� �"'�� AcSTM E .A DRAWMC;S L DfawimgNb. W"5".t!RerB. tWW `dVinYJ S;rd4 Gb1S5Doeri(IJ4'. shell 2-190I.G.Dw*Aty4io FWPaw, (Sxftk 4ao1 tinderpsMms A'0A.t4'o..154469.85) L DmviogNar:. M--5SX0 RvvB, *kd "Vinyt Slidwif Glass DoorN0A(IJW4 , OWM I 1 timough 21 of 21, •p epavl bymamtt0atdar t, dated 10A545 and last rreised am dwough.2.1 of 2L pecpawd by >fwa%etuter, dated, 1005115 .and last, revised on-Mial, 04r. 0. migned ands by A-Lytm ram. M 6. Quwa Part A51M C519 Iteand Cotudu ivAy 2.22 BT -iw signed aed sftM by A- LynaMom, RE_ 1n_-fe=-F, ASIM F 1249 WVTR , AMU D 1434 Argon -Pais„ AS'IM E $. TESTS 21 S9 I.G_ D utabihq -Nil post; ASTM E 30 Dent Poitt Deveb m�i 20T um 48 taxi_ 1STotF This cnttsicsts tepla�cra�st of saw ea:stir� issta2lation screw withflat head. 1. Tc$r r+epotts or�-1) AirTafft*jmTe st, per FBC, TAS 20244 (Srrbtrmw nn*r'Aa4 No 1 SwD'9.t15j. g� TESTS 2) Ua form Static AirPteame Test, Lauding jw FBC. TAS 202-94 ?_ Vis>ma EU*sWiW Ltd_ Puts taq$ymg vft PVC :4AMA 30343,, Vokm1my She n I. Noah, 3) Waterx�stattt Ted, per FBC,TAS 202-94 ftur Rigid 1 t�gviuy►1 C +ile f1'VC) F.a niar Pm#s fort/ ti u Lid. Yam:I by 4) Latgr blissile Impact Test per FBC. TAS 201-94 A.AMA Fe nctotiogn E rP Ce*Gw=6on Program. (Sobwfted harder NON Na 15- 5) Cyrcbc Wind � Loading pwFW.'TAS,243 9�4 Q4"0':d' 0) f . CAI.CULA1'PLI 'S along B. wrth oed-up dMinp ad mitalistian. �d �eflu PGTIt�. Inc 'STD F�c�,1.td. Par#s� t pVCA.43�A 303-13. I_ 1+#a�.. pats Eded bedow and rued togtapfyDowsd 79i andDewsil°993 slliccooes. jWj*auitW onderNOANA 15-0449.115) p pa�sed try' fettes�n Testing La6to *o;y, Inc., Test Report's No.: #. PVC -AM" 3f)3-13, Vow r l id �y'1 Monde (FVCi bftr as D, t�isAI.TIi' d�CE F1'L-78(unit 7 is progosaDGlass h 97, PGT PW5520 PVC Fi%ed'C1�'mdow (� d to propomd). dated 09tg3114 � V us � Ltd.-VEX-1 by A_AMA F� ftlefior Ptoft� -20-U07J. MT SGD780 1. �iatIIu-Dade �t arf R�latacp sure! Economic lieavuraes (M,).). FTLAim Stidamg oar F M-V1 2107.2. PG T.C:A140 0sftW*C mt WimdcW (utdt 8 iiiptvpo,Rlj 1: I'L-30- 14. Notice of Accsiptatucce Ntr.1S-1217,Itt issed to E F 5a�d�t USA, Inc- fa E� �#.4TERL4►i. i"F.RIIFFICATIE]TTS 210T.3, PGTPW7620A Abmii uua Yard Window (nod 9 in.ptvposal) and FTL-20-2167A. fly -ran. 300 & Rght *a& ('nolt-W te') '%V* Attila PT'G Externar £chess for 1. -Notice of Acceptance Nb. IP-43MOZ inua taX arway, Awji tm.:bac'. h rthin PGT PW742.0A Abmsiawn Fitted Windm (emit 10 in propoW) darted 07/130, all signed Alk4ows`and Doors , expbmg on 02A)Q1_ "TroAfail4 Mtradear, C.1ear, sad CoW TSB Giastlntt®'layers".. eVivingionQ70t24. and seaied byldahnig Ortcgk PE_ U. Notke afAwtptate No.1"122.02 issuuol to FftesMiDa SoUhim USA, Inc for 2, Notre ofAcii:t oI 17-09OL02 isswd. toKurarxy-Aamrrko,,1kcc: Zrtbet C. CALCULATIiII�s ter set cs *'Rid a Rigid PVC Uterivar E4Gnt dm for "KIndowg and Doors', agwtogoa 4Sezft7G1*4 (Clean' and'R ) Gbmulut�evisy. 7- exp- on 07104123_ 0212 3,_ 3. Natim ofAcoeplanet No 1-1106.10 issued to Vision EnusWift lib4ed fmr for "Awt%m 1. ,Anoint' ved6tAim c*,W3h oa anti sbuct>taxal attattysiS, cauaoplyiasg with FBC '1* 12:, Neytke of Ac+oq twie No-1"203.g3 to EveV FevefttiDn Solutim USA, Tsuc_ fits Coated {minted ge Ludntated) N► dal R*M F%'f Evterio r F„xwmiwo forWi0dows E (2#PZ darted 0 0, by `a t: sigped. am1 staled bar their -Bro mze & ftht 4hade rap conned wee Rigld' PVC EsWi4ar Extrasim for mad D oore'� expifing an 0% 3(04 Apthiii ytynn Uget, P.E. NMdaw3 and Dooms*', egg on 044 M. 4 Noliet of Ac c No: 'W1104.11 isaamed to Vision Extrsiains 1iink d far dv* sew 2_ Ginning. cCwp1mitVi>lt AST11dE1S00-04. , -12 and -1d: *%T 1000 Tan 202 and 60ter s uadea,(ri'an-R1 ) Rigid CeRadttr PVC Eat+ D. Qti.4J.M A99URANCE F. STATEMMt Extrusions for Windows and Doors% aq mg an 12,29)31. A4ka NDade Dgadm W ttf'Rqpul 1Wy ;Wd Economic Resources (R . 1. Statement letter of confammmxr to FBC 70 Edition (1020), dated 0417..212t1, nand by 1, ;mod and d byAntheutryLy=MilLec lsX. F. STATEAMfTS E. M'ATERIALC'ERMWATIONS 2. Statemix, ietittex of no finandal,mtewd and of independent ssued•by fadWm. dated L Statenini f ref of coaftMew to FBC 70 Ed:eton (2028). da5d OMMI. snared by 1. Notice of Ae oce No. 19,83 A2 used IsKararar Ada, Inc. ferTbrtr 04/18120, sop" and sealed by AmthanyLynn_Miji r, P_E. f� tamuiseamled yy AWboey'Lptmt Uffi f. P.E. "T�ifels L bar+ Clear, and Color PVB ass la�tt�etta�v�erf', a on 3. Pritra#e L belt A� t between PGZ dated ,CI t1+15 and steed try at Z_ Fxffvate Labs Ate. dated il31tQ '2 i between,PGT itainstriem. Inc, and CGI 0 7 0124: bk�'psatim Windows and Do= Irtc., 4ped by Dm Iv1. Ride. P.E., V.P_ FmRkeefing on bdualf` of 1. Ncb�a of A No.1740&02 owed taKjarauwy Au a, Tnc fiu&ek both SaftT.Ghst (gear and Vie) f sIBMl YOW, takwa of 07104123_ +G. GTTl1 9 1 Notsct of Acc eptam No_ 1&110C10 issued to Vises fjdf us� Lk*' c1 for their L Tins XOAwvum NO.# I7-e4ia* "TW=l) nerd upftcs to l'BC2420 (7*LditlonI G. OTHMS `&own Coated. (Painted or Lminatted) VUte Rigid PVC ExknwE>:bv&u s 04/211M_ 1_ MisNOArerses & reben N"# 70,0429.05 OLAwCM r4ftfft 0411V26 Ibr mdetws and Dews"= expkft cm 0913tf/Z4. 2, RER Tea p uposids 01PLI155 dated 01110120, ved by Id"L Gbada P-E, 2. �e t'uatest associated PLA CGI isle #x1-41'OS:AL eacpiciag ()4i Y# . 4: Notice of Aamptanee No. is 1106M rued . to visit Exhusions Liailed fortheir 044+21- sem. NVE 100 Tan 202 and'meter diade6 (Son-VILite) Rigid CCc4tnlar PVC Eati Ern wis ms for Whufam-- and Doors . opirmig an 1MM 1. 1 O + , L 4ti r+ � �• �,+41~ Cbai� lPf. 1��g1i.Cisads, Pi. I&sq I Ci MN, �� Pro+dort Cmm+al 1Tgia soparvi�ar pkaelutt �orllrul Uai# aaprixit�vr Pfroflgot Cnaer'bl V� 5gperrtfmoa ;1itl.�i Iqs, �1-62D0.13 WCA liar 1-•4'ffM S4]A 11114316.93 E irshiaa D014., AprU Li, 2�426 �y X,*pi�rAziaa Dotal _Arita I4, 2gi 'Espira$oa Dste.,.aprd I4, 2M 4pro"I Ifs tot MAMA ss, ion Approval Da#: btsta AffrorslDstel it-4 E4 (D N O� .� Q c o c ca �- 0 0 � o O 0 E U_ CU .Ln -0 Cn 0 O ;E � C. r� W J Cn E z Cn Cn M 2> s` CL O Q L_ U O L �J V CU m F_ O L W� z J z J SHEET N0. PA 1.3 May 27, 2022 MIAM MUbQ-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11905 SW 26 SUtet. Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (766) 313-2s99 NOTICE OF ACCEPTANCE (NOA) W",miamldade."Weconomy Cast Crete USA, LLC 63U County Road 579 Seffner, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (Aim, This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: (Cast -Crete) 4", 6" & 12" I1igh Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSII.E IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable budding code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manutitcdue of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida,, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy ofihhis entire NOA shall be provided to the user by the manufacturer or its distributors and sball be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mahar, P.E., M.S. rIIJ A,4_1 NOA No. 204KM.15 Expiration Date., 09/1 V2023 0812o%7e2o Approval Date:08n0/2020 Page 1 Cut -Crete USA, LLC NOTICE OF ACCEPTANCE._. _ EVIDENCE SUBMITTE-D 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612 titled "Precast and Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 2& 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4 ", 6" & I2" Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-52 9-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E, signed and sealed by Craig Parrino, P.E. I Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Case -Crete Quality 4stem Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No, FD461Z titled "Precast and Prestressed Lintel Details". sheet 1 of 1, prepared by Craig Perrino, P.E., dated March 24, 2001 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Sqfe Load Tables", sheets I through 3 of 3, prepared by Craig Parrbso, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Coanry Building Code Compliance Office. E. MATERIAL CERTIFICATIONS L None. elmy A. Maker, P.E., M.S. Pi net Control Section Supervisor NOA No. 2040630.15 Expiration Date: 09/11/2023 Approval Date: 0=0/2020 E-1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS A. DRAWINGS L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details 11 sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03/24/03 and Drawing No. LT461 Z, titled "Cast -Crete 4 ", 6" & 12 " LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets 1 Lintel Safe Load Tables'; sheets 1 through 3 of 3, last revision dated 06112114, all through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E,, on 08119114. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on Marcia 22, 2012. B. TESTS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None, F OTHER F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811W2014, signed and sealed by Craig 1. Letter from Cast -Crete Corporation, dated February 03. 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. by Craig Parrino, AE., certifying compliance with the Florida Building Code, 2010 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.13 A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None, A. DRAWINGS 1 _ None. B. TESTS 1. None. B, TESTS 1. None. C. CALCULATIONS 1. None. C. CALCULATIONS D. QUALITY ASSURANCE 1. None. i. By Miami -Dade County Department of Regulatory and Economic Resources (RER), D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REV. E. MATERIAL CERTIFICATIONS 1. None. E. MATERIAL CERTIFICATIONS F. OTHER 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated O&V8/17, signed & sealed by Craig Parrino, A elmy A. Maker, P.E., M.S. W. G ItL1'*� —Clflelmy A. Maker, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-06XIS Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 0&20/2020 Approval Date: ON04020 E-2 E-3 N 0 Q O C CU O -t7 CL .� U to CO O 0 N 3 c C 0 U_ -a _ _ CU O .N E 2 C CCU ca. Q z z W J r., U -1 a` u CD "I'M N -o m x cLA_n.. �o a CV t a, O ,p lV 6/ Q, O.L � V d 3 M c c CP c E Ca o a L+ 0 Cast: Crete 11" LLC Cast -Crete USDA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS L None. 1. None. B. TESTS B. TESTS 1. None. L None. S� C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE. 1. By M mi Dade County Department of Regulatory and Economic Resources (RER). I. By Miami Dade County Department of Regulatory and Economic Resources (RER). E, MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS �. 1. None. 1. None. 0 F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z (n Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P, E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. ..� CUS. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Cede, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P..1 CU 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details' sheet 1 of CL 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. Q LT4612, titled "Cast -Crete 4", 611& 12" Lintel Safe Load Tables", sheets I O Q through 3 of 3, prepared by Craig Parrino, AE, dated March 24, 2003, last S� revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on 0 January 22, 2019. B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE +� U CU m 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS = 'Q 1. None F. OTHER 1. Article of Conversion for a name change. a cu Oflelmy A. Maker, P.E., MS. Betray A. Maker, P.E., M.S. � Z 0 Product Control Section supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 z Expiration Date: 09/11/2023 Expiration Date: 09/11IM3 Q Approval Date: 08/20/2020 Approval Date: 0&20/2020 -� >a-4 E-5 a May 27, 2022 SHEET N0. PA 1.4 ILI ECO i; TILLiT TESTING a EMtiINEERING COMPANY WAT TRR A. TT[,L1T,1lL, P.B. tilfuoiERo).1xm YL PY.LRw,w WI1O PLC A L6- X. 1 Of OD71Y PRODUCT EVALUATION REPORT REPORT NO.: 20-0190.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUWCAT'EGORY: Storm Panels PRODUCT NAME: 21) GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: 4800 S.W. 51 Sheet Osvle, Fbrlde33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Wailer A. Ti111% Jr., P.E. (system ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 81020.3, Method 1 D of the Florida Department of Business and Pnefs olonai Regulation. This product is being issued an Evaluation Report as described herein, and has been vetifled for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to vefiry that this product is for the purpose Intended at beat equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect Ifs IlmhaRlons and conditions 2_ EVIDENCE SUBMITTED: 2.1- PRODUCT EVALUATION.DOC.LINIBIT(P-LO-j; Drawing No. 20-176, titled 020 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Titeco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral psrt%mf1H EvaluationdisportN.R A; lUO, 44167 �'r'''•: �;" ::��61551vX 36th Street, Suite 305, MisrnL Florida33166 - plume: (305) 871-1530 - sp�� 1"N PRODUCT" svALt7AUUN ZE01a N()•� 2 2.2• TEST REPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1620 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Teat reports prepared by Hurricane Engineering & Testing, Inc., Reports N 96-589 dated 08/09/1996. #96-570 dated 09/18/1996. #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E•, Fenestration Testing Laboratory, inc. reports # 2032 dated 04/16/1998 and # 2128 dated 10/0611098 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2000. signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by OC Metallurgical, Inc„ dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2.3. STRUCTURAL ENGfINF,FRING CALCUILATION& On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as Wailes maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Titeco, Inc., dated 11103/00 and 03/12116, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section 1026 of the Florida Building Code, as per TAS 201 Protocol. 4_VMND LOAD$ RESISTANCE: 20 Gage Galvanized Steef Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14, 15, IS, 19. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, 14, 15, 17. 16, 19. 20 25 and 26 of 28. of Product Evaluation Document (P.E.D.), drawing No. 20.176. 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as Indicated on sheets 8, 14, 16, 26 and 26 of 2e, of Product Evaluation Document (P.E.D.), drawing No. 20-1TO. nT'�/!' �CEN '44167i/ STATE OF r 9 'rlOR1A '+1 FSS1 . •��r ONAL UANIIHI1111HAN �IEBeLd47ES 93) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WDOO BOARDS K MAX) ON THIS (y(E) s 9n DBRE ,W....W aeBM rxn+9a WALL ANCHORS SHALL K NANO DauGH TO REACH THE MAIN STROCIUIE OD" SUCH PANELS 1. STOW PANEL SIHOIN oil THR PR0010 lMLWrION DocuMEM ((aE.o.j HLLS Kill VDIMIm NN COMPLIANCE N ANCHORAGE sHHLL K AS AEMIONED N 0.1) A70 IN 92). ACCORDANCE WITH THE 702D E7WH EDITION) OF tlE RDIIOA WRO91G t000. (C) !I) +ANOMORS, OESNCAH fft0 WAD: 81,A1 K 11IE1M9NED A PER SECTION IbpO OF 711E ABOK MENTIONED CODE. FOR A WIND BVEED A REDI11RE0 W THE �U�p�, WHC1E TIMSE MRl K RUTT AND '7 TMWWOROD AS MYNIFACIURED_EY wIDC%. INC - 014-10 PARSUA7E FEMALE ID AND PAN IUMITC PUS ANCHORS. AS MANUFACTURED 9r CLOD CONSTRUCTION PRODUCTS _ 1/4'0 LAG SCRIMS PER N.D.S. FOR A OM4ORIOFNAIIrY rvcroN Ka.o.n UA BCA 19 AiD SHw1 No THE MAKWIRI�AS.D') OESIONH PRESSURE RATINGS INOICAIED ON SEIS 7 rift 12, 14, 15, 16. T9 t 20. _ 7/,11 . 9 /a' WOW BUSHNO. AS DISTRIBUTED BY ALL PWH SCREW, SOLT t SPECIALTY CD. N DOW TO VORTY THE ASOK COW". ULTIMATE DESIGN WIND LOADS DETERMINED PER ABLE 7-19 SHALL K FIRST REDUCLO TO AS.DDESIGN WOO LOADS BY MULTIFLYI N0 THEN BY 0,11 #4 ORDER TO C 1) MVMR*i KNEADED PSNC'TMTIN IWO WCOO OF TAPCOR ANCHORS SHALL K 1 1/2- AND 2- MR ELCO PA ILAIATE PLUS COMPARE 04X W/ WIR. (AAA) DLDDN PRESMUNI RUNGS NOICATEO ON SHEETS 7 THRU 17. 10, 15, 14. 19 At 70, AND P'ANELAMML FEMALE I, IN ORDER 10 V'OWY ITMT ANCHORS, ON THIS PEA. A TESTED WOW NOT OVER STAESSLD. A 33S NCIEASE N ALLOWAB E C.2) W9RUM T1NEApED PLIETRATION OF LAG SCREW. IWO THE WOOD F11AK UNII SHALL BE 1 1/7' Iq IIIRCIDEO PENETRATION INTO STUCCO SHALL K CONSIOU40 A PART of TE REOU9HD /„I'D= PD47RAT,ON, MM FOR MO LOADS WAS NM USED N THEIR ANALYSIS. fMrD R8 SPACING TO WOOD HAS KEN I EIEIRAWO N ACCORDANCE WITH NA.S 2012. C 3) WI14JY CODE DISTANCE OF LAO SCIIESK, INTO WOW WALL K A IIOICARO IN THIS M WAW STOMI JIMEL'S AKOLAT' FOR TPACT AND WIND MnWMKE HAS SUN VBWXD N ACCORDANCE WITH SECTION 1629 OF THE ATONE WARIONED CODE AS PER HURRICANE 04WWOM t TESINO INC. REPORTS SO-DN. W�ll t 99-130 AND C,,) , „11 PENETRATION a WOOD B1191N0 SNAIL K S/B'. 1/M r-20 SCREYNS USED SNAL K 1 1/2' LOAD ARIIIYUN D SHALL.1/ PUKS,MTION TESTING W PD,. REPORTS f2039 t /2129 . AS PROTOCOLS TAS--201, TAS-201? MO TAS-203,FOR 9OAN STUCCO AFRO MPBMUM WALLS WITH STUCCO TA vial. A A NARDS. LEST FLORIDA RIB or SOUTH REPORI rOQ1I.O1-M, PER to ]OI, TA 20i AND TAS NJ STANDARDS. CS) IN CASE THAT POSCAW STOW OR PRECAST CONCRETE PAIRNGS. STUCCO OR WOOD BOARDS BE FOUND ON THE CKIS1I 2 ALL aLUMMA A Q'IMKIOS To K SOS}A ALLOY AND TEVOL. N ASS OTHERWISE WTEO)- SEE 9W i WALL. ANCHORS SHALL K LONG ENOUGH TO MAGI ?HE WON STRUCTURE ODOM SUCH PA CL& ANCHORAGE SWILL K AS MLNTOM N CI). C.3) a C4) 3 ALL ALIMNIN SHEET METAL USED AT CLOSURES DIALL HAW 3103-1414 ALLAY. (D) ANCHORS SMALL K INSTALLED FOLLOW" ALL OF THE REOOI MIFMAT NS A1O SPECYICATIONS Of THE ANCHOR'S WN IFICTURER A ALL SIM WIET METµ PANELS $MIL NAVE STRUCTURAL QUALM SIM ATM A-993 GRADE 50 MwMUY, 0-I1) OAL1A XM TM& DOMATM W/n•. 59.3 AN wu ROLLED). I. PANELS MAY ALSO K NSIAL ED H0112DWALLY FOLLOWIND INSTAl1AWN OETAKS SHOWN ON SECTION 3 MROUGH 10 MICE S 4 twita 91 I) ExCEPT THAT HFADM 12 am SHALL NOT K Mo 5, ALL SCREWS TO BE STABNUM SIM 304 OR 316 AIM SERIES OR CORROSION RESISTANT COATED CARBON STEL A PER OW6CO19 MRTMLO STRENGTH NO 90 Aw TTNSRE SHIN B VVU COMPLY w/ FLORIDA &AONK CODE 9. 194AL K THE REEPOISBIRY OF THE CONTRACTOR t0 VER" THE SOLOW4 5 OF THE STRUCTURE WHERE SHUITCR 19 TO K 1(00 SECTION !41 3.3.4. ATTACHED TO "SUE PROPER ANCHORAGE. THIS LNUETER SNLLL ONLY K ATTACHED TO CONCRETE, KOCK OR WOOD FRAW BUILDINGS. 9 BOLTS TO K ASIA A GALAU9EE0 StW_ OR AM Do4 WKS STAIflESS STEEL. WITH 30 WO MINIMUM YEID STREWN. 10. EACH REGULAR PONM PANEL WITH LENGTHS 0" a'-B THROUGH 11'-4', A PER SECTIONS S, B. 9 & 10 AND AL10003 VLS 9W. 7 ANCHORS TO WALL BALL K AS FOLLOW 9W M IOW ON SMELTS 'A S ♦ 12 RESPELTI.p,Y; SHALL 4" A LO M,E AND READILY VS&E MARIONC NSTRICTING OWNER OR VVIRW tD SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PLM M OF HURRICANE WARNING W � CONCRETE t I Tit INSTALLATION CONfl%WTOH IS TO SEAL/CAUUL ALL ]TOTTER COMPDI4WN WINES WAKH REMAIN IN CONTRN CAM CONTACT RAW - 1/4'4 TAPCON ANCHORS AS MANUFACTURED BY tT.W BUILDDI. w. (MAT. re.3191 pvi.) THE OUDIW TO PREVENT MNo/RNN W7RUSION. - 1/4' F . 7/9• pLYt-N ANCHORS. AS MISTRICTED R DLYIALTPON EW, E'T SC. - I/HY M 3/4' S0U0-SET ANCHORS, A OSIRIMIIED BY AL PUNT SCREW, BOLT t SPECIALTY CO. & S COLT 12, STORM FAME, INSTALLATION SHALL COMPLY WITH �S WDICATED N THIS MINING PLUS ANT MOLDING AO ZONING KG"TOCS (MA. CC-3000 P.R.L) H+POL40ED Iry THE JII,RMDHIC7110H1 MIEWC PERMIT is APPLIED 10. - r14-10 PMIEtAWE FDANL 0 1 PANELYATE PLUS ANCHORS, A ~ACPWW BY CLCO COMaYALCTON PRODUCTS (YIN• T'A'-33" 13. (a) TMS UA7 PRODUCT W ION DOCUMENT (PED.) PREPARED BY THIS DOWER M GOMM AND DOES NOT PROVIDE MONWI,ON P..;') - 1/4-0 CF TAP-ORP ANCIO C A MANUFACTURED Br TRU-IABT CORPORATION (f.-3600 P...) FOR A ME SPECTC PROJECT: Iw WHERE THE SUE COMON% OCAM FROM THE PLO A1) 1RIa1RlY n1K01EM OF TAP(•OI ANCHORS INTO POURED CONCRETE SHALL K 1 3/4'; ]' FOR PAN[lAAIE :FROZE CONTRACTOR TO K RLSPO/WW.E FOR THE SELECTION. KIRCHASE AND 9MTAWTON INCLUDINGWC SAFETY Or THIS PRODUCT BASED BASED ON THIS PL.O. PROMED HE/9lE DOES HOT OEVIATT TROY THE CONDITIONS DIALED ON THIS DOCUMENT` 0 AND PAESIALTE PLUS AND 1 1/4' FOR CF TAP -OW ANCHORS. OOHARUCfpN SALTY AT SRE 15 THE COMPACTOR'S !RESPONSIBILITY A2) CALK -IN t soup-90 ANCHORS $HA L K EMBEDDED 7/9• INTO THE POURED CONCRETE Mo LMKDMFM fro (.) THE PRODUCT EVAAMO,ON DOCUMENT WILL K OONSNfHm NYNJD IF MODIFIED STUCCO SHILL K PERMITTED. 114- 0-20 SCREW$, USED WALL K I 1/2• LONG WORM S HOULO STUC00 I =. AD I' MAPR14 FOR ILLS WITH 140 STUO00. *0 MAY Br WADED SRT M W ALL TiRIDED SCREWS W/O MAR. (d) In SPO PIC PROACTS SHAa K PREPARED All A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE BUT WIIII MRIO NIRrb ENDOW or REG (E0./I) iM IFE PROJECF Nq WO WILL K RESPONSIBLE FOR 171[ PROPER USE OF THE P.E.o. ENGHR'A or RCCOIO. ACTINGA A OELECATID ENGINEER TO WE A3) N CASE THAT PRECAST STORE. PRECAST CONCRETE PANELS. FWVEM, STUCCO ON WOOD BOARDS K FOUND ON nil P.E.O. ENGINEER. SHALL SUBMIT! TO THIS L4r1EW THE SITE SPEOM DRMINOS FOR REVIEW. D11STIM WALL OR FLOOR ANCNOIS SMALL K LONG ENOUGH TO REACH THE MIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL K A MENTIONED IN AI) AMD N A2). W MUS P.ED, DHAL BEM TE GATE AND OON& SEAL AND SOPTUM Of THE PROFESSIONAL L,IONwt OF HKC0110 THAT PREPARED IT. (B) fO EaenHS eeNC" a 3n WAL AS7M r,=0: - 1/4- W TARXM ANCHORS AS MANUFACTURED BY I I. W SIALDEI, INC. 14 DORM WNUFACRMIEKS LABEL SHALL K LOWW ON A READILY HSKE LOCATION AT STORM PAN11 SH VM N ACCORDANCE WIN N SECTION 1700.9.3 OF FLDAW BUILDING COX ONE LABEL - I/4' r F 7/B' CAH-V/ ANCHORS, A MAM MfAGTURED W DEWW_(MI re-SWO Ist.) SN41L K PLACED FOR LVPAY CPU". UASILNG TO COMPLY WIN SECTION 1709.9.2 OF THE - ,/4•I A 314' 9pJD-SI ANCHORS, A UNTROM BY ALL POW SCREW. B61T B SPECULIY CO. FLORIDA BURDIn COK' (W. 0,-la 0 P..J.) - 014-10 PAN[LLMTE FLM UE 10 AND PANELMORS ATE PLUS ANCHORS. AS AMIWFXrJM BY ELCO COKMUTION IHIS mwm SHALL ONLY K TO PRODUCTS (INN. r"2071 P.. 1) 1NLH11 OBTAIN MARS IN THE, 301C OF FLORIDA - 1/4- d CF TAP-GRP ANCHORS, AS MANUFACTURED BY TRU-FAST c'OIPOUTIOI al) WNMUM EMBEDMENT OFtAPCON ANCHORS. DDO PINF3MATCS AHn K TAP -CRP ANC,iOR. NIO TIE :''•vC •• • rLORM aUMMO CODE M h Wkel NHVPk+ &0" ,PAW DOLL K 1 1/4-. '. Am wa9RD AR 20 CAGE VALVAMM STEEL STORM PAMEL N0. 4 167 an CAIU -N t SCUD -SET ANFAIORS 9ALL K EMBEDDED 7/V INTO THE CONCRETEM,K Ulcl, No INTO 97U000 SNAIL K PE MnWD. t/4. 0-20 SCREWS USED 9/ML K 1 1/2- LONG YINMLw l•J Yipt _i.: /w/W tAEAL t�TECTIDN PR(,IDtlw,.ry LL�i, � EAST. AND I' MIRWSA FOR WALLS WTH NO STUCCO. '4i R7 r_�`-_ ��f -_C -- n,• IL� be I "POLISH, M7LW1No F'WA"'O. ED• 1 aCON� i 2 i 1 1 1 E.b. m GEC 3 BLOCK ,12'Ir°,°I•E• 1 9T000EO W/ If111D --- j� 9 f�R, tlH O M faWW"Wq SCME INSTALLATION DETAILS INTO EXISTING POURED FOR REGULAR CONCRETE OR CONCRETE PANELS & BLOCK STlYIXTURIESEONDWE ANOHORs oDNUE+[ wNOrMRE fors rs�nwDA�ar n W2A 91'E MNW n - -co-- LOLWSNaBIol1SANIMr,,,E iR1, 11HAGIU01 4 QRTMQ POUEDD � � H:ONrnIE RD)UA461 4 ro,R,ED H 9 n� l � � -_... s L DRBTwo POM Eh I g 1 �: 1 a CAM PAPA . I' BBW�uo H a Iyy ! n 1A7' at iyur�S�lj�t:� ; u,/E' cc. 0 °C' r Comm►OWU11%t CD. R ORS' r\, �v=T• MM. P�Yy�IK41M ANO MIS , --- 41 WNq�' �\• 4 , wO�a ICKL%U I'-' ' ' RIS I THWAIN 0) Tad U. I. SOME 3/5-1. VALE 3/4-1 REDIIRfA. -IcEHtOAl10�lOW� pa fGIfWIIt a �: COLM MOUNTING SECTION! 7A BEns . TlnlNbl n WAA , E.D. a EDGE DIsrANtx SCHEDULE ON SHEETS 86 9) AtliF FOR CY9EBBal71Gw W Wrr1nlH,e. TOP HA BOTTOM MouN11INGS CAN K COIINiED N ANT WAY TO SUIT ANY NSTKLATICK fXQIIVC7'tr WJlATI=R'EP =140 _01 3 III. MATERIAL CHARACTERISTICS ANR$PECIFC TION3: Shall be strictly in accordance with General NOW and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), dra*Ing No-2O.176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 28, of Product Evaluation Document (P.E.D.). drawing No, 20-176, 7.-LITA71ONS AND CONDITIONS OF USE• 7.1. Shell be strictly in compliance with General Notes No. 1, 8 thru 14, irxiicated on sheet 1 of 28, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20A'1TO prepared by T11teco, Inc. and signed and sealed by Water A, Tillit, Jr., R.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame stnxtures. Product Evaluation Report prepared by Water A. Tillit, Jr.. P.E. (Florida License No. 44167), President of Tillsoo, Inc. (Florida CA-0006719). N. T14 ALIL,SIPAl111ANAf ���••--- *s .44167 STATE OF mHMIrNI111NgLN WATU D'.1 TILTECO AOMON TAECOROB I P. E• REPORT.20 L GLOBAL PROTECTION PRODUCTS, LLC L 20 GAGE OKYANIM STEEL STORM PA BIA DRVWETW20•I701REPORTf 2D•ar!&01 I L ECO link. TILLIT TESTING & ENGINEERING COMPANY WAL A. n 1S P. I rsR �' E PRODUCT EVALUATION REPORT n•,' ut00°Nrl.' .) aCO FLL:.A LNWAN lb.D9441V REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUWCATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global pmuctunemduaw-" 48DO S.W. 51 Street Davis, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Titdt, Jr., P.E. (System ID # 1900) to the Global Protection Products, LLC, Rule Chapter No. 61820.3, Method 1D of the Florida Department of Business and Profisslonal Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to rsvlewand revision in case of a Building Code charge that may affect is limitations end conditions 2. EVIDENCE SUBIIIITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.EJJ Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tifteco, Inc,; signed and sealed by Water A. Tillit, Jr., P.E,; dated 0712712020. This drawing is an inte i+sMdt KM la Evaluation Report. 05S N.W. 36th Street, Suite 305, Mirror, Florida 33166 -Phone: (305) 871- COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS (SCA E 1/2-11 - -1SAW (MAR WDM)----- -... __.� __._.._ ...._-..._.. _...„-..___.-.—.____..r_._.._1a.71,• (7arAl w'°TN)_-.-__--------� 1. �-"13AD*- T.3Sp •V.S00• 1 I.'\Ao0' j,,�. I T" ,'.., ! r • w'{1.?.,/)' � ,\,r- 1 S�0`--' , ♦ O.D.W WL THOM r-Ia90'- !'IO.W AIR, INCA / GLLANIM STEEL 2. ,I` , ,HTSNRD "' ARM A•--ED] DEEAn .J ` ]. .]TT'P. EOOE ORADC 90 mowm EDK EgrAN. A dos +.r•IF _L_ _ _. ........ ...: ......_._-_ IJW Q STORY PANEL (� END STORY PANEL - 1�t PARS 00 LP _ ( ,�7 .100• �' 1 -t,- .750'.- W/ 1[EB1ED LSOE ' 1 .,W' ,E --t •1 ._U STUD RAMID fed SAID WK1Ep '1 e7S0' l 1 toDr 7s• 1 2., 7.,7I5 2,000' 1.300' pIRIE `. I SK 1"500' • R n .37rs o9s A 3U' 1 i___ NILTAL f 1 � DANL + • Der 14011ETRIC VIEW DETAIL A I- _ 2.000 ROUNDED CORNER 0 ENDS Of PANEL'S END UP, w/ HEMIao EOLX. nO •h" HEADER O3 wUw HEADER v4 � ® AN= WITH STUD REYERSE STUD f f I/TA i 2/14 . }p .S!{• .374• 1 - _ - - .SBO• �DF RM O. �' r.,Im =h I},_ 1 �1 low �_�•.1.-]0.3M SEAN3 a STUD MR= M 1.40110113 • .37D• 341Aj�� • -,^�� ' f ' I ANME ° ,t 'Ir oc IOCIL110N M I.B. 1' . 1Hr. NWE TOI 9Br - ) r aE' ,./71• 1.JW OnT 1S�x • l : - .M3` f gyp• I.DIS• j EAW PMQL 0~ t . MB..�' 1- .� L,..l._. '' -),OBO' N- �• F I __ .__ W13HER �'-TrYPI 7•�• O KEY HOLE ' OALVANHlrO 4 M- IV tow Alf Y �-}� •r .Slit-R 1_ `- , STD• .12SJ L-111711 ACL •rb Mo (11 2w""y11Aw A1WIA,A9Lv, USE WRc RR W/DU • I tar W'M"E"MHBI"(/CO1°fSIfR'"'LEX •III ON ,RfltII KATO STRICT• ® AT _PUML 4 I , O a REouPED '�R I 1 M 1 i10A m Pro 1 � r %/Y oln a Pwim E D. G oW°pi aoR Comm WOUNID. an 1 camcam BLOCK r4K OR°� RVVJNCFL-, � 00nWIR[ MEfMRi � (\\Ali' iH�:LTs(am sacbm �n oil 9110113 S/ TOMAHHaH I) !: SCALE 3 1 . _.•�C"S1"S • NEW I' WOE A WAE9 a , TDR ,• r ---i - ,_--p�03'IORIO� , P.7 P.T WOOD 00 PIA,EUBE 9PACCN •NEW I' WIDE . W,RM A 1/r ALw TUBE OR 1- . VARES 1 . L T WDooA X WACa1 ; (SEE IMICKI E IN { I R" am"I tlRIOua 1-1 • , Cad. P POac�DYR � AMRm Loam a r. `"'9WO , 1r7' Aa. CONCRETE RLOG(' RpuM a"'Wq rat„"' 1N 11UIlEt • ♦ n 3 MN., REOIRREO. Ivan NNW.. 74 i SECfloN K—X DETAIL FOR SPACEIIIS REQUIRED AT TOP OR 3/s.r BOTTOM TRACKS CgXaM SANDS © -r TRACK ANGLE ® 3Zaa, or TRACK © D 8,T PLATED . AAAA MIM... fFtf 11M info END 0=110 DETAU FOR INSTAUM IN POURED mot:. CIE GL= OR WDM VALID FOR REQIAR LiFE SVM AND E Z NAND STORM PANFL SYSiE111 77 + 'wwA iA�-=F I{f{ O Be ----- 311-4 7 a "'w♦ (P� LAN] Q)_°'Y9�JQf.Cw •_ --mw0® MLr T yr 7 =J n' 01 . y ■ (PLAN] i 1► +Ir LL GRS%�P7fRdl+ M� W. 1 far 1 [•A e r � Aut �,�+� 9CALE 3 NT WILD all VNINTING SW BGNL ' I /NM WYM �•' - F Hi"i TYArw"iw'w�.�ii W EA. - CM ONtAMM .NL Lw w r a A.wl ON -OO •'® r•1Ie i (PLAN] (SEE DU 2) S(yWE�3/1�f-1TT NOW FOR r^eN Of S€CIIOtS Top B BOTTOM MOLNi1NOS CAN BE COMBINED IN ANY WAY TO SUIT ANY CASE E (PLAN] W AUAnM. WALL ffiDDUCr INVA FAUTION RobUT NO, 21114127.1n 2 LLMATEEPOR Large missile Imps load teats were performed under SSTO 12-M standard as per section 1600A.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Teat reports prepared by Amedcen Testing Lab of South Florida, Report # 0914.01-01 dated 03/11102 witnessed by William R. Mehner, P.E., Sortz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01.09, dated February 25, 2009, signed and sealed by Edmundo Largoespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic load Inge per Protocols TAS 201 & 203 as per section 1800.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 11,23.01-10, dated November 23, 2010, signed and sealed by Juno E. Gonzalez, P.E. Tensile test report No. 9CM-198 by OC Metallurgical. Inc., dated March 13, 2000, signed and sealed by Frank Grata, P.E, as per ASTM E-8 and Tensile Tout as per OC Metallurgical Report No. 1 OKMA Ilia, dated December 1, 201.0 signed and sealed by Jerry Jackftno, P.E. as per ASTM E-8. 2.3_.'.T UCTURAL. ENGINENNG CALCULATIONS• On 24 Gape Galvanized Steel Storm Panel for maximum parcel length vs. design wind bad, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1004 of the Florida Building Code, Calculations prepared by Tilteoo, Inc., dated 12/1 oil and 08/27113 (for this revision), signed and aeeled by Water Al 1111t, Jr., P.E. 3. MISSILE IMPACT RiA18TANC E, Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-90 Standard and TAS 201: 4. VAND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum pane! length shall be as indicated on sheets 3; 9, 10, 11. 12 and 17 of 18 of Product Evaluation Document (P.E.D.), dnswing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11,13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. 24 Gaga Galvanized Steel Storm Panel has been vertfled for code compliance to work as a non•poroua storm shutter assembly, as per SSTD 12-99 Standard. 3 Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-173. Minimum separation to glass #hail be as indicated on sheets 3. 6, 13, 14, 15, 15 and 18 of 18, of Product Evaluation Document (P.E-D,), drawing No. 20-175. $A MATIERIAL CHARACTER1871CS AND SPE IFICATION& Shall be strictly in accordance with General Notes and Components Indicated on sheet I and 2 of Ia. of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D:), drawing No. 20.170. 7.1. Shari be strictly In compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (RE.D.), drawing No. 20.175 prepared by Titeeo. Inc. and signed and sealed by Water A. TIM. Jr., P.E, 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1020.2 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product. Evaluation Report prepared by Walter A. Titlt, Jr., P,E, (Florida License No. 44167), President ofTlbw, Inc. (Florida CA-0006719). VIU 0:1 TILTECO AOMON RECORDS 1P. E. REPORT.2E G&VANWO WMEL STORM PANEL L DRWO B 70.17a T 1/4. 2/4. 3/4. 4/4. 5/3, 7/% 1w/10. 2w/10. 3W/10, 4w/t0, e/s 5W/10. aw/11 Hit 7W/11 AMCNARS! FOIL CONCRETE SEE SCHEDULE ON SHCM B t _[r MW- --I- �, ,• W. i FOR WOW SEE SECTIONS ON DEER 10 t 11 ,•W. Hl 0 D.M..t 4 3.lTJT�,© i --� UUBDLIID PNABJ.S ^-'; BMTO PANELS W/ 1/II-20.,1' - - ME SECTORS (SEEAPPUICADW SECTIONS NPL1CIBlE/S7- II r A • I ; u -- 1/4. 2/4, 3/4. 4/4, 5/1. 7/5, =-r WX - 1W/10, 2W/10, 3W/10. 4w/10. 6/5 SW/10. sW/11 a 7w/11 ` AILCIIDR9: FOR COIICIEtE 9Q SCIEDUtE ON 91aTs B t --- -- --- .. no woo0 SEE SECTION'S ON $14CTS Ill t 11 ---- --- - - REGULAR STORM PANELS Jj•) A 6iA ELEVATION N_T.S. 2.97' (RBA 0~ .1 "Halt LWLLLY) 1/4, Mo. GAP 0Q. FLORIDA NUHAIG CODE h Velocity NMMIHM Zme i N 44167 ""0 TA1°°0 "c' 20 QA6f DALVARRED STEEL STORM PANEL M; 9n t i * ' PROTECTION PRODUCTS LLC. "/Mrr• p ATE -;�, IL ECOEBE. N ' m .. .. .. ,Ar PH,w 2o-77e DRL •.. MML"Ti 44 NOc (M)WFMAIL r- BF.WW-NS7 N (D Cn C0 N U O N c Da ca Q -v n- 3 C C O LL C6 Q CO `Q > -Cn fl.. CnCU Q C U Q Z Z W J L_ G V C V C4 LA_ Nz o VF CV Ln o TO Q N Y 03 n2 Hy > N s c _• •ct tT3 ►:. 0J im a Z V Hy C cm cEi U 0 INSTALLATION DETAILS FOR REGULAR PANELS INTO EXISTING POURED CONCRETE OR CONCRETE BLO K STRUCTURES ANTSHORs MR LDNOIETI se ms ON _� �O�p � �pIR1Cp pp1Ul�p--'------- f OlE CON VIECK -� OONORIE��BLaOUM�t ._OR MNDt1M'[ �wEROOpL�[t[ l3, M Fa e97, fit 9CCTWNS ON 9EET 11 r REQUIRED IK01Mmf7Nin DAAi,p6aN I (-'-� f9nacA�i�ON �•. � 1 I Oft t waE 1PutY) +' MA..'.. _ � ♦^-�' -- - -- - ' oal�Ar , iliB>Rj'BBVDLBYB i l c- c- F V 90B `V N { ' o' 'DEAP"m'i t � M 1 w ( Ian O 1 HW Weft M I � �, L_. ' L.___ _. .._ WI � i.j._ 1 ..A�• I11 � I i,' 1 ! f � 1 j� Bn3s+� i yl a i'u �luys'ry_% , 1 ;1 . W'N°aTf'W�', a i I I' I' i T I, i r• or �T NRrt W FAM H X t 1 1 i { I Of l' ,'i;: , or -� - ® ® 4E MBYlt �... 3•ru�P' U PN 1j-•pKw'° ' 801E a�i1[--1 BOB x M .. WL. AR BB IEVB I- MA. SUM Of i' MoT,• ,• AwL ^%"E i:•:% ; 7 1Ut1 !I /.� {� . v: j Mo ANOHORa FDA CONCRETE SEE FFOR OMSCE fr AEON 1ON SWE" '_. REGULAR ffrimm PANELS Q t �. f I IEVATION OAS : I - , 1 -j �1%4 w li.,,( `,/ ' L H Pw aar2..erWat NLM at. ,. / U CIO B 12 1/2 D.C. OOHPIPc AMMOw CONCRETE ANDHIRS •-' Mrs) »MORE OR „4• t ICHIMS ON �FWWRa�� li.LT n '"�'m'� I... _. TcaMcarE a SECTION A —A (Ton.] ■ ---OdYOw,MmN Wjxa OR ..-- ON RKAaItO WOCI SCALE 3/3r., CU W SCALE VALE Viii�l � A, . LU .2 ,FJ( 'ti FLOMOA aU1lDlN0 COOS (1111gh Woolply NMrrI9,M Zone)Q No 44167 40°10 /RA'°' •G 20 o wE DALVANM STEEL Mo PANEL P, F.P. NQUE EN COMENhIMN OF Crs, Z E.O. a EDGE OWANOE A lSEE SCHEDULE ON TOP B BOTTOM MOUNTINGS CAN BE •� D _ - .. --=f AL PROTECTION PRODtICT'!I, LLC p~ SHEET B) COMOINED IN ANY WAY TO SUIT ANY '�'•.• .Zy.L i L C O rM1. 0WAUAnoN, R19t �. � 313" T Z SSC Ran- 1 r P"M OM)W-PALL PAX QMApM, 9N7 20-176 Q rNA . Hr , m-Htw ,w w RIRIYWM M. 1, A H W A A• IIIGIT W w s J 11 SHEET NO. SH 1.0. ek sm t. a • . WALL AND FLOOR MOUNTING INSTALLATION FOR - a t4116a¢ w•4R on mc�.. « _- SPLIT PANELS aemanf rtPaA Ma sO Kua « Icx +rrl ---- --.._ i ---I Lim.;�' .+ao 'h• '' R.G. _ .. ... • ._.. FILM 1 2• Yr 1• t• V MMM�'A6. �� ao[ p wNi \ t•� -- - f' �v+n• t tr► ac« r LLOR am a JIM 1 Mmaaa �IRr�r1.������� t , (0 SINR.r wA44 ` AbtOtL I ® 1 1 a.A_ -Pmn�e rr Part a" s tafa , �-�i +4.s • as aaaY( a. MN atW �.1pp (p��r1II1 • , H , {• T I down aC y�myaYa ie �am i 1[11 r ". I I .m . . r Y a / . .P •w�' • • --, �R RILE LIV-2 44 wu SM ttwt • an km -1' \ Spt IT QTpp5KA� a���y7�1 ATM iitGlf t 4-1 tICALE 1/4'- 1' .+' -_ SCNE 1/6'-1' .-I.1.all' N1nFIf1Y4tMatNns n Ys.. MULLION wM (FL) • REOINKO MP. 7LIK MILLION - 4 4•-r 2". 3'. I IW a e-r TO s•-r r. 4'. I/r 4• . 1 m 6•-r r a r R 1/r I: a. A . Yur wn At.a 0npw ♦ W TO .% I -723 .ai FIKfg6rt MTIM6 : arORm an 1a1LE s/e.,• ra+E: wLLIOM ow ALNo K s16rALLm rro STORM PNELS ON TOP oR m rNAT ,31 B LOCA1m N 10P m eoTTOM of GPE1RNa ( PA/KL ADIa10 w/ 1UK TOP a Norma Mi1ETLLIJ]iDN -• LLiEBNA]1NE 1 W w g _ I Y9lTAW]ION - LLT[lNATOIE 1111 _.-___ __ NOSE• I/e - 1• . m. COIL ii.w,r.. idi.'wL, r �' XKL MOW M147ALLA11VE 2Y1 KAI-- Ile - 1' L `nNwLNWNNM 1. INSTAUATTONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS ;A:.. 4� UP 10 +SS.S, -710 PA.i. AND PANEL'S LENGTH UP TO B•-S' �"•y�W 3` ,ENf •'' 2. FOR NEW WOOD FW ME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PONE NO. 2. W/ SPECIFIC DENSrtY OF 0.55 OR EQUAL No. 4'i87 5107E FOR COLMA70N OF Sfr11056- *t C �` ST TOP & BOTTOM MOUNTINGS CAN BE COMBINEDINSTALLAANY WAY TO SUR ANY QR'• ;f( RID*, �S/.. AL•. CONCOM moom CammE A10100SHIFT ow 14) I � '•-2a��aammaaRE r-fa a1• C. IG[T. 1�/14) `M W 6R 21 1 OF. r YYr. tGK R I tl aaRt K1 2/L.3 I � I I aR� aGNGRnE � # I I r I I I 4 I I Now 4) POIJOND �L RraMlm �pR7r2e � 1112 E t►Qt 1♦) WALL MWN WALL AND FLDOR YOUNTUIO INSTALLATNNI - SECTM�N i 9rrALE 3/8• - 1• - SECTION 2 SCALE: 3/9• _ 1' Na16 O.1 Le: ]AFETY SmRN N.IIF, edC1FN NCr +afHOY� F. LIFE SAFETY STORM PANEL CAN K LOC400 AS AN be PANEL (FIRST OR LAST FAMTL) OR AS AN INTERIM PAWL (ANY PAPA! LOCATION M BETWEEN END PANELSI. UFE SAFETY PANELS MAY OR WY NOT K HALED ADJACENT TO RE PN10. (w/ OR w/o K"An T•WO(L) Y. LEE SAFETY StOR� PANEL COMM, Of OA39' OKWWCO STEEL STORY PANEL AS PLII COMPONENT (p. SHEET 1 M ORwml TIS ►ANEL ALI!)IFS RSFYF TO K REIAMO ON INVALLEA FOIOM THE ONSIDE OF sT10ICTLAIE. 3. Ur vim AE p� �Kil S ORRWI FOR Sarm Tack ro COMPONDR� K INSTALLER WALL TH FLOOR MOUNTED F'OLL,pKNO SECTION I a .I 1 ON TSS . A$ N4lL AS DETARS 1 a 2 ON SHEET 14. A,.• 4. ma. LENGTH FOR COYPONOR K IV. M«. ANCHOR !►ACING TOR C CANCNORAGE AT WITOM 19 GIVEN ON KNEDIAIS ]� k 1 SMELT 14. COMPONENT MAY K POMLANENT ON KW&WASE. S SEE DETAILS FOR INSTALLATION INTO W000 FRAME BIADNU ON SHEET 15. A. 7' '•. 6. 64 SHEET 4 FOR KTA6. APPUOLBLE TO THE NECESSITY FOR THE M16TALATIOM OF IFS SPACERS AT TRACKS INSTALLED ADAACEM AID BEYOND m STUCCO/W000 BANGS. LEY O10 ! 61�OR YDIMfiING �_ ! FUM MOUNTM10 MIiTALl.A11ON + LL7IEBNAf1VE lW BLiE1LLA41ONS -, LLfE{M11TIV[ SW (SECHON AT TOP R U w TO +wl-67.0 wx. WORD I/e . I' A.S.O. DESIGN MM30W RATING) pr.r =ME- 1/4• - 1- 1 •,iVr as I a,r rNe o ay/o..Mri��. rugs rum L MISTALIA7'ION _ SICIM AM 1C%s : 1/4' - I' 4asm taMoa ,4L 20 WN GALVAWW SREL STORM Pun IRMII eT MTECTION PROOIICTS, LLC. a'/fa/Ka I. E�T CO.... .fm sAr. N altar aw +a1MM. w Flmll: !fM)I45a�» 33304 20-176 cA ■rrrrr�r Kr�r�r�r�r�K�K�K�r�rlar�KEaM�r�TIE rur0ri III II I I�Illlillll I i P ,AtOAIaM 10/14 4) /15 I ALTOWATE LOCATION ' --I O( LSE IY WIM) L- WA r/IIo LFE SAFETY PANELS TIE MOTE IBTL01'0 �.._KAMM PAllnS r/ OR _...__� wro REGULAR TMAFXS .IOGEAICTY PaNIEI�-J(SE[ ($E NOTE (� KL01•) L1iE Ig9116Q1R1EYm�F EQ OFE�NMG its OR ME EYWAF FAC9ATE N O 0�(D TO KKK 00 RIIIGVeD FROM RINK �•� �y��„�E 6GILElM�i / 110N 1/r Ma ELM ®®°N 1 ' • InIIa.. :�i EPr' T« �3• �I•IT37 MAXIMUM A.S.D. DESIGN PRESSURE RATING AND AND CORRESPONDING MAXIMUM PANEL LENGTH `L` SCHEDULE YMM.M mAa,r a11r .rats-d7. Z 4Mfa1. A7rfr r .r- .renr+m+a . °Coda. DKL Mq� W`"�6 �°qM LM 4rA% KA -7u r-r ON LOi 11/r UN90.TC I THOU 5 a 7 4K3 -72q >r-0• m r-r Ma. 2 3/4' UWKIW I T/FN o . 7 .aa -Pao Ps••r m ,+•-r w4a 2 I/Y • � ..sA -450 If-4. ON Lis I I/r ' ••�• L o a to • IOUm �/ tni-7M1I• tt. Y.f. a IN~ Al a I, NOLOWN p HMG. M" MUTA A.S.D. DESIGN j+j{FSSURE RATING (p•a•L) AND CORRESEMNO WMIMUY ANCHOR INTO EXISTING CONCRETE k CONCRETE BLOCX STRUCTURES tow ONLY FOR PANnt Ina nil 116GLLAm s AB Pat Somw I Te91 7. ON S9EEIS 4 A 51 IINOmsM ALO. Comm M/It�6 aIK(paF.) VAUW ANDOW W.CM5 IOU a0, - a yr - ApU1MaE m >d'.71MR a '�'aC•IarYOIOM MUam NMl Lsa+M i• m) TAFCON p UP-«w cuN POdLU K FIYMa 0 tlanlllAl[ PM m tM,a tIl I>um » aoloKa 00 Q R. m gIMUaR 0 7p OM101r1• OONyG( 70 OOMLR}E OpyGaR Or WA WA WA O. M/A r wR 4• NM I (MM r r "A WA 4' r 1• r a• r , (pna0 I• WA WA MA 4• WA •• M/A r N/A r WA WA WA r M/A a' M/A r WA 2 (eorw +ILS. -T2-0 r WA WA M/A r W4 r WA r WA 2 e 4 COOP) r-r an LISS OR Las r 5' WA WA r Y OF r r r 2 00"0A) r WA WA WA r WA WA 7 cmn r r %/A yA r r r I' r IV 4 a 7 we"IR0 WA WA 17 1/2• • ,n' 17 I/r 4 1/4• 4 1/4• 4 1/r • In• a 1/4' S (1G►/Son6LO 9a talra 14 A It FIR AlOM me 4 rNPM FOR! PaRMAAI01a SM ,COOS NOWOWA aIN10FIe INOM Dome ON e�waRtNMMIMS I Nlaa s at ° WV=o "ft DO IN="ON fw Oh" wr TK PSAAMM FACTORS. I= TK OPOWMM 10 K 10ORL RmUCC IF- I am= Ur0 ft= Sou to K L� TWA owsw WNW swon I= GPI MOW M6 a "ban "MOM. NON M I1FPM p 1a-4w 4N11-M 4aACI I\ AM= �O A) 3 ) a J I w A «a,s,,.,A.., a.rM. P•1 Y1�J s..•r a.r PJ a 1 ] a 1 a 1A a a l IA a 4 7 ,A ACM. d Ralal 11 a # _ P , r sat r 1m +• +m st a y r v... m MOM 1 is • i:, y •, . 11, �' Lei 1�-1'•i�- I. NISTALIAT)IM ARE ONLY ,MUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO M.S. -710 PSF AND PANEL'S LEFIQTHI UP TO 6'-e' 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PAVE NO. 2. W/ SPEanC DENSITY OF 0.55 OR EQUAL TOP k BOTTOM MOUNTINGS CAN BE COIA9RVE0 IN ANY WAY TO SUIT ANY BISTALIATi0N.. tL • I A , •91 �•• K,IIAfI _ I tf' '1 I ° 1E:�• ILL 12: fll A. 1; �ui� Diu � � i I�JJNIJ rr� O 1 ;,• ni fa,,_ ul I :�, 11l ,• • 7� 111 .o-'1 _ _ I•. .1 •• •. it .•. al '• 7: •II s. armASa PNOpar lAFmll Or W-6V WR-R1 PNer1N FOWE 0 PmIr11K IW6 KCIm0m6 P/ n a< t1,01 I/A1aY,A, ►/4IS LaalN VOL) m I Ka m Oomenm m /n11PKtc It1AAx toCONDOM EL6a tRN GtR to r N/A WA A W WA r M/A 6• N/A 1 a 2 CW) no. -71.0 Y' T r r 9• 9• 9' S• 9• S' 1 (BOTTOM) S'-0' oR IFSS +56.0 -72.0 6' N/A N/A M/A 6' WA S. N/A 6' N/A 1 a 2 n 5'-0' TO r-r 9• S' 9' 6' r ) 1/2' r 9• 9• r 1 (BorroY) 455.0 -72.0 6' N/A N/A N/A r M/A 6" M/A 6" N/A 1 a 2 (TOP) T-r To r-r e• 4• 9' 6• I• e" 4• r r r I (earrow) ASL mWW DRUM PlwSaaE , pR0 0 {N' ai. 10m WP p wMQ PK R pm e r r NOR 10► p NOn ►U10CANrt,[� k COMBINATIp IWOWM tENCM 1• (R. - of TNDA +42.9 -61.5 3- 7• • 1 2• 4 t 2' 2 (BOTTd2) r-6' a IEfS +S2.e a6.0 7• 3" l• 4" 2 (BOTTOM) Y-r OR LESS +66.0 -72.0 2 1/2' 2 1/Y 4' 3 1/2• 2 (BOTTOM) Y-r 011 LESS .55.0 -71.0 2 1/2" 2 1/2• N/A N/A 2 BOTTOM) r-6• m B'-0• +55.0 -71A N/A MIA 3• 3• 2 r-6• 70r-r BUILDWIS LOCATION AT Do ►A1EL ,/4: (i KE Eli Kc , , INTERIM PANEL �_� PANEL FOR ANDMOR ,'-S tRlt DETAIL 2 FLOOR MOUNTING INc;w• <!TIDN (APPUCABLE TO SCHEDULE 2) RON[i Or - 1' AY_ YIYUM A.L D. DESIGN PRES��IRE RATING (,p,R,� AND CORRESPONDING MAXIMUM PANEL LENGTH NO SCHEDULE iam, •rr asLY TO SWOONS, I�2 Maee>L Fri! m_4'E' 9/Ft7+' lfOKS RU1K, sYwrEM CON rw7 ttl. --- wPw�RrMMAaa'aWPNaNr+ !r .1 ra N1n��"' (aa KbR9aD �» a�i4P� eoawl WA -Tan r-r a Y4' ,.eanm !S COOT IS JOIN am" M A IRV" PON oltmuff K Mo w= Pawn aa9w MOWN NICHOR VAOfIK AM w mmr COMM: OWN= AIR 040M ON T• own" fm Sa. LCS T.M IOp2C ON fPmm1AE nomm MIC17R VACa MY MLLYOU" VA" Mash ON IMMU « 14 FOLLOWING KVWM OW INK OPOWM TO K MINSKL NEOMXV fell- I19Mar0 UNO FACTOR OWL NOT K UMI TAM MORN aMCM Pa1CAM FOR NLM AM ON ?M A moon ISODO. Nla� 1NF6 t/rP I/4'a_ t 4i t/CN _V4ti •04M•M aVm, p MiI w W NOON awash a ] a a f IR r.AMSNrap Op 1 a 7 a s Navy fltr Noy a a a ,A a IA IaRla 9k B>R RalaR _ 1tA•- _. tm ,4a - IA O Ina Im .1 • a..'ll . ! . : III •,. :I� +, ] wvxtm WAXWN AMPMIa MVa4M MR Lb. - 3 1/2' •'• Ala DO M TWO= cr Tw+ gw 01U1-a pocim ANAL a PNKMNM P" low >h APKIMMILE TO SOCIIOIIi / a 1f1fIMN PIIHwL PRit11111C MT11• (pat.) m oG1MRnE m OOMpIEff SUCK m tl01K1Q1E m oG1aRnE aOP1 m OpMf1p[ m I1toaKTC am m comoom m o0M VM SLAW m eamaNErt m mwMMl[ GLOW TO IaNaatE m CpH1CRI7[ •Olr ANY OOIIIf cioN or TWO LCNM V (N.) 6' N/A N/A N/A 6• N/A e' N/A r N/A N/A N/A 1 (7om 6' 4' WA N/A e• 6• 6' r r 6• N/A N/A I MM M) 6• N/A M/A N/A 6' N/A 6• N/A 6• N/A N/A M/A 2 (TOP) 6' N/A N/A N/A r N/A 5• N/A �• N/A M/A M/A 2 (BOTTOM) 55.5. -72.0 6' N/A N/A N/A r N/A r N/A 6' N/A M/A N/A 3 a 4 (TpP) >r-5• TO 6•-r OR LESS e. {• N/A N/A r 6' 6' 6' I• 6• M/A N/A 3 (Narrow) 6' N/A M/A N/A e• N/A 6• N/A 6' N/A M/A N/A 7 (TOP) e' 4- N/A N/A 6' 6' r 6' 6' 6• N/A N/A ♦ a 7 (BOTTOM) N/A N/A 12 1/2- 6 1/4• 12 .0. -63.3 N/A N/A 11 1/2" 6 1/{• 12 1/2' 6 1/4' a 1/4' 6 I/4• 6 1/4' 6 1/{• N/A N/A 6 (fOP/ODTTOM) -6• iD 11'-2' DOA. -73.0 N/A N/A 6 1/4- M/A 6 1/e N/A 6 1/4- 6 1/4• 6 1/4' 6 I/e N/A N/A 6 (TOP/8077oM) '-r TO 11•-2• M/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4' 6 1/4• 5 t/e S. 9. 10 (TOP) �A -M.0 r 4' N/A N/A N/A N/A N/A N/A 9• 6• 6 1/4' 5 1/4• a (BOTTOM) on LIM 6• 4' N/A N/A N/A N/A N/A N/A 6• 6' 6 1/4• 6 t/{' 9 (BOTTOM) 12'-4' ON LESS N/A N/A N/A N/A N/A N/A M/A N/A 6 1/4• 6 I/4' 6 1/4' 6 1/4• ICI (BOrr011) SU fHICTS 10, 11 AND 19 FOR NIM,M WK a SFwOM FOR faWLAWJM oR0 WOW MM ULOM MOW AWW VACMr AND WOMAN WON aSOU10E AM NOMWO ON TO SCNmuLE. FOR to LM TWM MOM ON SCOMU NIatIOE MIp10R OACMG a' WRwUNO SPACING MM ON 9040UL2 w ,11E POMaMO /AC10RS. TOR INK OPON7aN m K /OIZ RM= !MONO 0/MMN USING •K70R ar41 ICON K LM OMAN ~N $0100 IaaI11T0 /0 GCN ANCHOR TYPE Al AMCHM LSOMQ T� 1/4-6.,,,. 1MKR 1/4'. p rpw I/41 1/r4 1/4'. 1/4Y at" IP031 IN. MOM vmw o ~F.MMIuv ��• ` f a a 1 a S In Lae : ltr.r iA DA) 7 3 ! 1A a ,A 4 S .A MMn FA-07OR 1Ir s s - - - --- a. Im .a7 - a ,m - im im` !14-10 Rr10AWE PU18 _ iEtgS1MIG TN000 IEAOER to WD00 1�Rp� IKOUIla4w ,� `{`` l� IhfO PAiLSItOC PLIIF m �OoSttN) I000 MEADOW �.. f. 1 �7 - OW � I 0) LJN. i rLi i TO CLIAL a•E fnIeGINE GM F611 1 •�6a al1M.m ' M (. PANEL SQ M01'E�N M- PANEL (9fE MOTE MIA MIT CAM 0~ o�'or I !' eA0' • � I '� � � i • 1I 1/2• T4 : KE» '/��• � � wE. r/ 7A'► Ito" 4114" Mm 11D1F�H 509or v 7A1r ,• �,� '�'' `_ _. _._. 1a I 7M[ION 1 `. I� __ _�1 HAG SGlwi • _�L1iL \ 1 I. w ?' RTHALOW 2g6p1 WOOD' 2 "TKpi•IRaDNo ; POEMIIMTKM Al MID / woom of PLATE THRI1 { II r as /suoo/ �wD w/ : { k; ` TIsiJO(A i'!N[TII1110N ---fir.-- - At MOw16M OF PLATE-.-.a1.•l•_ yF igloo SCGI 1i �.Ii�A{.iATI� NOSE -1 10Mi 7/eal 6 law I. 0WASATIONS FOR ALT)ONTIVES 6W. 9W 11 IOW ONLY VALID FOR 11WIMIMI KADMVOS wITN A.S.O. DESIGN LOADS UP TO +43A -N.0 ps.r. AND PANEL'S LENGTH UP TD I2'-4" F P A: T/lam L FOR HEW WOOD PRAME CONSTRUCT&& WOOD MEMBERS TO BE SOURIERN FIDItlDA BUILDING C01 PINE HID. 2. W/ SPECIFIC MIS41Y OF 0.55 OR EQUAL. 3L:' V_ aE' werlr NVR mN of �et10Ns, N0. 41 * .KK 1Ltfo5. +c 20 VAX OALVAl11ZEL TOP a BOTTOM MOUMWOS CAN BE*'• . coweRreD IN ANY rPAr ro sort ANY �. IL E C O ENS- PROTECTIC INSTALUTDN. o••._fi alo.._-..-:,_� - 4M44 INSTALLATION ;/' w • r °° " DETAILS FOR OPTION 1 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES OC14R solo /SLEW Lm6S, ,1 J7 I I I 1'NN Mlr i bOM� NOW 0 12 1 ALTERNATIVE 1 ALTERNATIVE 2 4ti.r IaHCHrII I m i i2 1 on i I a r v- C I I � I � I I rGao VLmIR ' �� M, `t � AE01ww0 � •. S Ia-t �TERNATIVE 3 ALTERNATIVE 4 1/i•. UW K� 6 r oa r/ , 1/Y 1/.v-1wr as Ms. R r on. a 1/4,P-9a P AMM fVM%2 o GP ALTERNATIVE WOOD FRAME CONDITIONS R ANCHOR LOCATIONS a °o r , roao rows IN - I• NA7E am... llAttlfR Taws am IIaM, NOR CLAW WALL M UNTING INSTALLATION ALTERNATIVE 1 W own wr - I' 2RBS ,. sanKl alola ARE o1LY WwMAqq 10R TNammm ,III, Asa 0c mI Lamm UP m NSF. -72A Fw Ala FAIQ7 IENNH UP m r-r. L PMI Mom.. L2. R/a 1PEC7C , a11111, m oC� -- K 1OIIII,OM � -Cu O a U a) c- O O a .� ca V -0 a, � = O M O Q O <I+i O E .� cn -0 � O CD- L H- (C .0 C . _ U) �- N �V O "' C L"1 - m tv1 ,A x N d CIJ N AV t N d O !V 3. Y a) ELF .y w w c c C 3 `o a L.1 N G La SHEET NO. SH 1,11 '---_---'----'---.------ANOiTRS (am SECIONB ON MEETS 17, 1s. t0 R 20)------ MAX. W17, W17. Wu. 1S/17. 4y17. /R/1S. T AWL ISM6/19. 7Aw/111 ! OW130 �Stw/Ttt 7SN/Tf a 6Sw/6S 1' Not -t---+,'tom - - ��_ _ b Ilt o 0 0 0 0 (� - 6 , 1 14- -7--T- I T Y - I�4. T 1 Y 1 �- OX Sam OONIg11 �� 4 NMI. WR SMrw/1WAS.IW7)T/ f ,I• uIN. 3• i ( AMAII R o w/YD L,. ____-___ __-_-ANCHORS (SSE SECTHOIIS ON SICITS 17. IS. 16 k 10) OPTION #2 FOR LIFE SAFETY STORM PANEL(j) ELEVATION SCALE 3/16--l' ! ••�/7�) 170 "L 6w SECTION A -A SCAtE 3/Hr.t• MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f. _ma CORRESPONDING MAXIMUM PANEL LENGTH OL" SCHEDULE MAXIMUM A.S.D. MoR. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (p.I.G) L (R.) (SEE SECTIONS) TO GLASS CONDITION +55.0, -72.0 E'-8' 2 3/4' UNBOLTED I WOOD AT wm 1 OWING p CLAD am PANEL 1EM16IH go wut�to mu mm I WDMRr) PARR LEIOM :F 1 ON ■16T 1AS (4 %O1A 6) i v - --® COWS. L I cart. ` t f I, I ■ 3/2r wWO OUT � I� I TILFr wa W ` j I wwu w 1: t/r oe t tl Y "now 6 r o.C. j (I { tfaoND) TAPCOT/% (STA6mL® w ,r ND ar Ian M 1t b/�M )j i I /MSWt Umn ETM .______ WALL +•' DO PLAU AM I_ ___�.-..., s'1d' wao0 PULE am OCHE 3/8'-1• W^x 3/r-'" T EPA• II Buret �•' DEN; 3; J ,. M BUUAM 6 ARE ONLY WLA1 IN SALOMDS WM A.S.O. LP TO •563. -7L0 PW AO PNKLTT LtRC1H U► W r-r. ce6wN LOADS 4 2. FOR NEW "DO mm COMMUCTION. WORD umm TO It 10UTNM '. POE NO. L W/ omm OEWITY or a." an Mum. L, �i ,a•. tLT ._. �1 4•P UACON r " /1 1 r MN. THw ", M w000 MWAO[II � { PAI4 (IDS ANON I sum -R Sw IN mow M S/fS, W ii IMq N LIMME 1111111111-1 RB., • /3E' IIM10 MR I �ati trtFCON • r ac I OF PLAWi10N AT LwAIEM I LL� i, JW RATE I�w000 PLATE VW IL "91M 10"IATM SCALE 3/1'rl IrOC. TT MMW wow 1, 01R LENGTH NOR t Haim i I ILL W/ No -...-.ItMALLATION DETAILS FOR OPTIO FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTINGCONCOR CONCRETEfYANCHORS TRAM rtMAROHCMO MCON NKm 1A ao L'arcaalE1 •� POURED TEObNCIEtt cON,cR[T DR cOINaETEtE' , ; ADCK RECARRED @LOCK Rf01AI.D % BLOCK nEOUw o j 1 SIACN 11EOLMRF.'0 :. �'�f\•� �` I i �. ' .�. ,I'.`. V.4 � - WANT. i ,.\�. �...�.. i ! 'r'.1 � .. Am SING i t { 1 I Y � I 1 ttW HATE 0 ,--+- r-- i me .� E. P 1/2• - i T/a'�•-ip,3({•s,s, Na w/ •HAY , t /•P-2 14'&S. ILL w/ /6'APS/32 WIND OUT W131RA ! I"" --i/BYAs/32 WHO NUT WAS"" ',DJ V/Y► i 3/Jl• wWC /A1T tN/y • �• w„q !��� • tY t/2' O.C. I (MEMOIq) fT (my)Snl.. WAM1O1 • 12 1/Y O.C. C�t1 o �1 4' TAFCON ANCHOIIS t +' TAPCON ANn10M i._.._ t ♦ TAPOON ANCHORS 1 1 4' TAPCON a t/r oc.�• 1/E' oc. 4 11 (Ww61RURE0 W/ stun) (RA00tAWD W/ SRO) w 4 t/r O.0 °mm commm w1�ET AmR ow OR DCONCRETE AncN "CACONCRETE ONCRnE00N�'EAocR an CONCRETE ILOCN RtXw= 14oum PADAM Rf.Q1R1.0 0 1 �� �� !y MIL Fl SCALE 3/r--t" SCALE 3/Y-1" WAX 3/6'-1• WALE 3/r- I" HILL •a tO a M TOR ARnaa ooAt • blOs Tat _ 1H1 4PSM F FOR IWLUMIOT6 MID bN ra Allpq aN46 P.1 a PAIRS two #AMC TOLE OWINC4 ME ImenowLmftl DM THIS WK 0 A 01011 7PWCNIS AIW 1 HIS 'wrAAt4ry �� 3 soma NSA fd HW DVW ANOINTED ON 11bm,w[ RMAC NRIIOR TRAGIC Wr wr at 1M0 1WAC0w •o,M 011 snlmlRt r tK POLLOw1110 FAL•IORE ra TNt OPaanl to K ICE, RmIREO Avg" LwOMm 11M10 rACTnI 1ML1 NOT BE USS iNI1 Iwmw LI *CEO soma NCR 004 ACHWN TYPE am THIS SLKnAE saNlrM d,� w 1.1 3 ICI* Y ITiswL ,• is 'a/ _-_-- __ V MIN Ao WALL t If M mmy is scKE 3/II••t" (IDESr 1. INICINLATOIS ARE aLY WL0 I" SUMAIDf ITN AAO. MAIN LOAN UP To +SOLI. -72.0 PSI, AND PN[L'S LENGTH UP to r-r. t FOR NEW NOW FRAME CONSTRUCTION, WOOD MEMBERS To K SOUTHERN PINE W 2, w/ SKCMC DENSITY O MIS OR EOIAL INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POUREQ CONCRETE OR CONCRETE BLOCK STRUCTURES TAOON AMCHORY tAFCON N4rAlDRt �ri• o.c. Am PCAMED Ana, x OR T I 1 i 1 i LOA I � �'� Ya-10•. NwEtaWE PLUS w!/_� V32' WINO NUT 1RZO, EOM • f 1/+• D.C. _ .....RIM MNDIILTAocR A1'ALAIEO IS ACME S/6•-1" SIX • !m MR ANCHORS TT[ a ItRwIA1 w 1Wt 1 K /IMm- 1/+S .Tw, ING P fAAOI1w FOR DM0NW AIM 1100E r AMRMw M/Nww OV I a /11YW SLWOIIS. WW ANno1, IMOMI AMID 1IMwwM ®Z OwwVICI AK ISIOAIm n/ HANG •Ir Awrn A a 3 7 1p 1 imu FOR La tfl6 THIN IwoAm CN IOm u RMLKt mom W*wa r Y APN ol.r w ON Asua i� P)w w Tit"OFOUG"o n I" - OP'RM1oN 10 TL POMMLL MDOCO) .. - %VO4 OM M LOW FAD10D SHNL NOT SPACING omam FOA EACH N1cwR""m4M"E ON rm SCHID" a tLT•..._....- r-----' - aM I AR, 0 r� 41a1,r Loy i ! 1 _.._3 I thtb'M PANEAAIL FLUB W _.Mr101[TEEDM �i[ ���• ui,< SCALE 3/r.1' N N cn Cfa N U N O o .� O c Q ca -aa- .� UCD c N = -a cucn O O O O W C O U- cn I- Q� Lcu W""`aw` r V n. ur c EXISTING _WOOD STRUCTURES Rmcm MEttes, WAM E Z OWL R1Il'RWY 1. E-Y HANG STORM PANEL SHOWN ON THIS PRODUCT tVALWTN)N DOCUMENT (P.EA.) HAS BEEN VERII'mm ItW COMPLIANCE INaq MINIMUM EMBEDMENT OF TAPCON ANCOM 00 PANELWTE FEMALE 0 R PANELMAn PLUS INTO OmoRm -"-5-+.'1"-J • AGCORICAN E ITH THE 202E (ft EDITION) OF THE FLORIDA BAIDOC COOS. BLOCK SHALL BE t 11/4'. • DESIGN WINO LOWS SHALL K WIDIMMIED AS PER SECTION 1620 OF THE AIM MENTIONED WOE. 6.2) MINIMUM EMBEDMENT of 1/00 K 7/6' CALX- 1 ANCHORS SMALL BE S 7/9' INTO CONCRETE. FOR A AS R!'OUMED THE TR�1� ' ; j,. , l �• ARID SPED r THESE �R)T}�L� TRLL EE INSTALLED AND NO EMBEDMENT INTO ANY flMBH YDW SMALL K PERMITTED. FOR A OIREClONAUY FACTOR Kd-0.86. USI7G ABCE 7-16 AND 9TW,L !qT OtpiO TINE tWIMALY (A.f.D.1 I i - 1/I�r iN+000 w 6' O.C. 1/4' P-EO SO SOCwKK BOLTS USED SHIALL BE LONG ETIpUGN(fNOUID ANY TINISMI MATERIAL tge'T) 70 OESON PRESSURE M1MOS INDICATED ON SMEi15 2S R Y6. ENGAGE 3/r INTO ANCHORS, •W i ` B t 1 ' M ORDER TO VERIFY THE ADM COMMON, ULTMATE DESIGN MIND LOADS DEIOIMMIW PER ASCE 7-16 WALL BE PAST REDUCED TO A.10. DEWN WIND MULMLYMIG THEM W 0.0 IN TO HEADER ' LOADS 6Y ORDER B.3) M CASE THAT PRECAST WONE, OR PRECAST CONCRETE PNEUS K FOUND ON THE EXISTHG WAJ, to COMPARE TNESC W/ MAT. DMA) DESIGN PRMSUPE RATINGS WWAW ON SHEETS 23 R 25. ANCHORS SHALL BE LONG ENOUGH TO WEAOI THE MAIN gnkCTIRE KWAD SUCH PANELS. AIGIOR W i 1 SMALL BE AS MENTIONED IN 8,1) AND IN 11.2). J IN ORDER TO VERITY THAT COMPONENTS AND *ROOM ON THIS PLO. AS TESTED WERE MOT OVER STRESSED, A 331 INCREASE 1/2• 1/4• IN MIANABLE STREIS FOR WPM LOAN WM UM USED IN T1wA ANALYSIS. FASTENERS SPACING TO was HAS KOO WOOD H01OE1 '1 ,2' 1 { , ..-' DETERMINED IN ACCORDANCE WITH N.D.S. 2015. (C) AN04M SMALL K INSTALLED FCUOW 40 ALL OF THE RECOMMENDATIONS AND SPEQIICANONS OF THE ANCHORS STORM PANELMI 'S ADEQUACY FOR IMPACT D FATIGUE AC RMWANM HAS KEN VERIFIED IN ACCORDANCE ITEM SECTION 1026 Or REAwEo I ><� �tRE of THE T SABOYIE - MENTIONED CODE AS PER FOIESIMTON TESTING LABORATORY. INC, REPORT / 2032. AS PROTOOOLS TAS-201, 11 IT ro LL RRESPONSIBILITY Of ? E 1HT VERIFYSMCPJK WM 0 TO :1E, 6S� D TAS-203. OR ROOD FRAME IRALOP 5. 2. TITS SYSTEM HAS KEN DESIGNED ro K INSTALLED ON THE OUTSIDE Or TtE OPEMW ACCESSING THE OPORNO FROM THE F.1 i "0 WSOE w/0 THE IAA OF A LAODEM OR LWT, TM APPLICATOR IS VALID WHEN OWALLAION 0 INTENDED m K PERPORMED 12. THE ISTALLATION CONTRACTOR S TO SE L/CALILX ALL SWITER COMPORT WDES NOW MANN IN Common IAOI TIE MISNOE d STRUCTURE. COBALT WITH THE AADNG 10 PIEVEIRT MIND/ION IMRUSON, CAULK AND SEAL SHUTTER TUCKS ALL AROUND FULL LENGTH. G+ R:�) to N, 3. SERIES 1000INSTALLATIONINSTALLATION B APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WMMOBS WHEN INSTAUATON IS REOLORID to BE _ on 74I�iIII aN twm iQ I PERF04M FROM THE INSIDE Or STRUCTURE STORM PANEL INSTALLATION SHILL COMPLY WITH INDICATED RI INS OPAWRC PUTS ANY BURAND OI S AZOW4 AAss i ! ,L- Yu. 'O REGULATIONS PROVIDED BY THE JURISDICTION WHNEIE PERKS n A'PtEO TO. 4. SIM 2000 INSTALLATION B APPLICABLE TO SINGLE AND DOABLE HUNG ANSI NORROIIAL SLNELS STYLE WINDOWS WHEN N •-• G .1�'. .. PANEL LENGTH N 4 OF STRUCTURE INSTALLATION B REAUNRCO 10K PERFORMED FROM THE INSIDE . 14. ATMAt AID DOORII. RS, INC. E - Z NAND SMP ft ANEL SYSTEM- IS PRW PENOW. 'r• r 1 /FLAW) 1/4.0-201T•. 1 (ME NOR 1 BELOW) ML WI _ _ I S. ALL ALUMINUM F%O419pNf TO K I063-T6 ALLAY AND ]CAPER. (LINT ESf OTN[REIRE NOTED) 13. (0) THIS PROONCT EVALlLL7ON DOCUMENT (P.E.D.) PREPARED 8Y THIS WW1EE1 IS GENERIC AND DOES NOT PNONDE N Y W 7L7/fI: _ WI10~M1IT 3�• ' f INFORM4110h FOR A SITE SPECIFIC PRWECT7 I WHERIE THE SITE CONDITIONS DEVIATE FROM THE PRE.D S. ALL ALL6AIRM SHEET METAL USED AT CLOSURES SMALL HAVE JIM-Mt4 ALLOY. V C3 � (a) CONTRACTOR TO K RESPONSIBLE FOR THE SUM". PURCHASE AND INSTALLATION WCLUDIND LIFE SAFETY OF I I 7. ALL STM SHEET METAL PANELS SWU CONE fTRUCTUI K QUALITY STM, ASTM A-653 GRADE 50 Min„ OALWNCEM STEEL THIS PRODUCT SASS ON THIS P.L.D. PROVIDED HE/SHE ODES NOT DEVIATE FROM THE COMMONS DETAILED ON THIS N (-. OMWATION B. sf9 k01 (A7m ROLLED). DOCUMENT. CONSTRUCTION SAM AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. L.) r0 co ALL SCREWS TO K STAINLESS STEEL 3U4 OR 310 AMSERIES OR CORROSION RESISTANT C006STEEL AS CARBON STAS PER DIN (0) THIS PRODUCT EVMLATON DOCUMENT WILL REONWOETIW OON" IF NODWRD. 50018 W/ SO WWI MO 270E411714 AND 10 Aw TENSILE STRENGTH R SMALL COMPLY W/ FLORIDA BUILOM CODE SECTION 2411.3.14 = (4) SITE SPECW)C P1101ECM SMALL K PREPARED BY A FLORIDA RC06TERW ENGINEER ON ARCIITECI MICH VEL � o f. BOLTS TO K AWN A-307 GALVANIZED STEEL. ON MST 304 SERIES STAINLESS STEEL. WITH 36 to MWIMUM YIELD STRENGTH. BECOME THE E4MM OF RECORD(LOO..A.) FOR ME PROAELT AND WHO VAL K RESPONSIBLE FOR THE PROPER fLJO ® 10. ANCHORS K T TUSE Of O HISDLA THE SITE SPECIFIC p�RARIDM MRAS A � W� ENGItER /0 1L/E PEO. ENGINEER. SMALL � CV � { To WAU SMALL As FOLUDW& (A) Te EOstING..POMKD I (A) THIS P.LO. S1AU BEM THE DATE AND ORIO AL SEAL AND SIGNATURE Or THE PROIESSIO AL CHOICER or 6i a) s �^...' S, - 1/4.0 UPCON ANCHORS Ae MANUFACTURED IN IT.W. BIRLDEI. INC. (MIL rc.3112 P.M.) RECORD THAT PREPARED IT C EA I - 1/4' 0 % 7/2' CALK -IN AIICHGRS. W ILA/RIrALTUREO BY KWKT TIC. (LIMN. f0.3000 P.O.IJ IS. STORM PANEL MANUFACTURER'S LABEL SMALL LED A READILY VISIBLE LOCATION AT STORM PANEL IN /14-10 PANDWE FEMALE 0 R PANDAMTE PLUS ANCHORS. AS W"ACRM W ELCO CON4TRUCTOS PVAXW . ACCORDANCE WTN SECTION 1700.93 OF FIARICA V - Q S+ f0 _77N WILDING CODE. ONE LABEL SMALL K PiAM FOR EVERT OPENING. (re-L"D "J:) VAEIMO TO COINIr WITH SECTION 17009.2 OF THE PLGRd1 BUILDING CODE. -� ( { ' ll WW NofEAMI AMINIMUM1) MINIMUM EMBEDMENT OF TAPCON MOO" INTO MIRED COMCREM SHALL K ND 1 3/4- A2- FOR PANELAATE LO y N O •-' '"M d O .• ' I' ,7(BE1'OND) II' 0 ! PAMELMN7E PLUS. a -CIA cc A2) MINIMUM EMBEDMENT OF 1/4.0 X 7/0• CALK -IN ANCHM SMALL K S 7/r INTO CONCRETE. NO EMBEDMENT INTO O. A /1h10 IVIEIWI[ ELL.. J. L_.�) { '•. OTC 1 :/6 t 1 I wee. ANY FINISH T4ATElAL f1ALJ. K PERMITTED. 1/4. TIK 0-20 44 SIDEWALK WILTS USED SHALL LINO ENOU"SNgRD ANY FINISH WK EN TEME=n TO GAGE 3/4- A H N/IO ON O AT MIOYTIOTN OF PLATE A r a CJ ... A3) N CASE ANT PRECAST SIONL PIIEOISr PANELS. PAVERS K FOND ON ETOSITNO WALL WAI HCONCRETERE4 IN G.............'•- N FLOOR. ANC/ORS SIIPIi K LONG TLOUOM TO REACH NNE MAN STW1C11AE BEHIND SUCH PAAIELS. ANCHORAGE 911NL •�:• VCE1V�'.;� .MO.. N1NMN K AS MENTNEO IN At) AND N A.21, p; TIU fT.A, -/j,/�, No. 44 w •• fcME 3/6'•1 FLORIDA BUILDING CODE LN19h Velocity NurmooNP Z*rA (B) TQ ETL••+•urs rltMrnxTc M MY wq I - * - 11C A 1APCON ANCHORS AS MANUFACTURED BY LT.w. SULDIX INC. T * FLORIDA BUILDING CODE h1 h Woolly Nurdame Zone NO 44167. ' * Apt 1a16W, W. 20 GAGE GALVANIZED STEEL. STOW PANEL fP, DwIM rM - 1/+• • 17/B' CALK -IN AMCOAL AS MNWFACTVRED BY WWALT WC (rm-ISW P.P i.) 4MN4 t1u"D. 0e. FP. - 114-10 PAFRLALTE RIME E AD PANRWtt PLUS ANOOIIf, AS 1YWU►ACIURW BY RW CONSIRUCTNOI �' •. * ; :' 20 DACE GALVANIZED STEEL BTOW PANEL c *T' * 7 - - �'•� .-.�` PRODUCTS (fm-2071 P.rJ•) .._. COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS �•/� (,■ ,,,W , mAI) (SALE 1/2-1*) i OD a,N rV/24 4' I�araaAOCRwE�R ® ®AILnwIM %a TIME "m I sum 3• W. 2'/24 T'/24 .�T �•,•, (Ia LIOME a Il,oNi f,____.y361•--- or f wa la 10et�i0H - � »SCRICIA- L`r. '- T- RANI snf a ASTE "Rlm CI) �iM�'-.,-'.'N I• Wei. rN�u Ursxf • __ _ . _ ._..12soo• (ETELTM WGTM-- ..._-------- i (------( I 2.230-7Vr• W r a� i /` T, �.(L�0' I emu• Y `� 2O7' 0.036' IIML TACK NOMM().i'' 3AOD' I I J•6O0• .. _ ,rY-r -. ..n -TT M %'l• 'r-r-T- 1rwT�y Q/p 60 Y 1' < r 'IYP. -� A- �.T1 �16 + i I 7.2M'F'LAQL)a �N (rRTWPMI PAeJ BNOIDR Mij MnoE011 MIIILJ fwe PAREW R • t1AR BLY 3� 4 a 'J K[ NOKm3, a IRON i 2.00r 1KY1� IHMM aA= no MMwIRN ORAL L - ; �,,.� ) I I ' - EOOE 0-SO /NRI 1 . J , , T 19ETA11 A ) 46 E .I ! I I _. ..--------`..._.__-- e•Ea0•----...._._......._..-.. _ �._-. •._,__� '�---2.470"--1 R'P�, • T a T • 4 w W/ I .... .. • ._. .� - _ ._a HILL w/ 1 © STORM PANEL 2.47E - - + 40 x •L• - - - .. 40 x •L• O2 REWRSM "h" TRACK © R6WEBM RUN TRACK l 1 L' wWrt�JSIXLr- AM[tYpq -` AANN.tTE Ow) R/ HEMMED MOL j-•.7s0•r I ILt NOTE a SEDw....-•% �WfICO OI '• L'E" NIEIOII�r,••(�,r- •MI - LTA nLTERN,UTE.L9GL" 'w'E a Qa®W/ aA '•'V87•® •LAST ►AI16 tt t MWINAm At OCR, �tL• ` OF'O MANBAEfIWTA O I KNIT LE qID •ANaH WAR .o.a 1-.. MTo Ero Iarwm"rFwoM Pna"roOfTICIII °a s a+ C"A� n 1 125- - HIM[ a - Ti i5w '� T•' N ff -7 - . T ftllt'G1U'IL . , ow '.' w 3.7JO' If /A Maw/p Na w 1p Ir w In NIa GAP -1 FIR ISOMETRIC VIEW DETAIL A 2AWar x�• ROUNDED CORNER 0 ENDS OF omm'f I 126� T ®� ®® �TMM e-B "' T -- END LAP W/ NEMAED EDGE, i._ - �00• ) (N.T.6) -;- -1 �A2r tqw[ . 1 IEQEE.S . �2.000•-J (T),P•1 .. _.-.-. .._. y ymr.-..-_ -. _ ....,I� (t), TML'1N111M1 ar IEWwA teDO; E - z TAtTOPPIVELSYSTEtUAAtt 1CONSISTINOS kmPANEL A, BOTTOM w/ PANFLAATES: r w . (')• - E - 2 HAND STQW PANE. SYSTEM CONSISTING K PANEL - CM), pppp PANELS WALL KRAYS K OOINECriAp To SAL BY MEANS OF O4 is 6 Epp z x- 0�i ALUM, ANGLE SMALL Cent t� "'° + OM M. PAMEUAIES OIL IF LS7pWN3/(g{�)'IT�r w/ 15 LDNC TUCK A END PANELS O 1 1 4 UW O (2) .ZWK ARM. RT TO SUCH PANELS. TRACN O'MLRWISE A STOP BN SHANK HHA NIKJF ORS 1[�(� BEL � 1 4'II-20d 4 w/ 1MTt AS 125' 0061-TB AI1In. ALLEY t/A"a-R/IAONE/L4f' A!: w 7 wMO NLR oR 1 40Ny/4• NA DESCRIBED ON wU,c iAFP® (3)1 MhD TA/P!O BOF1p1 T i �a As'TOIFRyY BE AT EIIIIEI� (s). WHEN ETD r+AND.E/LIH IqE ,IQNfTLY w/ 1s• LONo (� AT I EXTERORI MT RANKS OF DID ARM- �TTON But DID PALLS ARE NOT 00NIIECTED ro BOT10M TRAOl , 7"STOP BAR (4). IN CASE IIMi ARE NDT COIRECRD TO BOTTOM TRAAK Ox A STOP TAR ®) fW L MS WHEN A TOP N WHO, PSOME, W PANELS ARE DIRECTLY ONLY USED AT TOP D LEAST TARO PRIES LLKL K CONNECTED TO BOTTOM TRACK (4). MOUNTED W{t ro EMSTING [NwDµPLAwBI>� 6 IRBROOF }gRS, ONE INIONOR USED SPECS ON NOTE (3) ABOVE IN SUCH ASE, CONNECFON OF PAILS MAY K UStO JONRIY w/ TICK Q) AT BOR(M ACIIIJD BOFON TRACN TO WALL ppp lO BOTTOM iTA(7c WY OCCUR AT ABLY PANEL LOCATION. W TV PNIFLAMIEs FOLLOWING SPRCRLO SHOWN ON EEYNTpN AIO w/ 1/2 HMG. CODE OWANOL FOR THIS WRF.WOR PANt1 USED Y / � GOES A' �u(/r (5). SEE SECTION ,', r R 4. ON PW 24. SEE ANCHOR SCHEDULE ON SHEET 25. III NOT TO K CONNECTED I NAY 11h11Vt. TRACK 4WL INsrALED .� 7yp'• - .o5a• (Tw•),.•''vCEN,:••.!� (;t� p• TUUr oYEwWETArW LErT a Wart aDE arrEBo1T ►AEu HPNE L............. JiFLOR IDA BUILDING CEDE h vH NMTrIOOme *..44167 SFLORIDA( BULDNIG CODE Velo6N NurF(owno Zeno cE' ;. ATE OF ,•'@ .FAD STMo, NC 20 DACE GALVANIZED STEEL WM PANEL WIN;; No. 4 tST 4M00 n1lro P1e 20 (UDC Ganum STEEL aTORIf PANEL WA ' O7 ,�u" 3"(Ilalt.i ALUM. ANGLE © NAl IILIECiiitNe w. �,"1�A u n/0° * t-; ��E.-- p/W / __ STA OF 11 L 1 C C O tMe. GLOBAL PROT1i/ppCOMTR%I,wONT PRODUCTS. U.C. D Daft "A "WoOmp-pp BDB3' 11f AYIfI• ALLOY NF , awL MONO d/A)"0'7IY, NIC L7A0/"•OF/T 21MAINP Kc � S aN +• • w M-OW='. R Now+' mo) M-7AA,� riP., a, m-.r, PL ww/sawu 4wa WA11DL A My„ P "'• - aunt >a M M NIIIN E' �R A a•L ow I CROWN OW or Coo ANim IA no Id" WWAM 10 IRAIL 1Ka1lI 3/0.1' b 4 e �E7eiL1 fGLla 1/Y' . 1' Awl PANEL 1 INTO POURED CONCRETE_OR CONCRETE BLOCK 4 3,1W1 cn W W "ONNSISSIN U) CID O U U c 0 cu W LLJ Q Z Z Q ,-_I SHEET NO. SH 1.2� 1MAWA1 A.Ip, Ma.er TO OI/M WIIptIOA fmYa "&0. -7" m• at Ln{ 2 «//r BOLTm • I'. s'. a 2Yr a 3v ♦IBA. -704 7r OR LEON 2 7n• HUED • r AN 4'W «OLIA«-R/-a.•m-or-Asir W «NWT Al LTRIRN R WA OF rAPwL 12010" ^' a a �i E I( • AI H+ AI •.H. t 1. ,HC I MAXIMUM JIMAM SON= FOR L 0.. 7 I/r - AI«LWA t0 SSare�IkNN O THEM MAWMN MAC L�'M 1. 0A) FISSURE M 1. ,FPCba oftr_w FKINU W FOWL a 11111BMWE PLA IQ OoIIONDE m OOIREtE IN, aA1OEi' m a== 12' N/A t2• N/A 12• N/A it M/A 11 a 2' (TOP) 70' OR LESS It* 3.4' 1Q• r r A• 5• 4' t ) Ir 3• 12• S• {• {• B" r 1 ON7fTOM N/A N/A N/A N/A N/A N/A 12 1/r 11' 2' (BOTTOM) r N/A { 1/2' H/A 4 1/2• N/A 4 1/2• N/A Y (TOP) 12' N/A Ir N/A B 1/2- N/A { 1/2• N/A 3' (BOTTOM) 12'N/A 12' N/A 12' N/A 12' N/A �' (LOP) tr {• 12' 0 1/2• 12' 11' ,2• it' 4' (BOTTOM) • UOIm 10 6L0 PAr. ASP. EEM FN CWM RATWC. AIM ENDS, 26 Am ANCIMR{ TVK At VACM6 MR WHt1ALMO S ON OM TRITE OLIO W Iaa6N ANCHOR WAC M AIM OHLMIIM 20N mumm AN somm ON tm =*BULL FOR La 10 1T4AN PRCOm ON SOADUL MUCE 4,CM WWCWM BY NUIWLYWM WOOM !NORM ON SMMU 6T TE FOLLOWING FACTORS TOR 1148 O VWM 10 K POWU MMPM WACM COMM LAN @ PAC 0% SNAU ANONO N LLss 71Wr wmm oPGWIo nem m MR EACH ANCHOR tW E A MONO NOMM 11R t 4Y ,pY t/4Y t r0 TAOON _ Owe rL Area P ME 0.3 2 a a I ,n MM•wom O4AN11• fJ 0-4 61Nr w a 1 a a a 1 ,/a a INN soft SY PIK nomw N■a • • - - r ,AO - IAt m E I ,A too t + KOLIMES M•. OWN" KM M WMDM OF PAIL I 1/7' me ® TO BE I& Mu 1 1 ++ REOWES Id- OWAliU KTWM M OM Or PANEL AND (A TO x 311C s/,r Mn• COMPONENTS FOR REGULAR- LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-1? - -_...-12,,2r (TOTAL MDDQ.---• .. __ - -Wd"w)-- "0 t/4' (IMP.)--- .. __ .37Y..1 LETS• }.7w r....:�6�AMU 00 IN 7144• T•70p•._. .-, r-, 3l0•,-. 1.210• 00• 1�3 .lNp't')•, 0. to. i iI 000, aOR a t 1RRWEm] .w0• -U; I I i / �t ADO' I _,�,,.. •mawALVIMno am Orm �'. b , 3.3'!S• .al1r I fDOE AIM .1s66 - ilY, - �o„= I .06L' - 4�• , A Y 4 .- J // 6MK 6D team J 011AIL A 0-6D UMW. 4 f EOOE • 2.T'�' • T R380• STORM PALL f- '--13w' DETAIL FROM wr m IN6pRMIA UM NAM" NY/ Ilr UB - J'mJ--,._-.I AT aO AT LEFT WE OF PANEL 2� New MEAGER L -/ 'F' TRACK O4 ANGLE WITH STUD T A4Mtt9 ._ IF Ls! ,� _ 1 CAO.a)a' / .J16• 0 w/ AIDMIRt7 fox -WOW • 2pp 133•' II70, J 22{' 14ar •II26' asls' 0.2wY --"-2.260' .-� L 1 ......(Mao• i • ' PANEL t OR tfi011ETHIC VIEW DETAIL A .ts3't" �7r I �°•!" ROUNDED COMM • ENDS OF PANEL'S P • Mk Am• -2 3", - END UP W/ HEMMED EDGE i�'� ems• O r FAfl PM WASHER 3.750• ,on*f Lai' f). Oat MiE4 ALW. KEY HOLE AT Pew, Y O,DiL SHEET ItFOR mono w L144' y, .7D0' a 11( 1 warls1OON F Naw LOON a I -� .PHI• O ,F 1R6• t__ ONLY WYD FOR WMTAlLao* wm 1.710• Ij (- Ow.l A .tlf-: NAM SWACNIMf. M �te3• 3.7'w' --).t14r-- - i t.,16• ..-..L 12Y .ow ■ I,4N'1 i.OwY (2) REV, aN• HEADER ® = NEARER � l fM -,• INN. rD 6• MN.- � N MAIL ! .2�'0�00••P-i�'/yF pAy(•L yA6.E./.1_.�j� ® I- ' 1 tt R1r TRACK .374•----3.Oo0•- .--� Auor (i iIA- w1ul '70.101, ... .-- -- f`� -J �e 1 -; (w .,mL`- �$76• 'MWI. (". 3 S'110EN `� SYSTEM) GM 70 JLLUIM(USE ONLY FOR E-1 Hmic ALMPANEL -.--- + Np, 44187 i FtGRWA 6UILDINO CODE Non MI n IhtoP NMrrbon6 ZOM i- �' 1.20+• '23, 1i. 6 L _! ©_ -!---. STATE OF mM mma •e 24 UK OAWAMIZED STEEL MRIE PANEL gMr,JI'N SEE Swnaa-- IRYSNO �p'•., R a/a7/6NK _ o IL SEDANS. 6 � teaT�• . 4Wm bat 1 NIIKT ® © BUILO-� ® ® e1NERED WINONUT ' r,, ;;�R ^'^ra"' FMN4 t4a4MN°�T•wA 3194L6.7Mr67a 20-175 i��� UT Ni• TRACK k • (ZAMAC 3 ALLOY) rt A --AL F09GIRT 2 O t0 CONCRETE (LEE fOBaIRL l gun 6 THROWN 101 COMCR[TE REOLAMf-� I' O IirN oa"%n 1' Va. PANEL LFHOTH Mix ON Ice"uLE OF ' MAN ti 1/2' Da t CO«FD1IS�IONO' 9W CONCRETE ANCHO1S SEETL 6 tN010110H 10) LCAL 3/ L, CONCEDE AMCHDRS -- .�,- - (NE SKIIETHR EEPS 0 TIg01GLH 10)I I1 EA.. 0 THROUGH 10) ALTO"Wt CO TE iSHMS S 111ROIIONON 10) OUPMO POURED 1- «. OR CONCRETE BLOCK REOM6D. _ T,ONTE LIM CONCRETE AW,#CU SHEETS I ^ I _...� ,a LGTL r fir _ �S • • IM aN: 1 17 MDR. (SAL M29ORL KP RATION _V F > N I TO ISA98. ON SMASH SPAIDER SCHEDULE o�LAas I .. L1 •nit '; t aril S M 3) ; fr L WOL1W� 0 kiow 1 AM t� - eL '4 - 1 K NOW A•a 1' Mmt --'_� _ Jf ,M M P6mr4n -.. , R LRA1N 411W r••ry PANEL LEFMTH 1 1 (ftE 90"LE ...1. - .. _.� ON - I -(D or 10 MAX I MAX. ,ELF' ! .. 1f10 aw C - --_ • • «,p• •c CONCRETE ANCHORS ' /� 0 /rwOADtH to5_.._ j-{yD2 1/6• IDrM MAX. ALUwKN • SPACERS a 6 1/4' O.C. VALID FOR CONCREfE &LOCK SE'E-.; - ALL 00*k Lw" PPaIMD�TS AM PANEL WAMM M t" ALAI, LONG ALUMINUM SPACERS a m I/r 0.a (WE[ TABLE Ft ON 1"mr6 6 a la.) SCALE 3/6.1 . 44187 4INm Rama INC. 94 GAGE GALVANIZED STEEL S10RN PANEL LA * STATE 0 * I LINK C O BMA. PROTECTION PRODUCTS ronM. .qF W0C 9 ' fdOR10► .• 41Dow, I- 00 Lee. 01 , 20-175 fo.. •,/ - ' ,�A"iWq' . I{i -MM'a" w1oPe (.M)M6-7NL "L'twyFs•an WWwa R., APNR •L 'A M'H'+ F aRT Y O M INSTALLATION DETAILS FOR SERIFS 2000 & 1000 E-Z HANG STORM PANEL n INTO EXISTING WOOD STRUCTURES, ,/4•• ,AO SCIfW6 • r ax. W/ 1/4.0 MC S:MM a r O.0 Wl �'�. ,n• Yln, TMEAOm FOL7NM10N m D•21MN •t1aU NOI001. IT r -U3 MN. I,"' MOOD MIOFA REMAINED .y` , 1/E' MIN 1NNUOm ►OAIamON FLAY 0« ON mGE m DINNO WoOD HOLDER, �' / , 4 C•,1L SI M.Or •.. U /1M1• i CA"Mit a l I GOAD. los i TA HAND UI 'I ` 11 , II •. / 1. i 1 4Y In 1CIU.W6 O 5' O.O. «/ / 1 cm A I-_-a{L 4'•-10,V4• tNIMR MAR. «/ T W1a/22' f 2. 1. TIMAM PtNETMNW ro ollsnta «OOP WtA". '1 Tow,I/7a or 'pop LEADER (TTr G 00 K «pPp ,�ppR NTEp121WD T AEDDOLD A 7f F 7 7 w___ ONAD IX R 2 , Y. •1e,IDr 2 =. MA W YCLAM, J IL L �rMN L w/U. ro R RUacwAP MP rvm ,ii ly -- W= -1 l mam 1 r It M r r E S t j EI , 4'P- r \ I I t 4� 2 A31MFE T7J1 /E D . 7rnN'IOMMM1R RUS TON[ U -ON' rOATMTONO t2 Ot/mr O.0 PDAtpN ,._-.oPDan%ofwm 14-t0 PUA[WTE4T SO FSIFIAT MOODS I4+E4•RLOUWfJt IN 12ve WALLMT NM DN tilOF ALTERNATIVE -- �` 1 SCALE 'T.'lt/ - I 1 �ERm7m 1_w MIS i1,QQ� TI c 1. NSUALUTOK ARE O L Y VA.D FOR 6UAONC6 11nN AS D. O�ION RIDS `� tIMt111r/ �eLietB�l UP TO 4eb.a - .3 p41 AND PM/Q.^S LENGTH UP TO V-10. 8 - f/TE T 2- FOR NEW ,moa iRA1E WOOD MEWKM 10 K SOUTHERN 8 -. EP p: t.; �/J' IICALE I/4•-l- PINE N•, A W/ SFf.CFIC�ai6 OR WAL .s •v`• ENS.' ✓� . No, 4 SEE >il'f/ITA AMO AWURDRRf foR a W �AA�r A m► AS E * * C R¢L AA MAL7LgIQ� ,X1N1AO7OM m ,RMT1f ON Qm0PAT tM1TI0MI sun O1 RDpp �Lp(1H S1A OF t/0D a HOOD Ep16 KMLyATOM 1H«E ar 7i AmW �q Y'•. BPQ m,NA ALMA r ermeNR <'•.!`LO Olt - no' OOP • 6oTTTN rotNrOKa cAa et OOkON" IN ANY-'AS$,VN• ••fe'A`O WT TO SOFT AM' WLNIM ,TION. fOYe 1/4' . 1• MrMNIH rJ. NOR , SKITTER ,RAGAS MI SHOWN „M CAMtt M�•- - � r I• ,� • 2NUT UMt - NOTE IA $ to" ud, Sawn • QV/ ' Yn. NAIEADLD ON MN YM• «GOO AAR READIED FLIT 1pY RAC UK" • 1. O.C. W/ m ilwleNan TNRAOm FDILIRWOW Afwoad IIE,a9M. WAG DPI. I14.1' See. • OL DO Or LI 1 Prna 1/24 A u 4pm ACOUMM 1 -y F rn Art f 10 CIAR r►ad3 r )Et 73 eWNY aAaev �A_l l t L i ,A Iw TA7 P W/to gown 0 7nYAT/22' 1\\ I P+A ••"'MITGIG OKa012PU1C WFOIAN71 MOWOIN AT OR UM mQ BUI No ALTERNATIVE 4'W SCALE 1/4'.1• 41om nla0. ,•e 20 "a GALVANIZED STEEL STORY PANEL OWWM F COMM L E C O PROTECTKMI PRODUCTS. L1 C °'/MAAurP INC ,r ,14•r�tWO� A r1r 0 4M.NN. •. � pq •n•,4« 1�•• "'E .M LW, DI In.- MOL ti s1a14 ItWNG Mo.Mr-ra4A au rys4>,N-4Mr 20-178 OAIA•a /N: - - TORT M O N 4. NUN SLF±�r P1AIM •LIT LnILE ONLY FOR !E R STORK 2/4 iW/832W% /3W%7 k /7 S INSTALLATIDIi 1Ni0 POURED (bNCREiE. CONCRETE BLOCK A WOOD (t) a' �Y -.__ _... _NNaats Oa Pectim E oN - --_ `. ___.._. s• H4�111_ _t. STEMS 0, 10 a11) t• 1N6L PAWLS M AT 1� an BOTTOM ibTNl Ta1C1[S (� _ ('�.. n t i m � a O TO �J,Ty SMACKS (�OR Cie et o1RECT MDurTm IT [RCN LTEDa D.11t..02 .Ov`:L• rT-I--I--t• -r'1-1-r-r?--r-rTj ,-r r-T-T-r-r-1-7'r-1- MAXIMUM PANEL LENGTH L+" OR "L-" (".) D MAW" A.",CAM PR96WJPIF VATM CONDREIE ! WO+OD W6TALIAl101q 1 2110 or-4. rE =0• no Ir-o• I/4' JIo IF.-•• r0'Mr• Jao 10=t0• F0-0' Lao r-4• r-J• 3120 S'-r 1.4• PRO r-r 11-_r 1100 61-3. r-r Ole 1'-0' r-4• -. r-o- - 100 r-'r 7a0 71-e• r-PG' Sao r-r r-r aao r-o• ea• Sao 6•-r s^-r Sao 1'-1• r-0" ,OLD e'-J• r- . rrao - s=r r east r-Y Ito r-Y MAXIMUM PANEL LENGTH "L+" OR "L-' (ft.) 0 MAtOYW AID. PRESWJK 11AYUM (paE) (* r -) CONCRETE a WOOD aMWLATO G L• Lr ado 14'-4' rJ-0- 8o Il•-Is' !r-r RLo t i'-6' ro•-r iso Wait 2•-e' e•-Y "a a'-t 6-r Saio �6'-r ra' Sao _ 00.0 A•-o• r-r Is.o 7•-6• 1-2- AND T-s' r-to, 710 r-s' 6V• eao r-o• e•-s- aE0 1-0' 01-3• Sao 01-e• r-I, Sao r-r W-rr roan 6'-7* te, r Palo s'-J• r-41 ISO* rP1•e 0--s- ' LUM1N Qn) wiles NPARALTON TO am SCHmu[ woo LOVED 1: 170 -0.11 wm SPEED > 17D NaOA MMM A" WXMWAWM REST*MW 30 on La7L I. I• r S I/4• .9010145 1' 1' 7 1/2- 1 t/Y 4Autu4au NAUNIl 1l1 J!IVU FN.% !M A nnNru LAM#UVIUn NrnAJnn`1n1J1 BOTTOM TOP CT MSSEow WAM 1.1.YX1.6'"r "CAR � AFm TIPPLE TIONON S -r TRICK OMIAf2 - OWZY mow N• 32' 32' 1. 6r w• w 4 TSY,'I.s• STUD ANSE m' 36• 1. a: 42• 3r 36' 6 •r TRACK m• 3r 32 42• 67, w• or 1 Lr W. 32 3r ow MI 6r T w 1 V' n• I m- I w Is6' I LN' UNBOLTED PANELS TIED PANELS w/ M-2DI11 (BEE SECTIONS AS (SAE MSECTIONS AS a fJL OV[RW 1..1._11 I O O O .J -APMI--( 3. "A' 2/41/4, 3/1 4/a, UER s t R 6/5 T L-- a..wm pa sC.N.P.L. ON s.ws 0, to a,)-w/6 -.zw/s S4w/7 _ .. _--= REGULAR STORM PANEL In ELEVATION 1/4• Ma aw LU7• N.T.S. r (AFL 01C6AP -1 HARMS IW12•/J it(- Max GAr '_.� SECTION A -A IDEA (1) L4: MLIMPM AlLDM6lE PAML U6MTM FOR A OM30 PUNITIVE ASa OEM UMD. l-: :r AI1.OwA0lC PANEL LDr01R FDR A am KG1M AID. "SON Low. (IO POKMM TO OE VINE MOAN ma U MR« OM A F06MM LSD. ODWN LOPA KRIUM HWWRM OMtL UMM •L.' rOM SC H LIMN A N2010IVE "0, oLION 10A0, KTMMNt YAo1RM W4NL U MM "L FROM 201 1nNAL IIAYU,ANL At1o"W"t MALL �O ,00" S N. TOMNr I{EIOWI "M MOM L 01m KMYRER 14• NO 1. (2) !iE 8MIt FOR -• POI INN, PANEL IAIIOIM F011 PORO2ITY OUlMI1W14IlOM. r NUA"TO4 NAM WOOD ARE LOVED TO A 66 01,061, MAIL A.U. COW PRESSURE ItATNO 0, ,0 k It FOR MAX. Pia ODIION LOAM IN, MAX FAD. UIMTIHS FOR S. 4FE SWICIR A1111 USM, FLORIDA 6UIU E1' •. 4r3, 44187 * AYE OF - OR IN � , 10 • /• �•Nv �. f NA , NF R 1Am0 nrmq F D IL ECOIN{. 24 DACE GALVANIZED STEEL MIEN PANEL ON"F PROTECTION PROOUCI� ��• 41m as «t NtWEt GNAT. T. ATa,. F+MI! (FN)wF-7w. FHA a»)M.-.MT Nro/24M tM� r aM ,� . +,AR- . r1• . ,.I LWOU0411J A J. FE 20-175 S O a WIN pzq iWIND INSTA ION DETAILS FOR REGULAR PANEL (1) INTO WOAD STRUCTURES ' ( >mswNl�w ' 1 1 A+MCHIOIS 1 _ ••..` ,.- % laac 2CNRDLR.E ON _1/NI�il• I� (SetED LCLRE I IEnyYI-0RiP�Ap .O ON SHEET 3) SHEET 11) i}�1011,1W/4dO0 1 _'M MMAOI&IN" ` --) �•� / I • -Q KLTI l.__. _�.__....,) PAAEE. L174Q'IrN REQl11Rm MOOD ANCHORS 1 1 1 SEE SCHEDUU I'.,."_`.�.- 1/4• (SEE LDINEDIAE ON A ,L 1 !.--.�M/t--.... .__- SHIZT 1�FDR SHEET 11) .• 1 WAM HAUL 1 SPACER 1 or . H r..-__.------- ( WOOD NEADES '� r 1 cof _ ' ` /►L&`` -_ ----- 1 i I i O I m' - I I• MAN. LONG ALUAM/IIN S►AURS a 12 1/2• 1 i L- ... I`` i 1 I i1 L,@O.C, (Sm tABLE /1 ON SMEE'T II.J _ 1 M' LIMITATIONS FOR I't+IJ SEPA NTO 1" MAPANEL \% % `'£I lui% LDF+D SLEVVIM � ; i i IwI LENGTH I 1 (SEE HEFT 3) 1 (SEE SCHEDULE 1 I (LEE SCNEDUI[.'.r j ii C ._ M1Ifl WEE :DIAL D OR PANEL WEE aN SHEET s) 1 .. t.- a SHEET 3f �. ` 1 ON Slt[t 3) l- r- _ 1 1 , 41.aM,•«�B � ...�--__31;. -.._.. - ., � I, PLUS (TEE SCHEDULE ON NOW 11) , 1 .� lal li SE vmnOM CUSS. I i_ -If MN Olfl 7 1 fA/LSS 1 I PURE fEpUNtEp Oro I t aRECT MOUNT w j SPACER 1 1 * ; I ALTFRNATIVET� ( Ll I 2. O.C. SEE TAKE 1 ON SHEET 11 FOR MO. PANEL UN HIS 41 a 12 I/ MAX. A�.D DESIGN LOFDS FOR THIS INSTALLATION.. or Tp 1 1 ; r tug. ®(i 1 0 12 / WOOD ANCHORS r STAMMERED 0/ STUD t '`• ; ♦ l {. ,1 II . (SEE SCIRDUE ON WPM M WN K 1 1/2' UPON •t SHEET 11) D)yjEU W SRIq► N1Aer�tt0O1AYOMI[A If6tROOM FRMIMMN*-r 2•wt• WOOD 1 -' J• ( •` I 1 I t . I e111114a 1LNIR OKIOM.Y •NPOEO 0U SU4T 11). PLATE REOINRk$ �, L _ROCD A C"ORS •, STiVD001m W/ STUa t' MM UMAO w m 61AM I I 6N ow 2 4NW ■ m 1 N �; I � -,.L�}..' .. PUT[ (EOUNEC IA ANOOR ONN 1MY WIAOIRR FR. PAIR MEE NIWE M dl i (SEE 9CEDUIL ON -.' FMl IYR PR:f) IPWL K 6NYOm MIAMN IG 1 t/r O.C. �pAW KBE NaL6A6MD NE �) J( SHEET 11) tOM1am NIM f2WiTO1 FROM t! In• A 1Ff1LAM MLON.D O" TfMA i (,) amm 4 0Fi6 w�, (s)" 24 we FWIa wam a urm 10 w• N im SIPS ,l ` a A � /11011 Ullml MINE IOMRa Ai0® P" ai'L Nw 2I6.I MRn LBMRH ■ WALL y L Ulff SLOa)+ CL 61HnY lt). ED DIOIY RM6 MWIARI f GILT �CW. ilR E2L ({)1 I NgMIWMSKY/ O II= LOOM M ft WdAT OI 1110 AM Oi1W WOOD FNAE WELL SCALE 3/6-1• cWLO PON we I 1. 2 NO 3 M avow Be Am STALE 3/6-1 • (4) OOMUAgM 1NM ONLY MR w6M a m af00p OCAS M W" SFr in" a THE now mIRS 1.Naa POI$ama ,1m••OL E T 1.._ ..�.. am- ................. �CEN:'r� FLORIDA WILDING CODE Non Ni h 1rN0e NO caM Zone) Man FAR mummAmm or SECiIONe: 1. INSTALLATION ARE ONLY VALID FOR MAX, A.S.D. ND. 44167 N010 "`M0° ROC 24 UK GAWAMZED STEEL SIM PANEL FJ. DESIRE PRESSURE RATING (P•9.0 AND PANEL LENGTHS W MIHrw In CAN BE AS PER SCHEDLALES ON SHEET 3 (EXCEPT FOR eL TOP a BOTM MY COM81NE0 IN MANY WAY TO SUIT Y ALTERN ekn 2W') STATE 0 y'• _ I L E C O I NC.GLOBAL PROTECTION PRODUCTS, LLC' pW[+ INSTALLAWN. O . A20R10 am LW. 1, L1LRr FOR NEW WOOD FRAME epi,. 0•R rL TRY 2, CONSTRUCTION: WOOD NF r WNaM w 20-175 MEMBERS TO SE SOUTHERN PINE No 2. W/ SPECIFIC S% •••••....1� -,-"% �rRN 1An rHalm dH)0N-RHL nun 064)90-$W 0-1 DENSITY OF 0.35 OR EOUAL. AAA" Hr,-oaa7n "r tWtal A «_ K am a OF IMP ( n sopm ! hY Mr10 fdM M1QRle (C), to tY117M10 WOOD INK .•r,",m NNMIY_ D . atf6 -I' 1. AW PANIN SHOWN oN IRS PRODUCT EtMLUMTON Dow" (PEG.) less KEN vowu FOR COMPLIANCE N ACCOR041KE _ t/4'• TWWN ANCIIOIIS, AS WHLrAMURED 6T ITW. BuNDEE, vic W" WITH THE 2m (7U1 comas) or To FIARIDA BIN.IWO CODE TADS STORM PANNE) W41J. NOT K INSTALLED AT KA)H - #14-10 PAMQM01E FEMALE D AND PMnAWE PLUS ANGIORS, AS MANUFACTURED ET EUDD caVerAPCTOM ►RODUCM VELOCITY wommove ZONES (WIWW-OtAOE / Bi40WAM COLRRES). - 1/4 0 LAC SCMWS PR N.D.S. DAMON WIND LOADS K CETEAMRLEA AS PER SECTION t600 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND - 7/16.0 • 6/6' WOOD BUSKNG, AS DWMWTM BY ALL POINT SCREW. BOLT a SPECIALTY CC WY THE SPEED AS RAW= �AIRISOIOTIOM WHERE STORM PANEL INU K INSTALLED, AID FOR A DOMCigN4L1TY FAMOR 90-O./5. USNO ASCE 7-10 AND SKILL NO "M THE MAXIMUM (AS:D) DESIGN PRESSURE RILTV405 NWATEO ON SHEETS C.4) MINIMUM THREADED PENETMTION N10 WOOD OF TAPCON ANCHORS SILL K , t/2• AND 2- FOR ELCO PANE'LMATE PLUS 3. 6 THRU 12 AN 17. 10- AND PANELMMt FEMALE PC IN ORDER TO VERIW INC ABOVE CONDITION, ULIMAIT DESIGN WIND LOADS DMft NE0 PER ASCE 7-14 %vu K "MY REDUCED TO A.S.C. DES" PRESSURE RAWW BY MULTIPLYING THEN BY 04 IN ORDER TO COMPARE 14LLE R/ MAX. (AS.D) C2) MINIMUM THREADED PENETATION OF LAC SCREW, INTO THE woaD FRAME UNIT SAL K 1 1/2•. No TMFADEO DESIGN POtMft RANDS INDICAim ON SHEETS 3 0 TMU 12 At 17, 16. PENETRATION INTO, STUCCO SHALL K CONSIDERED AS PART 01 THE IEQURED W/RFADCD PENETRATION N MM TO VERIFY THAT ANCHORS ON VMS P.E . AS 1FS1m WERE NOT OVER STRESSED. A 3311 NCW" We AU.OWAiE S111C9S FOR WIND LOA06 WAS BEES USED N THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS KEN OVOUNM IN CA) WSWJM CODE OSTANCE Or LAG SCREWS INTO WOOD SHALL K AS MOM= N THIS DRAWING ACCORDANCE WHIM N.D.S. 2016, SldeN PANEL'S ADEQUACY FOR IMPACT AM WINO RESSTANCE HAS BEEN WALED IN ACCORDANCE WITH SECTION IWD.1.2 of C.4) MINIMUM FDIETM11011 OF HOOD BUSHING 94AL K 3/0•. t/40-20 SOX" USED SHNL N 1 1/2• LOW Mg"" THE ABOVE WW04 D CODE AS PER NAM M TEST LAB OF SOUTH FLORIDA WWM /a614.01-01 AND p210.02-00, AS SHOULD STUCCO EXIST. NET 1' MINIMUM FOR WALLS WON NO STUCCO, PER SSTD 12-019 k AM E 330-03 STAPPOARM. AND AAERICAN TtMM W SOUP" FLORIDA REPORT p„23.P,-ta AS PER TA4-201 AND MS-203 PROTOCOLS, AND AS PER CALCULATIONS PL91FOMM IN ACCORDANCE W/ SECTION ,Oa OF THE C.5) IN CASE THAT RECAST STONE. OR PRECAST CONCREI[ PANELS. STUCCO Oft WOOD OaIF M BE FOUND ON THE Dapm FLORIDA MADNC COOS. WALL. MNCMORS SHALL K LOAD AVOUCH TO RUG" INA MAN STMICTIIIE BI/11110 SUCH PANELS. M04M OE SHALL K AS MENTIONED IN C 1). C 2) a C.4) 2. ALL ALUMINIUM EXTRUSIONS 10 K 0061-TB ALLOY AND REPAIR (UNLESS OTNERINSE NOTED). WE 04UT 2 (D) ANCHORS SIWi K ,NVAILED MU VW4 ALL OF THE RECQMWXDA110NS AND SP[LIFCA VWM OF THE ANCHOR'S WUWFAMOM. 3. ALL ALUMINUM SLEET META. USED AT CLOSURES SHALL HAVE 3100-N14 ALLOY. B PANELS MAY ALSO K OW"M HORIZONTALLY FOLLOMNO INSTALLATION DEYNIS TRWWYN ON SECTION / NRM04 6 (SHEETS 4 •. ALL STEEL SHEET MEIAL PANELS SHALL HAVE STRUCTURAL DUALITY STEEL WIN A-453 GRADE 60 WNW". 0-00 GALVANOW UOMCM 5) EXCEPT THAT FEJOCRS® a(b SMALL NOT 6[ USED. STEEL OMCNA ON W/FY. 12A N•1 (ELF" ROLLED). 6. IT SHALL K ?HE RESPONMMIUP/ Of THE CONIMCM" TO VERIFY THE SOUNONESS Or THE STRUCTURE WINCE SIN ITER IS TO K 5. ALL SCREWS 10 BE VANULSS STEEL 304 OR 310 ASH YRIF3 OR CORROSION R[LSIANI COATED CARBON WALL AS PER DIN Ae TO MM PROPER ANCHORAGE. I" SMUR[P SHALL OWY K ATTA09D TO CONCIIM ItD« OR WOW FRANK $0018 W/ 50 Ad YEW STVIO CTN AND 60 IOC TENSILE SHEMIN AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2.1'3 3.4 10. EACH REGULAR STORM PANED. 1BTIt LENOTIS OVER W. AS PER SECTIONS 1, 2. 4. S. 6 AND ALTLTBATNES Its, 311 A 4W ON SHEETS 4. S. 6 • 7 RESPEC7NELY. AIKL HAVE A LEORE AND READILY VISIBLE MWM *MRUCMC GAINER ON TD4ANT TO 6. BOLTS TO K ASrM A-307 04VMM STEEL 09 A151 $04 SERIfS 57AIWES3 STEEL. WIT" 36 1191 MINIMUM TnD STMAM SECURE PANELS WITH APFLKABLE ROMFORCEM[AR MRNr PEN= OF WRRKANE WWIWK 7. ANCHORS 10 WELL $HAT RE AS F(UUM& 11. ME IN5tAUATON CWRACTOR S TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES NWW *CUM IN CONTINUOUS COMACI WRIT THE WAAWO TO PREVENT WW/RAN MMUSM. - 1/4 TMCON ANCHOR11 AS MAM)F'ACIURW 9Y V.W. WILDEX. M. (Min, ( -7T62 P�44 12'FORM FWFRL NSrAUT,ON 94A L COMPLY WAIN SPECS NWATED IN INS DRAWW PLUS ANY &KON/G AND IONWO REOMt10NS - 1/4' a H 7/S• CALK -ITN ANCHORS, AL MANUFACTURED BY DEIMLT INC PROVIDED BY THE ,AWMMTIDN WHERE POW IS APPLIED TO. 1MIIY:;�sOIO-SET ANC110R5, As DISTRIBUTED BY A1. PONE 9CREw, BOLT k SPECIALTY CO. rep«A.) is. (a) THIS PRODUCT EVA ARTON DOCUMENT (PLO) PIE/AIND Nr THISDNCINEM NS MMC AND DOES flat PHOM01 INFOIaMTION (i PAMR A SITE SPOCIM PROACCT: 4. WHERE THE SITE CONOM004 DEWn FROM YHE P.ED. • T4-10 NEUMIE FDIAI[ D k OAN6W1[ PLUS ANCHORS. AS MArUFACNNW RE fLCO L"ONSiRUC110N PRODUCTS. - t/4•• 7AMAAC NAIAN ANCHORS, AS MANUFACTANFD By ODMIF1 TOOASMLE LT. INC. (oJ CORACTO1K RESOFOR THE SELECTION. PUROWLSE AND OWA.NC A110N WONG LINE SATIN OF THIS PRODUCT A,) CONSTRUCTION OF TAPCON ANCHORS HMO POURED CONCRETE sHAu N , 7/4': r FOR (LOG PANELIIATE AND SAND ON INS PE.D• PROVIDED HE/SHE DOES NO OEWTE FROM INS CONDMO04S DETAILED ON TADS WCtWW, CCONSTRUCTIONM PN SAKIV AT SITE THE CONTRM:tORS RESPONSIBILITY�/- 1 3/4N4• FOR OR ZA7AIIAC MAKINANCHORS. (r) THIS PRODUCT EWIUTATION DQKtuEUT WILL K CONSOEREO MAUD IF MODIFIED w2) CALX-04 a 301.0-SET ANCHORS SHALL K OKKOWD 7/6- NIO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO. SHALL K PERNEFIEO. 1/4' 0-20 SUERS USED SHALL BE 1 1/2' LONG MMAMUM SHOULD STUCCO EXIST, (e) SITE wmfic PROIELTS 94ALL K PREPARED BY A FLORIDA REGISTERED ENGINEER OR AIWAIPTECT WHICH WILL BECOME THE AND 1• memmum FOR WALLS WITH NO STUCCO. AND MAY K HEADED SCREWS OR ALL THREADED SCREWS W/O MEAD, PIONNEEIt OF RECORD (E0.0.) FOR THE PROJECT AND WHO WILL K AMIrrNSKL FOR THE BUT WRIT WINO Nu15 PROPER USE OF THE P.E.C.U4 0EER OF RECORD, ACTING AS A OEL[OATED UO,WEIR t0 THE PE.O- EMOLEM SWLLL SUBMIT TO THIS LATTER THE SITE SPECIFIC OR WIN S FOR RMEW. AS) N CANE THAT PRECAST SMW. PRECAST COMO M PANELS. PAVERS, STUCCO OR WOOD ROAMS BE FOUND ON THE OOSTINC WALL OR FLOOR. ANCHORS SHALL K LONG DOUON TO RICH THE MAN STRUCTURE BEHIND SUCH PANELS. (0) THIS P.E.O. SLAIL {GUAR THE DATE AND ONONAL SLAL AND SWIM OF THE PROFESSIONAL ANCHORAGE STALL K AS MENTIONED IN PLI) AND IN AL2). ENGINEER OF RECORD THAT PREPARED IT (a) whLL Aw3 __w 14. SNUI1ER MAtFUFACTM'S LABEL SHALL K LOCATED ON A READILY MORE LOCATION AT STOW - 1/4• • PAPCOI ANOIDRS A9 MNNUFACRAED N I T W tLI1lOEX, INC, PANEL SHUrt[R N ACCORDANCE HARM SECTION 1709.2.2 DF FIAMOA BUL011/6 CODE ONE LABEL PLACED EVERY OPENING I/iBLMINO TD COMPLY WAIN SECTION 1700.0.] D< THE - 1/4' • A 7/B• CALK -ON ANCHORS, AS MANLWACRIIEO ON OERALT. INC. FLORIDAK OD FLORI8121'DNG CODE. - t/4.0 X 314• SOLD -SET ANCHORS, At DMMMUTM BY ALL PONT SCREW. &oL1 k SPECIALTY CO. - 014. 10 PAMMATE FEMALE D AND RANELWM PLUS ANNC,ORS, AS MNMACIURED BY EL00 CONSTRLNCTM It - 1/4' 0 ZAIMC WAM ANCHORS, AS MAWACtVMD BY OEWALT, INC 9.1) MNIAR.M EMNOIIFM OF TAPCON ANCHORS. DCO PAN[LAIATE6 AND ZAMAC ttWk ANCHOR. INTO ITE EN ••:�•� FLOW" BUILDING CODE Mph V14NM¢ EMU TOM &LOOP UNIT SHILL K 1 1/4•. cone NA B.2) CJLLFI-N ! tloL,o-SET ANDMORs s14A1 K tAME&DEo 1/r N10 n4E CONCRETE NDO uMr, No 11644 7 "° "''"� «'a 24 GAGE OALVAIMZFD STEEL. STORY PANEL on,0, STUCCO AMU K PERMITTED. 1/4. 0-20 SCREWS USED SMALL K 1 1/2• LOW MINIMUM SHOULD COST. * -W/ m nw AND ,• ANNNLw FOR WALLS wnrN No S'T,000, Qy STATE -- - TILL ECO F-MAM �CT" PRODIIc'rsr uc. Om ''• " t� 4m L• %1 VOW 9.3) IN CASE THAT PRECAST STONE, OR PRECAST CONFAETE PANELS. STUCCO OR WOOD DON= K -ROTA `7"�"''r a NA MH A. ANr MW4 R, 33314 EOSIWNo WALL ANCHORS SILL K LOAD ENWLN TO REACH i1H LOAM STRUCTURE BEHIND SUCH ••.. �\ NWI Ir Frlolc. VAR (rpw-oH 2O-175 ,S• 111 A:'• - .wI tM)Ml-YAW AWAOWAE 24AU K AS MENTIONED N ILI) AND N 11.2) S/�(NAl G. +• SLR f NANO P.R. MN/aNONMell"t A A• rL " 4NlB , aI i6 INSTALLATION DETAILS FOR REGULAR PANEL in �E[����tTW1DD INTO POURED CONCRETE OR CONCRETE BOCK STRUCTURES a 4ECONCRETE aNCRE11 � CONCRETE CONCRETE ANCHORS (SEE OCNIEDIAL ON 7,) 0 ON Sa1T 3) -; - - N MARL YLE - H SCHEDULE oONCRETE ANC10116 (ON ow 3) (SAL RNEaLILE ON- SHAM 0 tewww" T SOX N of 1. [0. ( 4•.2a1tcAGLpLW E.D. " t%2 L _..__ i'•_ If-- f SROO TO own N {D+�••i ••.tsr ILL «/ MIT ,1• min. ,nj- • ,: t/Y as • B LOCATION ANCHORS (m SCHEME ON i TI"oDONCRCPOhewau"t SIRTS { TIMOUON to) SORE, WOOD ANCHORS (SCSI tHEME EXISTING POURED CONCRETE OR F ANCHORS Y� /6 1 V tl'-'_ MF1.' _ , Y••2o�nI•�0 E.D. I I To (SEAL ONSWEET sE 1 I Ya. 1 1 Mm. IMIA. LEPMaTtoNN 1• PANEL GTH NULL- ' 1 ON O� ON �lLE[ sT ON SHEET 3) �1 OF i• y 1 ; •ED. L0.. I ,; I Gj �• 1 , / CONNC tS IMCSETE � I • 1 1/Y O.0 WOLO O. MOCK 1 REDUNm. ; 1 CONCRETE (t ESLMHm1AL .-__....._-._ _...__.._ SHEIT1a LANOLIN tO TO �IONLY WHEN SOLO CAIX-N -`bl IIAENELWIEE 11/ WIND" COtIc,EIE 9DC/( CONCRETE ANC ., ARE USED. MAUMM (SEE sclavexur STAG R/ LON SHAM 0 TMOMN 10) SCALE 3/00* amSCALES 0.1 INSTALLATION DETAILS FOR REGULAR PANEL n INTO WOOD LAO ' ANCHORS SCHEDULE ON ALIEANAtE WOO) (LEE YNmOE ON , I `i /• Me, - ! + M-'.✓- M�N� p ... '.u6G1'NK 7" Mae L - SMELT 11) SLEET III \ ye-n. PUN MA W/ NN to 'Ir / ' 1'IIAc1. 1 c�aLMtta ) WOOD ANCFIORS • J MBA-�_;o• 401P��O11� (SEE ETB t,' O' , - �, rWTI. 6 Rn .06 �iH�arrl T� 1 1• MAN. PANEL LENGTH Sm SCHEDULE (ON SHAD 3) LJ 501 L. or 0 12 1/2' DC. I l &it REEOUMD 2' Men.-- !MAIL 3/11.1• !SORE FOR COY■EAT',ON OF c1Y7H,Hx.I. INSTALLATION ARE ONLY VALID FOR MM. A.S.D. TOP IN BOTTOM MOUNTNGS CAN BE DESPON PRESSURE RATING (.IT AND PANEL UENG7t1S COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET ] INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EOLIAL RUISOLIT INIG SOME 3/M1�• ,pv aa, 1 MAX -� �� PANEL WIDTH 6K no PMU (SEE SCHEDULE E IRNH •al r--o ON !PEST 3) �or No, N cn L '•� U "� O 0 .� cu -0 � a- N rn C O 0 � O cu u_ O w O 1- cu .0 c .- Vi Q N N 0 N H L. C) L� ao 2.0 LA. 21 N O ti N O � Q N ZINC a7 •ION E s c m 4 C= ci lO lO AU 1� ` ci y U o � � N C m CD d V 1.. w cn -6-B cu Q CL 0 U ■ /� V/ cu LLI Q Z Z Q J Q_ SHEET NO. SH 1.3. END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL (i) SYSTEMS I E DR ••••" '-- e . r . Ar 710) 11-ta �y --' -� •� 17/1 I � eou-n AI.t'A,e a01rr. wu6�� p 7'M^ Ea00D /M1� PpNM �1�R(1� i 1/4Y a + 3/r WOOM ' } ,� CONCKiN e100N DR ; _ -_ JI�1 OR3 AN040 . 1r 0.�. , 2 Ile - lM� �`o- ` �-- 1 :,/4• tw cNT AuWI ... 1 o ,aN4re LED uxmmw TARN t r • r ..ow m • 17 O.C. I r Alt a• E r. r..OW _ q< L 0 AW. AMOLE M iai - ---- �}` E Ar alas M,a ann raMm eaHaerF oaeole,t _ m MAN. Ron PLAN it N .r , I � � 1 E "° t M al a r..• a000 rRwc So" -Is AUDI, - , am. AIAaL ANot' ----------�•M-°`----J Mts/uP i it t `�+m' r"14 OR °micas-n Aw W/AIt~ Cn4 AAAA Malt CASE_ (PLAN) CASE B (PLAN, CASE C (PLAN) CASE D (E SCALE 1/4•-,• SCALE ,/4•-r BGIE Ip•-1• SCALE 1/4•-,- 2auD-al an CNR-10 OR POMUJWE P ,�'] POM@ WIIdE1F�. Dao iRW N ''7pMlM 19 OR OONHE.R aloM �lOP, aNmtl p M1a7atWE IwO(}� 13X E on 2%e ROoo SCEs Or we" SaRD1Ra ON fl,Qti L - AN 16 •"^-"•'• ROM tMRE9� � /R11E IE011ef0 '. I As APIaNYma �, NO 4 11) OYERW OOtXa,E1[ H anE� rt1Af R 116. E oPeNaa aoTH) jp� m !1•' 117r1O rMl[ V" L 3/4' -. N11� , ,© DR® rO - `-%RIAA PLAT nN wI �a iNR Y'iai m r 1Na E a4u W. arr Do ►Alf+) it DISIANICE Q -. - ;. CASE G (PLAN) SCALE 114-.1- Ia 4 r 4a"AO1 •1�; •'•VGEN •'. VALID POR DIRECT AIOLRNi wSTALLA110N ONLY a COMM PA U INSTALW*M AT WALLS W/ No. 44167 SURFACE LEVEL %OJW *W WITHIN 3/4' FLORIDA BUN.DINQ COOK Non V41oot Nu *one Zone Cc E (PLAN) CASE F (PLAN) •�• �►�° 24 09 GALVANIZED STEEL STORM PANEL AJ SCALE 1/4•-l^ ��'•• FLORID►• aeNN en SCALE 1/4•-t' .•'1t1 MKtTEMCTi0N1 PRODUCTS, U.C. nMeac 1 L E C O tNo.CLOUL awt n, AmIr W-175 Alas (a24)ON'le/l ROL RI+INiI'- w. 19a4}Ne-aI27 ORNwr M. �7RN1 PA. Iea/oMwuw/oAR ML7a�tun P; teN2N • we MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL M INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL 1QD,ISTAWTONS AS PER ALTERNATIVES 1w THRU 4W, ON SHEETS 6 k 7) PRtlelaK WA1•R• (P.e.l.} MAXNAW a•I WRNS SPACING Pal E.D. - AB SHOWN 0OWS 6 6t T APP7TO LE O61aOOEM II « ANrMlION OP t,M, W," PANEL. LI MtH (+L) TAPCON W SamPIIIDJAAT[ IEs1ALE IDAAM ►IMiiJAATE WOOD wpm1• IF Or Ir Ir tr W vm- 13' 13' ,r it tr IW mm" • 1/Y • 1/t s 1/r • tn• • 1n' (LOP) - - - a 4/4' 12 1/2' a 1/4• t66rI!) a•-r f� - e; 6• r - (my Ifae r - -- r r e- - - ITFIIDtI) 13' Or Or POP) 45 Lass 13• r 13'OR 13• ,3• 1]' 1r 13, 13• . ,!: W0011 lr Or ,r 1r r IW (em+Dlr1 • 1/2 a 1/r 9 ln' ° 1n' f ,/a (Toy a tp• to t/a' ale (bpTl.•} ar-0• TO ON ix 4 tn• . In• i' T - 3e tsmlDtA 10 1n• O• I!' 4• Coy • SEE TAKE) FOR AWL. A.S.D. OESIOPI LOADS k MAX. Oita LENGTHS WHEN SPACER ®Li I USED, OMESPONDRIO ONLY TO ALTERNATE 21r ON BEET 6 tp1 T ANCHOR MAX. As.D. PRESSUREro (MRTM MAN" ANCHOR !PACING toR -0. - AS SHOWN ON w4 m 6 k 7 APPLtCAetE AN1 or if" IIAXNAIN L ) TAPOOH Lm SCREW D m WOOD muso6FDAME Or O• Ir Ir tr to um Ir _ tr Ir Ir Ir to (9DRg1) e, a 1/2- a ,/r 4 ,/e 6 lir to clap} - - 6 1/4" 12 1/Y s 1/4• --- LEST.•} - 6'an r 7 tn•_ e' e• f, LABS 7 fir e' r - ail leorTwG - +3 iJ ,r _r Or Ir10 tm0 +75. -75 1r tr ,r ,r ,r e ,r ,r r I ,r 6 t/r ,W L6o116M) e 1/2 6 I/r 9 1/2• 6 1n• a )lr troy e I/4• 12 1/2• 6 1/4 lB•R.h s' a 1/2'6' Ise (emtal6 Or III Or Or lY ,s• /r 1r • SEE TABLE f I FOR MAX. ASD. DESIGN LORDS k MAX. PANEL LID4MS WHEN SPACER ® N USED. CORREFOONOW ONLY TO ALTERNATE 2W ON SHEET e LlRLE_tl a A•SA DESIGN LOAD �N� 40 PSF OR LESS > 40 PW TO 50 PSF W-2- > 50 PSF TO e0 PSF W-IOC A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE MWE ID OR PANEL MATE PLUS ANCHORS k W/ K11111l". 4 1/2. O,C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL(I-) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONd1ER sum''/ALAS Ili i DIN o.a - j ��-I RMLDaI ComoED. �iA.RE'OUMD. Milli AI�a,MRe7�) _. , v YO.. PANEL LOAM 0�11 fr1R7 iai �• �3NIJ .ii%JiB!:allJaa sm mum ,s a 19 NCHM 6 wpon FOR Nsawmma afro vim P" N2am MIRRN Alaom PNfNa Ale Anil" an OtR1WCa ARE 11111111011101 ON US SOMMULL MR LO. =Tow *own am loom" IOM1E NOD" SPom w MLl11 "m wom am ON me" IV M POLWWN VACIM FOR THIS OPO ANION 70 a Rl9LIRR $Wgoa CBW= NONE FAVOR LwL Nm a TfK ON TM xWoum Ile. 1/4'* AIOM in ,raw Now& AMM tNeMf ,t+3 3 'MMAINN 21NNeN M.1 a a 3 3 In ANNItsa+ 4■NN 4r Da OR Nam - 4A T - a, r A'a La _ _- Mom* aM- ROC, 114'e M/E111A11 ANCACR (tEY0N0) f � ) 1 vM„I,L a. - - ( rAn LEW" (m VILSWON ON SHM D1 R � r 1 i 1 j � � I MAXIMUM A.S.D. MOO PRESSURE RATING (aj. AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR RE uLAR STORM E'AN[ n INS &JaoNS INTO CONCRETE k CONCRETE BLOCK STRIXIIMS (VALID ONLY FOR PANELQ wrAuAT*w AS PER SECT10N6 1 THRU 11, ON SHEETS 4 k S) MAX A.S.D. PR WOMAN ANCHORS SPRONG FOR MIN LD. PER SCHEDULE QOW APPUalNt WAV" O1SIu MR. AS.O. FRESEE IONGa (P MAaNe1 ANCIDRe SPAC910 FOR MIN LD. PER 6a,LDULE sum WABMR, I I Ito TMCDM SOU0_w Ipm lAM1C-MAIM GAIN -*a ON MEM) TMOON BOLD-EET PINK AM I P"P, AS 7/Wl.-Waw CAtK-w A W A m 32!—a011dN1 Aklim * a TI10M +411 -46 La ,r 1r u• Or 1r O• Or Ir tr rr 1r lr I e,�• OR Of• i46(O-+• +4e. -m Or Or Ir +r 13 ,r ,r 1r ,r la• Ir 1+ , 1 a-r a ltf9 1r tr 1r Or Or 1a• +r ,r 1r Or ,r ,r I awrW ,r it 1r ,r ,r ,r ,r IF rr IF Jr 11 f 1 (WrmM) ,r »• w 1r u• ,r +r ,r ,r 1s• ,r tr t+oy ,r rr ls• u• +r ,r ,r u• + r 1r ( r nt n a (+� Is +r m 1J• Or u' ,r ,r tr ,r ,r Or : (eDTlo2I) Ir r ,r +r ,r , r ,r , • 3 ,r ,r , - 3 I : <aDTIoaO ,r Ir Or ,r Ir tr Ir Ir Ir Ir ,r ,r (LOP) O' Ir Ir 1r ,r tY ,r Ir 1r Ir ,r ,t , 3 (Noy ,: + 1z +n a f/•• a t/r : 1 u v2 - - e 1/+' s t/r a p1Dnw} a ,/r 6 tp• a , a 1/a - - e ,!• e t • a UotRRO e r r 6• r r r r 1• r r 7 t/2 4 r a ,/3• r a' r s, Y a' 7 t/r a• r r a• 4 (ton e� - a• - r - r - OF - r - (•MONO r - w - r - a• - a• - r - rwgiii _ 1r ,r 1r ,r Is, Ir 1r ,r IF ,r it (mr% tr Or Or Ir 1r I . ,r _ 11. fr Ir Or It I CMP) ,r tr _tr O' O' tr IT _ ,J' tY O• O' ,r tr 09mm14 Or tJ' ,3• ,]' ,r O' tr ti' ,r 13• -,� tt , f u s u ,r +r ia• it 1r ,r Or ,r Ir 6 (rlx) Or ,r 1r 1r +r ,r Ir tr ,r 1r I3 1 1/2 a (Ia) e14' It 1/4! itH•i,p' - - - - 6/4••I.•• - - 6t/4'•,4 et••t14• - - - - 6, 4'e14'• .•n /Y S• Or 0 1/2 it r Or r 7 1/2 6, Or 4 i I M,_a• 1O t4'-+• IF W 1 O' ,r e I ,Y e t t 1 e, O' >S•-r ro •-° IF 7• Or ,r ,Y a ,/a ,r 9 1n ,0 ,n 7 ,n Or r + OOMM) Ir 7 1/2' 1r ,r Or to, Ir IV 1+• r 13• a t!r I (eoT1a0 1r e• O' O , ,r r Or r 7 1/2 E 1/2 1r 4 I/e Mn Or r it Or ,r a i/r TY S ,/2• 9 t/Y 9 In• Or S t/2• a (Tay r r ,r ,r tr 9112 1r 9 In 10 , 7 1/2 ,r 6 I/a• a (e rW Or 7 , Or Ir Ir Ir ,r Or 1t• r 1r 0 , 3 OMMM) Or 7• ,r Ir Or 9 In O' 9 1/2 16 1/2 7 1n 13' 0 1 D'••) 1r 7 t/r it Or Ir fr ,r to* it" a• 1r a t/r 3 ,2 1/a 12 t • t/W 6 t/4 Y 1 • 1/4• - - 6 1p• 9 1/4• (601TOM) - - ,a 1 a 1/a • 1p• e 1/r". 2 I/ 1a 1/1 - - 6 1 4' a 1/4' 3 (e6IlOM) r r a• 5 lie r 3 in' r 4• 4 ,,s' 3• a In' r (Noy 7 1/2• r - r r r e r 4' 4 1 ' 3 f/2' 6 t/a 3' (mm r e• e• r s t/2" 7 t/a• (EOITpA) e• r r r 6 tn• 7 I/r (TORSO ,Y _ 7• ta• u• ,r a t/2• Or 9 ,/a• 0 I 7 t Ir r (mm tr a t/r tr lY O' to• ,r to• 1t• r Ir • ,/2• (Io•) 1 T Or Or O• 6 1/2• 1r 9 In• 0 1/2. 7 1/r Or 6 1/2• (soTloAn ,Y e tn• rr ,r ,Y Ir Tr Ir Ir r Ir e 1 (WDTIOM) Or r ,r o ,,: ,r r Or r 7 1!r s ,/r ,r 4 to a ODy +r r ,r ,r 1r a 1/r w• a +/Y 4 I/e 4 ,n' Or a Imp • 1 r 61 4• 0 t/4• e, 4• • Eortl• 6, 4' 6, 4 f, 4' e, 4' - - - 61 a' 41/4. (110MMI sm INN 11 no amour 7"M 4 fMCMa POP s1atANAfR OM 9= MIME fIEa11M N0 , • MNWM maw SNMa 4m ONK a15R= ARE COW= ON ,Hs so"" MR L0. LESS THAN M1aTm ON ao•Owa RE M ANCHOR slant w WALWLren WOOM SMN ON "WFORltwe YIYaOWNS ,MML PON " aIRa11aN 10 a ►OaaLIN = NOr IS LAW INN VON" IPACM Down Fn aa, Ataln "K ON tla 110413IAL. AIOM lY![ NAIA••Y VF Ml MAFae MaaMM Nro= 1eA M 60 3 3 13 7 2 In• a In 21n,S„t„p2 e.1 3 a I/r• r 3 J Vr I MrAXa W a3aN 3 3 I/r'- l 'Ir 3 ,n A ,/r + ACON L 00 ODIANf[ ,// . _..._. _. will p oaN aN :m si3 too Ile •• SPACINOB ONLY VAO WHEN VAWQDIs USED, SEE 1 FOR WK. OEENGH LOADS k VAX. PANEL WHEN SPACER IS Ai b. DEe1G11 EGAD MAX" 40 PSF OR LEE e'-e' > 40 PSF TO 50 PSF W-2• > 50 PW TO W PSF W-10' A MAX. PANEL LENGTHS ARE ONJY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS k W/ SPACER AT 12 1/2. O.C. -__..ANaoRs (SEE SECTIONS a ALTE10441 S ON SNETf 13, 14. 1s Rt0)--- ----_.._.. _ _ ...• J;MNL R-IA/13. R-2A/13, 11-34/14. R-,R/,3. r Ma. R-1AW/15, N-2AW/,a R-3AW/16. R-1RW/11L 11-29W/14 R-3BW/,6. ,• Mw., o 0 0 0 0 0 I� I ( I ���,, �. Lisa i , 4Y-LOAN' S.S. e0lm O1� i ( l W3. I (USE FOR PANEL laslDi'N I I OVER 7•-6') ( I I (7) , I I RM16 IENOTN i I REOIaM PANEL 9•-f' • +40.0„ -40.0 M,r. 37KRW iREOVIµ PANEL 1'1 i -' 1 I L (W/ aeRIA, 1p r+wa to faT) i u i I 4 -ARM r-e ' I LIFE SO. PANEL " • Me A -e4.0 P,I.r, � •.. aAro aNLI6AP ,AL PAIR LENOM .aln . ._ t. -T - Vr', _ - ._.•. - - -- _ _ - r -�- i 1 r Iti A .•. A ueE r e AL4 Ran LENc1H a.a eam W � L 1 >' 1 1 �' „ i � Al EA. , -�, ,. I }- 1-- I l , r D.M..Q i�' d i PANE tumor caRHutf - ly WNNO NIfT AT SING IRIT AT MOR LEFT PANEL iOLiOLaLD MGM ".An r t i t wsTAWaTDNS ONLY VA D FOR WSq 7 7 kihk L INN. R-tA/13 R-2A/13 R-3A/14 R-tB/13. R-25/15. R-3B/14. I• Nw.l iPEm UP ,0 170 mP.A. R-1AW/15, R-TAW/15. R-3AW/1R. R-1RW/1e. 1-21IV/13, b3BSV/16 1 ...---_..._..... _.... --ANCHORS (SEE SEC110NS a XY13MY FS ON S"EETS 13. 14, IS t/s• AaX, nor LIFE SAFETY STORM PANEL EELEVATION (t) ''(/T�) I."?,SCALE 1/4•-1• "' STORM PANEL (LR4 O"e .1-ow wum rOSTORM PANNE j 1/r _- r a:_=-:_ --------- _ - ur.z_ �.: c " .yr:r1 ,...:•= d MAi :......==-_ L=a--y--x-•=.. s=>mas _ 4!a -Je.= •' #; �7 2 * InSmwy PANE _ �# a FLOMDA BINLDING CODE Non w2h volocayMNrrbone Zone EKTMDRFfS ORIDA •: N4� •°°m2 nWoo Na 24 OAOE GALVANIZED STEEL STORM PANEL IVAN or. NG �L E C O ItLe. L MK11 a" PRODUCTS. UA. NOft SECTION A -A 4%N. 91 aa SCALE 1/4'-1* -N�Nnw. now""Ime-aL mov, 2 20-175 OA-OaN1/9 NO le4 OaeNe N.: Pa, 014/00OYR4anAiE a6 EE • elNir is 4r N t2-1 WIMUMFF SAM WALL Jim. 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE PATINOS I. AND PANEL L041M AS PER ELEVATION ON IL 2. FOR NEW WOW FRAME CONSTRUCTION: WOOD UMBERS TO BE SOVMERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 DR M AL TAPCat 2•M• No, R R 9. O.C. PLATE moue 9D Filliz:i, - 111 L �•P;RTa1.T;iisl 7Eia49:11 4IA3!:1i 70111111 (( . _-_. 1 1• Mks. 6• PANEL Lowsm _-� ON LNRT 1N i e• � ODR N2 (VAJD ONLY FOR PANEL Qt INSTALLATIONS AS PER SECTIONS i THRU 6, ON SHEETS 4 k 5) MAY, A.So. WON PIESBVAE MAURO ANCHORS SPACM FOR MIN EA PEA SCHEDIAE BDAW Aovtivlalt a �,,t 1610MAN IMOTH •) WAX, ALA otm t (MP.af.) MAXIMUM ANCHORS !ALINE I= MN Ea6 PER BMMU mova m �E IMN MN LOOM () TA•OOH ILN.Ib-8ET iANPAN+G-1WlN MU(-w TMCON Scuo.-W PUZ7NYM.-iMlw GU1[_* a �11f, ToM13- L 10 It omovam or 1„[W OR a A W W 111W >4a4 -a +7e -73 L1a• 1rIr ,r ,Y ,r , Ir ,a' Ir Or ,0• I s,_r OR 1F91 ♦71L-'76 OIL-1104 ,s r we 0 , 13 e , Ir 9 , 7 1 6, Ir 4 , ,tr ter �i O• ta• lY ,]• lY tr ta' lr I almilm) is- 0 1/2• Ir ,r ,r a tr e' Ir 7t/r ,r r I MOTOR) ,r Ir ,r Ir Ir ,r Or +r ,s• to' (TO•) ,r r it 01 Ir • t/O• ,r e , 7 ,/a• a , Ir 41 2 (Tan13•Ir ,r Ir IY 1r Ir Ir 10• a (HOES!+ 1r r Ir Ir +r 9,n ,r f 1,2' 0 , 7 t/W 1r e 1 a 11QM)Ir ,r tr +r ,r Ir Or Ir 1r la ,r r ,r Ir +a e , ,r • ,/r ,o ,n 7 +/2• O• r s Doma-r OR /! I/a ■ +/•• - • ,/4• 3 , 1a t/ - - e ,/+' • tp• a molitoM) - - 2 ,n a 1/2 4 1/4- alp• a , 6 1/4• - - a 1/4 a 1/4• ! r r 61 r r 6 I/Y T a1 w a 1/r 4 cmP) r 3� r e fn• r 3 fir r 4• 4+ r a In• a In• s MOO) t' O" - e e• - e' r e' _ _.. - - . r - 61oTI'oIt) !• - • 1/r _ - tl•_ -;r _- r - s ,/a• - r - -l• (eDtT01I) - tY -17• 1T ,r fr q' 1s' 13• 11• U• 10• (mP) Ir a 1/3• ;r ,r" r ,r 9• IV 7 ,!r Ir ) ,r it* _ Or O• Ir 13• 13' Or 13, 121 tr 10' (GOMM) 13• 7• Or 13• Ir a 1/2' Ir 9 ,/a' 0 i 7 1 O' r 6 I]• fl' ,]• N' t3' 1]' IJ' ,r tJ' ,r ,]' to' 6 O' 6• ts' o I/ ,r e t Or 4 tir 7 I/r It i r O' 4 I/r Day _ _ 4, 4• 6 I/4• e 1 4• 6 1 1• - - - - I, r a 1/4' 6 «) - a 1/4• 9/ e a, r e Ile 6 Ole e, l• - - e i 1• e 1 4• a Or 7 1/2 ,r ,r 1]` 1tr Ir ,r Ir a• tr 6 1/! 1 W_r to r-r lr r Ir 1 , 3 I 1 Ir 7 , 0 , lr . , 1 c" �,�• IV Y.a• IS- 7 t/r ,r ,r tr o , Or 10 ,/: 1 , 6' ,r r t (SOMM) ,r a I/r ,r Ir ,r r ,r r to* 2 t/2' Ir r t pDTTaefl 161 7 i/a' ,r ,r Or tr Ir to, I,• r ,r a t/!• a (up) ,r r 1Y to , O' a 1/r 1r 0 +/r 7 I/r a t/r Ir 4 'Iris mn 13• 7 1/2• tr O• fT 10 1/a 13• 0 , t 1 a' ,r Y f (e0rldl) or T 13' ,Y ta' 9 ,n' O• 0 In• 0 1/3 7 ,/Y Or • 1/2' a (6o11oM O• 7 tn'. O• lr ,a' 0 t tr to In 1, ,n I. O• r a (T17P) Or 7• 1r tr 1r • tn' 147 a 1/3. 10 1/3 7 1n• Ir r (mm I 1 2 I� a 1/4 a 114• 2 l/r S 1/4- - - 9 1/4' a 1/4. 3 (e0fl01h - - a t/ fa to 6 1 r e 1/4• : 1n• • I p• - - 6 Ile 4 Ip' a 7 1n• 3 1/r r r 7 t/r 4• r 4 1/r S' 3 In• r r e (TON) r r 4• 6 1 • r 3 1/r r 4' 4 1/a' r e 1 a t/a' (TOP) r - a' - r - 6' - 4• - 9• - 4 (AOTIat) r - • +/1' - I' - r - a In' - Y - 4 COMTOM) 7 t/a• Or it 1r is in Or to 1/2 t 1 r ,Y Y (tOq Or a ,/r O' 1r Or P O• r lr 7 T/r O' r (Tay ,]• 7 tn• 13• tr O• 0 I/3 /3' 0 1 t t/a r IY Y 6 (eorTaO O' r tr O' Or a t 1r 9 1/a• 0 1/r 7 1/Y 1!' r 6 (anllaM) Ir 7 I/e 13• ,r tr a to tr 10 1/2 1 , r ,r r a Crop) Or r Or Or a I/r ,r 9 +A2 7 +n' s ,/r 13• 4 +/r (IDy 4, a• a, r a+r s, a• et 4 et/ra a t 4.4,/r e, 4 al r 41 raI s•e MOTT aR ow 1t MR AMMM ,1Pa a .MOM no dov"$Ns Ono WOOD row 9 ADM • MNewN r 2nt I - let Moslem UK Dow" AR Boom oN I+a SOf9111E we Lo LEa nIR Imam n 2ocku RmAa AND"SAata w eUNC MA/BRISK OHM am 1 mmu WYW MXAML ?ACTORS FOR No 0FMAIFN 10 of "a L I== PRIOR ORIMO IMF OWN SWILL LIST IS L M ltm INNYN Otlnls 90Gtla ma DOW Now t+•E am two mNraAa • tp1 1/41 1 t 411 1YPE ,.,/{ Ire" _ geo-on am-" IINMN MaMat ONnR ) a 3 3 3 2 ,/r a ,n piy 3 a I/r r A 3 I/r 3 OWANUO*4aoN 3 3 .n• 01 s Its a I/r 4 pE10�Ne1W FAVORS - - - _. p 0.p 0.1• ,.eN - e42 r SIOAa 8 ONLY 1gLD WI#N SPPCER IS S1EE rj,L6lE 1 FOR MN(. A.S.D. DESIGN LOADS k MAX. PANEL WHEI4 BPAGE7, �l ISUSED. 1/4.6 TAN ANCHOR L POURED DR CONCREIE ELOU( RDDURIOI. I/4•e TAN AMOCO • a,-bie womom Wh e1 v MIN. (SSE ELLW710N ON SHEET ,a) L RON .1 p'6 TAPCON� EE��AN(aNr1OOR e r o.c. I..DONCIaa etacN CONCRETE RIOUMM.WALL MIKINTIOM oR L3E.ii A ".O. Dow LOAD �N�' 40 PSF OR LESS 6'-6' > 40 PW TO 50 PW e'-2• > 50 PW TO so PW 51-10• a Aux. PANEL LENG1NS ARE ONIOY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS k W/ SPACER AT 12 1/2. O.C. •. 6a1_ •: t _L � I ,�a,• I I t• Ilavl 61 PANEL LEROM -. -_...� (SEE ELLVIN" ON 9HM 12) 1 I i r I KCA j ANCHOR • 91 DA. '- wDac �. °N �� 11R TTrPt Litt" Folk aNTALA tNm tAF92N 1 M "ANCHOR SPOMM AM OWN ougamm NNMNII A/aln Male aj 3 a4A.Nr eA3 3 Oa OWAIMCE ARE NIA . ON no•1AtIrN4et SCMEOLE NMTW ON sommALFa"IImtaNCE me"" LEM SpAckv enA+aMal .9N.~9AAA OV l Or wAtftvm wwxa SHOWN am aLTO1Na w Dta rv.LOWM FAa.'16ea ANAL M �R e1eROR __..._.__ ...�'....._...__....-._ 1 1/Y .__._. __ 4H FOR Tla CPVL4M m M PONI" MOROCCO Vo=w open IRMO RP.NR SWJ.L LOP Is tall THAN ......_...... MWAN W ACRO w ICKNO FOR ua, ANCHOR "Fic on 1N6 eCSDIRL. _... _._.. - . _. ___ . _ _ ... __.... 7 - 1/4 TAR ANCHOR • -7 St 1 1 ' I , I I O + 1 , � e 1' Aft.. I _ , •e.mr i pt r4 TO , I.A ioM 6 i OE' { R R ►au LEHm11 4 - - i W t LILT I I 1 N 1 ; Lis a "Im 3 i 11 1! 1 � ED.• ._ ..... ro IC W MAor Ya. DO, -_TT-J/4'4 TOPM I -- ANCHOR L r O.C. ;�ttolelEo C&4tf4 rt OR BLOcfI REOUXREO. I!INNNy SCALE 3 , � Q�0NSICNI N�QTEPOURID s CONCIVE @I= i REa1NSEo. OarlIe Nln. I ti wx -� Or Tian EVAT I ON PART 12) a2lA •p/ •u+ 4c -)/4Y TAPCON ANCHOR • e• o,c. °Pauam comcmm OR atoll IEDueDD. INSTALLATION DETAILS INTO WOOD FOR UFE SAFETY STRUCTURES PANELO .. . 1EOlMRO"N •. .Y~ f I �OIARmINFA0L11 r t / 1 1APCON + j, SIGNOR . 6. O.C. _ 1 11416 TMOON . ,, � . 9• OZ , I N -- +Nx , w J V4�•'a,' _-.:.:- .1A .r•#'; : a a � I OLII a si piou2'A> M q A. _ 1_-- M l WX. W-- PANG. LE1WH 4 PANE LEN07" 1 I (SSE [IE1W110N (SEE ELEVATION 1 j ON SHEET 12) ---=�1_—_'- --- { ON SHEET 12) _ -� It It I 1k�-•�- -�--- N.-- O ARAAlin /� v QLAW { L%2 ` e UL i1 ' 2-W WOOD I ° PLUG PATE •OWZAEo 1/4•a PAIELNTE NUS gAIELAIATE • 12 Tyr ox. 1 t J - , 1'-ANCHOR L /2 I/e O.O. II IHim .-�. • L - A NOS "16M NOR M1111111/INN/ jLLLL`unF-u._ ..•pW Z.Yt1ulOLiLL[mEN+V 44167 ': FLORIDA BUILDING CODE Non fth Voloaltif NWrrla6na ions OF STATE OF w N a %mm. R4 24 GAGE tMI MM STEEL. STORM PANEL S TALL 0°MI 41i 1. OMMULATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATINGS (P.O. 1) AND PANEL•,•• �• FOR IL ECO/Nil.. L PROTECTION PRODUCTS. LENGTHS AS PER EI.EVATON ON SHEET 1L 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD SrONAI�•� �j�.�2 M0°rwl:4' •, LRm /! v o'pO41lNe•eTaF 20-175 MEAPoERS TO BE SOUTHERN FINE No 2. W/ SPECIFIC DENSITY OF 0.53 OR EOUAL.. ANNH113Nr1 PIS, NMAIV&touw4vn IRS.• ti 4n•IR, Talc"Oplo_714% la 000°'iuA tWW4r N. A°` A. ►s Ran Is or M N N s CO _ U 2) 2.6..A Q 0 O ca -0 CL . 0) V � CAI cD -6-9 Fn 2 O ^^''W O O OLL O cu p 0 E am) Q O r ^I.cu l O CO a w �ti o �.. C m C2 N O CO >•[ u- a H rc o In .a LV L 1A C l9 fV Y as d � c W V � 4 x 3 'm m it,m �. u m d c o O T. N Q� C A O SHEET NO. SH 1A E;�w 1A LO'S jk,EZ I / 18, r P-rziw/ia 1A. _W"f OUPAMW sly"' (&a PANEL) iJNTi1;TlOR'PANEL) I'm E NQ= 2. 3. 4 SEE TIES 2. 3. 4 0 4PLTICD PANELS W/ MXTS IF 0 EA, OVEF IF is This, 2MV2 Is= r a.. 3 1&4 ANOPIM �. I*- ILL1911MOK 1121IN OR SMErt IW 08. t_r,3Z_Z,W/1 S TYPICAL ION FOR SERIES- 2000 E-Z HANG STORM PANEL Q-, SYSTEM %P M X" 9 to] �1, W=1 .44167 STATE 00 "'LORI'DIs 111, 441, EN[73INEERING ENc3oNEE:RiNc3 EXPRESS RL PRODUCT EVALUATION REPORT September 15 2020 Al,plicabon Number IIN9 I - R2 EX Project Numl� 20 3`1543 Product Manutiactutar All American Shutters and Glass MunufaclurotAddiem. 1540 Donna Road West Palm Beach FL 33409 Product Name 8 Description 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of $he Florida Deparime rif at Binuriess; and Piolessionai Regulation (Fioncla Buikhng Commission) Rule Chapter 61(320-3 005. F A.C., for statewide acceptance per Method I(d) The product noted above has bow Joined and/or evaluated as summarized herein to Show corMhonco with the Florida Building Code Seventh Edition (2020) and Is, for the purpose intended, at least equivalent to that required try the Code Re-evaluation of this product shall be iw4uired following pertinent Florida Building Code moddications ot revisions Substantiating Data: -rsE. dI.=nTt= = Steel Storm Panels (HVHZ & Nw-HVHZ)- sheets 1 5 prepared by Engineering Exfxe%s. signed A. soaloo by Frank Bertnarclo P E is an integral part of thts Evalualion Report . TEST REPORTS Undomn static. structural perfwrnance has been tested in accordance with TAS 202 test standards Pei t"t reporl(s) #8T-ASG 17-DOI by Blackwater Testing Inc La go misvie impact resistance and cyclic loading performance han been tested in accordance with TAS 201 and TAS 203 test standards per lesA fopart(sl OBT ASG 17-001 by Blackwalut Testing Inc iRING CALCULATIONS Shucluial engineering calculations have been prepared which waluials, Me product based .1, comparative and/or fabonal analysts to qualify the tollowing design C"tens I Miaximurn, Allowable Sports 2 Mininnum Allowable Spans 3 Minimum Glass Separation A Anchor Spacing 160 STY 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TaA 04 OE GEXPRISL.Com ENC,T:kG61:N1AE1"xPR1SS.CoM or %, 7' qn, 40.11 a. I wx of ,, MAN ILAST PANELQ TO K INSTALLED AT EACH OPENING SH&L ALWAYS BE PROVIOCI) W/ REAR HANDLE TO FACILITATE INSTALLATIOFi IF INTINOrl) TO BE INSTALLED FROM INSIDE OF STRUCTURE (1), OLE QbL -Z RANG STORM PANCL 5YSTILY CO,XW RNr 1W DWI): E C-t TRACKS TDP & BOTTOM (2) END BE CONNECTED TO BOTTOM TRACK FIrSIVI, r0P­ XTSHALI BE PROVIDED AT TOP OF SUCH P ELS. OF END VANFLS ARE CONNECTED TO BOTTOM TRACN, CONNECTION SMALL CONSIST Of 1/4-P-20x3/4' AILS, W/ 1/8'00/37" WING NUT OR 1/4*40/4' Win THUMBSCREW INTO TAPPED BOrMM TRACX LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERICA FLAT rLANGES OF END PANEL �'4). IN CASE THAI END PANELS ARE NOT CONNEMD TO BOTTOM TRACK I; c A S70P 13AR IS ONLY USED AT TOP) AT LEAST TWO PANELS SMALL K CONNECTED TO BOTIOU TRACK USING SPECS INDICATED ON NOTE �� IN SUCH CASE. CONNECTION OF PANELS TO BOTTOM MAY OCCUR AT ANY PANEL LOCATION t INSTALLATIONS ONLY VALID FOR MIND SPEED UP TO 170 m.p,h, I FLORIDA BUILDING CODE (Non High Velocity Nor iconit Zona PC Z4 GAGE GALVANIZED STEEL STORM PANEL 11LIEC0196. GLOBAL PROTECTION PRODUCTS, LLC. WiNa .6 _oHne 20 "Lin o or 'a I jF91 it Is FN(73INEERING Page 2of AllAmenew Shumvriand (ilds� - 24ga Gakant/ed SIM Slotan Panels No 33% increase in alkiwable stress has been used in the design of this product. Separation from glazing is not requited for installations outside of wind zone 4 and essential facilities Impact Resistance: Largo Impact Resistance has been demonstrated Its evidenced in previously Wed lost reports), Son si accounted for in The engineering design of this product YWnd Load Resistance This Product has been designed to testst wind load% Us indicated in the span schadulais) on the respective Product Evaluallon Docurriont (I u engineering drowino Installation This product shall be installed in strict coinpliance with its respectme, Product Evaluation Docunient (f a engineering diarwing) along with all components noted therevi Product components shall be of The maitenal sp�fied In that product a respective Product Evaluation Document (I a enginetring dreveing) Limitations & Conditions of Use: Use of This product Strait be in %met accordance with the respective Product Evaluation Document (I a ongineefing drawing) as noted herein Al� supporling host structures Shell be designed to ifisitil all staperimposed loads and 0all be of a material ks ad I nlhispiodtjci'srespecbvea�,hotsr.hodLJIO Host structure condflionswtuch are not accounted for In This products respec trve anchor schedule shall be designeA to( on a sfle�specjfk: basis by a registered professional engineer AJI components which ate pentioneatty installed shall be protected against corrosion. contarrunation and other such damage at all ornes This product has been designed for "a within and Ottawas the 1-figh Velocity Hurricane Zone IHVHZ) .......... Frank Bennardo. PL ENGINEERING &PRESS' hPF(*46I;49 I Cen Atuh 98" 160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354 0660 1 (866) 396-9999 TEAM@bENGINfIRINGEXPRESS.COM ENGINIEAINGE�PRFIS COM Wx T_- I ra L --- i:iL_Jl1Fi j H_v=k1rI JI'- LW2M- r,.1 Pit It �0 U) It 1� ff I AD �11`. 41 ED T -,*.,u a. 0,13- wow WOE =W A �C I 4, an LIU vNip 7 MIMIC, -M Uj M.'MW -At- - v­1 41 4XI Uff �.A -C 14, 4,11) Z r- F, ' 20-31543 VF I- _411- INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PAK" INTO POURED CONCRETE. CONCRETE BLQCK AND WQOD STRUCTURES _Cxi".NG POURW CONCRM 041 ITNPODN CONCRM 9LDCX ANCHN 0 12' aC, REQUIRED. 1/4-0 IAPCON 014.1- Hex MW TEK HEX HEAD YEN ANCHOR 0 Ir D.C. 411064' A- 76'* �" EDGE 11 St. I' MS., cc Hav aon� SEPARATION CIO To GLASIS 3/16,0 1 _=IiI POP GLASS ALUMNUM POP RIVET TO 01ASS. LW V-0, go Ama E-GTH TV rpm LEN07H TV I' kin. 1 -1/4 10 GLASS, (a) a-- SEPARATION to GLASS THU=R9 502 YNU OF V BOX ,-1/4'0-20.2" Or -L' 00 THUMBSCRM IT it ir I L 1 C7 TAPCON ANCHOR It 0 12' oc� 1/4-0 TA"C" TO C EYISTR4 - ANCHOR "NCRM OR 2'.4' woon CONCRETE BLOCK REQUIRED REOURIED WALL MOUNTING SECTION EZJ SCAff 3/8-1- AfteTMEE; 1 W SCALE 3/8- 1 WH1" ON - .. ........ PANEL LENGTH SHALL BE 2'-6' .4 FLORIDA BUILDING CODE (Non High Velocity Nor 24 GAGE GALVANIZED STEEL STORM PANEL Icons Zone)j IF 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN PRESSURE RATING +/- 40.0 Pe.f. AND 6'-0' MAX PANEL LENGTH. J; STA*TE 0 (;LOBAL PROTECTION PRODUCTS. LLC. 2. FOR NEW WOOD FfLAME CONSTRUCTION! *DOD IZ41� ThUrt noo- CRO"Kgmm COMPANY -M a. $1 OWL '1 3" MEMBERS TO BE SOUTHERN PINE No 2, Wil SPECIM 20-175 DENSITY OF 0�55 OR EQUAL LF., Pv ALL AMERICAN SHU17ERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HVHZ� WIDTH VNUKTCD IPFRP. lo, PANEL SIPAN) TIOP MOUNT (CONN- ryp. TYPE AS R150D) OPnONAL 4`20 STIFCH IMOLTS Nr ,N%" ,=!RED ED 0 OVERLAPS 4 N DSPAN CUSn APPROPRIATE' SPAN TABLE) 4- PLAMLIEW T m 40TTO 4 M FIT IMNN'TYPE RM-0) " �gj MAYBE AT r S.aOT7OM TYPICAL VER-rICAL MOUNT ELEVATION N T �- ELEVATION TOP MOUNT cc N TYPE (SPAN ABOVE As RE Q-D)-\ -OBSTRUCTION) OW70M TYPE STSnWCTION AS REQ'D) I LOCATION MAY VARY) TOP, MOUNT JUUNN IYF AS REQ'D) act"cam MOUNT iSPA BELOW INPE AS Req'a) 01551"NUCTIONT FANFUI MAY 10. OPTIONAL K'-20 STITCH PROMIDW TH BOLTS WITH INASHERED ANCHORS,AkE UU ATI111 .1"WGNUTS FASTENED 0 D"N"CHS e8LAPS a SPANS ABOVE a RI'l .11 OBSIR �P)SPA USE LN TVM VERTICAL MOUNT ELEVATION (NOTCHED PANELS) �j N.7 S - ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: GAUGIPPAPOKS MINNAUM STORM PANU SEPARAlloNfROM GLASS jHVHZ, WIND ZONE 4 9 ESSINTIA1 FACII ITIES) ALLOWAM tUnAUATK)NSLBS )WALIATIONSGREATIP 0010M sm"liarimil ITTAKWABOVIGRAVE ?MM30'AWVtGAACOE 041IN al nod! in .0 _9 In. Pain :FFAN ::FLNtLJULt NU I tb: I , EVER SPAN SCHEDULES WFrH NEGATIVE I'M LOAD & PA14EL FASTENER 5 - To Gh PACT"" DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESI 2, "PANEIL FASTIRORS' Aae STUDS USED IN COPFOUNCTION WITH ALI. MOUNTING INTRUSIONS VF`TAAC%. STUDDeVANGLE. ETC) USE6291 0 C. PANEL FASTENER SPACING TABLE VALUES FOP ALL W" ' A14D *U*�HEADERS (INCLUDING BUILD OUT CONDITIONS) 3 LINEAR INTERPOLATION ETWEEN LOADS IS ACCEIPITASUE. OTHERWISE US: NEXT HIGHER 11010 I ENTER $PAN SCHEDULE W1 rH POSITIVE DESIGN LOAD To DETERMINE MI MIMUM ALLOWABLE SEPARATION FROM THIB OPENING TO 86 PROTECTED 2 SCHEDULE IS REQUIRED FOR USE WIN POSITIVE L. ONLY INTERPOLATION BETWEEN LOADS 15 ACCEIMABLE, OTHERWISE USE NEXT HIGHER LOAD 3. FOR INSTALLATIONS OUT51DE OF THE MVMZ AND OUTSIDE Of eSSENTIA, FACILPIES IN ASIM WIND ZONES I THROUGH J. THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND 140 MINIMUM SEPAA47ION FROM THE PROTECTED OPENING IS REQUIRED. MI MAXIMUM ALLOWABLE M. mm, DFSIGN PRESSURES: FAs _NormiN wwsi,i DESIGNNOTES: I sEHTuUE5; "InVC AND Ne ATtVftMgAN PRESSURES CALOU rED 59 OVERMINEC E WITH T,15 I ER FOR _ SYS U. Use P tki OF THE F DA BUILDW CODE SRALL BE LESS *N OR L N�6rr NEGATM DESIGN ;.Tz. > PW�SJUA W URE ACIT VA ES LISRD HtReIN FOR ANY ASSEMBLY AS SHOWN GENERAL NOTES; 3c5l j 1, =SPECIFICATION NAB BEEN DESIGNED AND SHALILUOF FAUTCA ED IN 0, ACCO CE WITH THE R�OUIREMXNTS OP Tht FLORIDA I IUDUNF C OL TH E NAV&St"O"I. %2.21 ?31SI Fix INYVONTE AND CONFO0:j TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY a, OMQD AS STATED MAY REQUIRE APIPLY� DIS ADDITIONAL$ Wjt?tAIA 2 140113�V3% INCREASE INALLOWARLIF STRESS HAS 056N LISEDIN IMF ESIONO'THIr 0 1 SYSTEM N. THE ARCHrIECTIENGINEER OF RECORD FOR THE PROJECT 0 SUPeRAVILUMUREWIfli WHICH THIS 11151ft.3 US%11"ALL." 1131011S.11 FOR THE INTIFIGRITY OF ALL SUPPORTING ES THIS ESIL44 WHICH 0 SHALL it C OCIRDIRATIO IT THE 1811,11117a. CONTRACTO"LL Be, elt tim SHIP. . Puh. in 2 ', a SPANS CD ED =R "C"Mof'I*N7101'�"I'A'C'TTr7l7SOP'N GUNI AMMEEATE SIAN CAILCERC N 5 AS MAY 00 HERETV IS OCHS RO' AND WAS N.TIRCHIOV V INFORMATION MR A 1MGIFICSITT. FDA &VITE COMOFTIONU DIFFERENT FROM LLI FIE CONDITIONS DETAILED RIUMUNiT.AILM PIMM 0 ITO "VIVIEMR OURSE IN Re ARCHFIRiCr SHALi. PREPARE 51TE SP FXDOCLIMI T r- I NJU-T.. .0 DES,014"ri"THM"'.."N" PliteaSURES DI HEREIN ARE SAMV ON AiArdmum rmro VIDEO Of A 1.3 5APITY FACTOR, "' OR "IM, PWADWR OTHUNMIRSENOTE .64 1 AOL.PT."TWITROS N1 A)LL 9 11 AM CORPOSION-1 No SHALL COMPLY 11 IN %E FOR AL., IN.M.I.I.TLAMPr MATERIAL A I,IAYTHfALUhlh'JMASOCI�FIACAnTOWN,NS IMc,$ANYAPFUCAAU WERAL, STATE, ANDIOR LCYA1 CODES a A, STCHRM PAN" %HALL BE 24CA STEEL 1�15.024' 9 SMRM Ne� S�T�� �oGALVAflUtDCOATMWZTMAKMIM�Mpr-&I K". 10. U.ALJUK1NWM ZAMUrdONSSliA"Pgt,063�T6AIUMINUM ALLOY, UNLESS NOTED O�FRWISAI. - T-16SO".1,10 US SHOWN MAY Of INTICK ­NGVD AS MLO COMOITIONSOICTATE. PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICA". IZ; CONCRETE &NMORS NOVO H MEIN SHALL 86 KHRADDSO TO 4 "D"j;��OOCO"OKETI.QY.ff IMORS PER MAN Itt"SITACM No. 13. THE CON 9 12 R991PONSIOLF TO INVOLA79 OR $AqrKT ALL gem MILAR, MATERIALS TO PREVEVINCTROLN52S. TNT SEP" F�W 24. VAN APEDIEV HEAE10VAUDATES III Pon, DOWN AS� THIS SPECEPICATION By CORTZK kQ SHOWN OHL � U E OF To , It. I INDEMNIFIED & SAVES HARPHICSS THIS MINGINC911, FORALL COST & 0AMA1. IN %= APP11111111110_11ULTIEILO�EC" I�A.L 1A G, S SCrION, & CONSTRVMON es e, V THAT QK LOCAL, �ATC, 4. FECICRAL AM Q� 05 00 PUS PON. 13 'A EXCEPT AS EXPRESELY PROVIDED Heliff"I) NO ADDITIONAL CK TIFICATIONS OR ANTICIPATION% Age I FIT11. ED I*, ALTIVIATION1,1bTrUINS OR OFFMIR MARICHICS YO THIS DOCUMMINI PINTS NOT , [In ANOrIVAL113AWTHISICCRIFFIFICATION 21. PANEELS*034HO46EPERMANeNTLVLAIE�ROWTTli.A-MI-NIMUM,CF(�)LApet VISIT ECALWOMIN3 20-31543 M fi=� 2-e-mw . IF I I - MINIMUM ALLOWABLE SPAN SCHEDULE (-T �WEE jXIVrj:Sj T60 WIOUNT le 0. 0, V O.G.4 -kr H-d. Ir Or 14- 2 T 2C 2r 9, -V1.rK_o. IF 17 Cr IT 2-1 28- 22- 21F T IF 73, -7F W 3il� I r 3or 4ar )T Ir ae, I 3Ur _iF Sa 2W' 40� 2*' I-.,* 2S* ?r 2T 31, W Sr W, 291, 30r W 21r 22' ST sr ST ff ar 24 W 21F W Zr Z' V 30' 46' _j� SW ?V' 4r If ,I- W 31, 1 V V 2r I 2r I ;ff 3r ®r - ­ _9' _F7_ 01,41 HIM AL = HCRIN's In TMM " NAIVE WIPNe site, "Comn 'ver No' ump VAT" IMMUMPT =016, CONDITIONS, "W"ID, ne-ench "CA Ut.Aji �, t It PIA DIFTAIL 'Aaresse, s MhS.MsMU4 Ja WFN�­ os, 010 Po 0P`tQqA, 10. � �am.m "'Fle OCTAL. -N`11 SING, .1 _.__ CoNomm __ 1. -ft L QIT1`10NAL INTERIOR FASTENING DETAIL N 'S n Uj Us-^U"`M a. J PIT I i-CHiM, PCs- _cv,, _1MRF.. I.. ., DC"NI-M, t-1.0ft v A1Nv,c!MY c0aft " .4 .1 a coMM, _. 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ST ILS- iti.at lat! 12 S" XCT' Fla" 4 J' 0,25' 12.4" 4.0" L2LT` 13.4* S.2" "T, IL311 4.71, 4.1r &25� 12.3' 4.7 4.0' L2 5`1 14.11" SA" 'a 4.1.' 4 0' 425* 173" 4.r' 4 0' 12 &IV .-1 123 - ;-F- 4 a- ANCHOR NOTES: ANCHOR SO-IEDIJUE APPLIES TO ALL PRODUCTS CERTIPLED HEREIN, BUT ONLY PROVIDES itViET11RIAM AUDIWAIR.F. ANCHOR SPACING MAXIMUM ALLOWABLE SPANS AND FRMIJP95 INDICATED I N SPAIN SCHEDULE SMALL APPLY. 9 ENTIAL ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXZ5TrNC STRUCTURE WATEPJAI. &ANCHOR IYPE SELECT DWGN LOAD GREATER THAN OR LIQUALTONeGATIVP DESIGN LOAD ON SMUT7ER AND SeLECT SPAN GREATER THAN OR EQUAL TO SH LITTER SPARI.SkLECT CONNECTION TYPE ITAIIED ON APPROPRIATE MOUNTING CONDITION t9FE MOUNTING DFTA1LS ON I 'PAWL PASnATEAW AM STUDS USED IN CONUNCTION WITH ALL MOUNTING VITUISIONS (`P'.TRACiK,S7U0T;FDAh1GLF,FTCA USE625"OC PANEL FA%MNEFt SPACING TAILE VALUES POR ALL �H`ANP V-HfACIERS (INCLUDING SUtLOCUTCONOMON5) 4 ANCHORS SMALL ISE INSTALLED IN AOCOROAMOE WITH MANUFACTURERWRECOMMINDATrOP.S. 5 HOLLOW LOCA HOST STRUCIVReSHALL CONFORM TOASTM COO 111_=� 6: MINIMUMPAWMENT SHALL OF AS NOTED IN ANCHOR SCHEDULE, 7 MINIMUM EN5VOMeW AND EDGE CJSTA NCE *9CLUDES STUC W, PCMM, BRICK, AND OTHER WALL N E WALL FINUSHeS SHALL BE LINUIECTO L14- MAN OR SHALL BE VINUrRID BY OTHM TO A ELY TRANSPr* LOA605 1' 0 HOST STRUCTURE a, GO E ANCHORS NOTED HEREIN SHALL BE FM1aEDD1ED TO UN -CRACKED CONCRETE ONLY WHERE EYIST11110 STRUCTURE 16 WOOD MMINIG, EYISTI NG CONDITIONS MAY VARY, FEELD PY THAT FASTENIFtF ARE INIOADMUATE WOOD 111FUNIMING NEMBERS, HOT PLTWOCD rASTENING TO PLYWOOD IS ACCEPtAKE ONLY MR SIDE CLOSURE PIECE& 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMUNr� ftr1WRSh4kL BE LOCATED IN OMIkAJL2-,T4'(NE1N1WO0DSTQD EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING) WOOD STUD SHALL BE -.MINEAN PA, G-0.55 ORGREATER DENSITY. LAG SCREW SHALL PAVE PHILLIPS PAN HEAD OR HEX HEAD. It REMOVABLE A J"ORS ARE DEWALt PANEUMATE. ALL -POINTS SOLID -SET & BRASS BUSHING W L2 MACHINE SCREWS SHALL HAVE If2- MINIMUM ENGAGEIMENT Of THREADS INTO THE BASE ANCHOR FIE'D MAY HAVE WHITER A PAN r S Hff*�SkT=0HkCA0H(e5RDEwALK SOLT) U N 0 TRUS SEDIMENT AND EDGE RK� EXIC U R 'I WALL FINISHES 14 M DESIGNATES ANCHOR CONO"10INS WHI04 ARE NOT ACCEPTABLE USES 1 5 * DIRECT MOUNTING CONDITIONS , 5 LINEAR INTERPOLATION IS NCIT PERKrrrED "USE WITH THE ANCHOR SCHEDULES LISTED ON THES SHEFIF Ail U) LU If, UJI Al 4­` 0 L_ 0_ 0 _0 0 0- co -0 CZ (a) =3 -o C:) CU u 0 M 7C3 0 0 CU 0 - 0 -+- M LL_ "_ C:) > U) E 0- U) 2 -0 W < C%%j 11 .0 >' LAJ c� C_.: c) C_ CL C,, E r- Q) IMP DO CL CO C� Cn (D CT3 0 L_ 0_ 0 CIO 0 L L) W 2E Z __j SHEET NO. SH 1.5.