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HomeMy WebLinkAbout36451 Flats Strn -o a �t- L0 LO v cn 0 M O rn 0 0 M a sr rn LO LO r (41 0 rn 0 0 N T LO 0 C i a M O i 0 a E E s v c a i 0 E 0 C_;1, y U 0 0 -U J r7 N N N in 0 a t+) N 0 0 Q m v ABBREVIATIONS AB orA.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or A r. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Fig. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galv. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector 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 HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KNVALL or KWall Kneewail SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lav, Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry OB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D,S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro, Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proofing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 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. EE NN/�R� 1941 Al B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 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. CNJ CLI w CL, C fn f - 46 'vC7 N G7 � N G 1T7 � O\N N 9 \ C; rn F e,s �p ..�{ rtOFE�a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W It co a 08 0 O to N 5 Lo L Lau Z U CM:_ o Y o W. N W��pjOi m w Z co N Z Q L& co Z N OU 00 CD N M o g z r_ M N z 2 cD 0 LL J C �T�TVVSS w C. o a � O L o N _� I U a Q o M -'Q W 2 M � LL 0 zo os >M _® E V �5 oa CL �� �� '0o W oQ Z�E a¢ Z o W Z X; s � � Q <o � U m � o� Z f Z m W J a ° �W �z CZ)"g a w Z ao �W m �0 a� '22 F3 o J= w� ;o ME .� v zla a ° 3 0CD = > co LO LO m U / co CO Cr O T— U +r U) ° in L O L 1. ©C� Cl) O 04 �oo O ILL Q V, Q LO T r E c M � Z (R Z � N E N m n a a� U J Q o cc J JOB NO: 23-00519 SCALE : AS NOTED SHEET NO. C S 3 LO LO ID 0 V) N M 0 0 rn 0 0 I N x x a LO v c) 0 N J 0 N T LO ID Cr -79 Y Q N N a 1.2 L v c J y v c U 0 i a 0 U J N i:i_ a. N N GJ a 0 GC, h, VJ -V 01 55'-10" 8'-6" VERIFY METER A LOCATION WITH T-0" S3 BUILDER H.B. LEA OP r I O� 5-SH6" DP:E R&S ____-____-- iD VERIFY LOCATION F - - - - - - - - - - - - �0 I N ELECTRICAL PANEL WH I I I 1 I K TYP @ LINEN - -1 t O I I I S4 GARAGE ' OWNER'S SUITE TB O•. it o Y V . I .C. BUILDER TO PROVIDE APPLIANCE PROTECTION I I I I I I OPENING o' ■ 8'-0" CLG. _ „! _____ CLG. MT 1 WHEN REQUIRED PER FBC I I I CARPET .... $..TILE . - O ' CA8'-0 CARPET 2 CAR GARAGE 2 0o I CV 17'-8' _ I - j p CLG. 8'-0" 3n I I I „I 1'� - 0"- Lhfr coo I -- ! g 2668 I O 1 ---I HANSON I I o I I BOX @ 36" I EDGE OF SLAB 2" BEYOND WALL A.F.F. K iri I H = I( co rn 60"x36" __ a DRYER VENT S3 I W I I N SHOWER THRU ROOF --- &S oo S3 (3) 2x4 #2 SPF w/ FIBERGLASS s MI ° 71 I o I I DTT2Z @ BASE RROU co D---------- 1 I 1 ( I I I T I l l TYP @ 1 STORY 5'-11811 1 "l, 4'rA _---_--I �i S3 "�C0`' --LN VtJ t IIX I L,t d �I NOTE: FINISHED I WALLS TO BE I I I I I ifl AHU t `' =' _ $. 51, CL1G .:_ -_ � � �- FLUSH. VERIFY IN FIELD. iD �I i I ;ti _ VILE; I ----- I I ) r I rL K ------ C D S3 (3) 2x4 #2 SPF w/ 3 S3 T - ---; rI i R.A.G. �gF' 28 8 DTT2Z @ BASE t � ; FAMILY R M - - - -_ ^ V 2:12 VAULTED CLG. ;.. I 9'-4" CLG. - L l 011�-�/ - -i -- I CARPET --ER - 3068 I o r I _ 9'-*'CLG. , I ENTRY -' rn I n 23'-s" 3'-10" T-8' 10'-10g, iin s -T}LE '1 6,1 !- g I 11 8 -0 CLG. to 1 I -HDR AT T-4' - - - I I i� ------- -------R&S------ i2668 <b`° _R&S 2668 r r------------ 4'-0" 11'-7s' I 6'-10" N 4'-78'-8" iv 5'-4" io 14'-6" 5'-4" c7 I N 7-6" 5068 B.F. 4068 B.F. rM j r ._._ _-' _ I OPT.I r I o _ I o _ REF. BEDROOM 2 co 00 =a z uJ _ O L N 1 - 6' - �--- t6= T rn - I--------------_-_-_-_- PATIO CAFE VAULT. CLG. / H ' F-==� --- :O O o : ,- 100 8'-0"CLG. -- i.. CARPET BEDROOM 3 r - -0 i I BEDROOM 4 8 0 CLG. �( A MWO o d / N D.W. __._ =- - I _ 8-0 CLG. ; 0 CARPET / to / I r Q U 3 24 8 L _ _ b� Y, CARPET I 8 L' r T 2" CARPET _ SINK w/ bISP ( // - "N 2'2 - ! -1-rll I„ r 2 -2 2 - 10 -4 10 4t„ 2 E! o / Miv -V ULT CECa -I -- li I - / rn / - ■ / / _.._ _...__- _ _. - -tt1 N � P N -... - TRy a A - 8 0' =w FLAT CL .,,6.0 T ao ro 00 � l B 1 -L- TYP @ 1 - LO -1 STORY r- A M e _ _ I •�/ S3 /' I ----- O O ---- '- 5-SH SURROUND ( `� / 16" DEEP 25-SH 25-SH H B EGRESS EGRESS O O i 29'-8" 15'-10" 19'-6" 65'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required " VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED "* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20X38J 184X37J S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20X63 18JX62J S.H. 16 20X72 184X714 S.H. 11-12 271/4X26 26X25J S.H. 11­13 271/4X38J 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 11,16 27JX72 26X711/2 S.H. 22 37 J X 26 36 1 X 251 /2 S.H. 23 37 JX 381J 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 J X 63 36 J X 621 /2 S.H. 26 37 J X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54X38J 524X37'J S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 4 X 62 J S.H. 36 54 X 72 52 J X 714 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-Al SCALE: %4"=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507,2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 0 +26.6 / -29.1 O +26.6 / -33.5 GO SEE SN SHEET ® 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 WALL LEGEND !IIIIIIIi1111N - - TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 20 TOTAL AREA 2372 PATIO INSULATION REQ. 23 LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) C 00 < 9 t o N m c- - M w: way.. N -� � a E +L G J.F. 1X R = C', c E m v .a t If Jfldl��r �.�1'�1111111 \t4 N fj�� •_� • -J <SO - I�O 4 C'JI FES �!�°,eglt�r►11I4l11111,� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 4 E 8 U 0 N co rn yOy QLL 04 'L W Z u a o_ L b W 0 o f0�`D o co m Lu Z ILW . CO LO N Z ¢ a N O U y Z W ❑❑ M � z N � � Oz z Q - N �4--J LL � LU w '9'� • J w S NLy N Ln U W J i N � U o NCD • Y Q N 0 ee® ®II� o w MCl> z ¢ o Z wE w=o< o � o Z® F- r0 g o 0 O E F p cn< a m� o0 m J O Q d Q W z z 8 og go ff0 A 3 o 2. �20 d z �w =k �LL 0 O v 01 o3 O > L ui m ,-. Q 0 L- F LO CID :3� M O ,- U U) Y 4 N M rn a� L17 T }j UJ <C co I co 04 oO U- N V, LO LO T E c ^ L,) T M z N z E (N iii a o U -J w Q p JOB NO: 23-00519 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w MEDICINE CABINET 00 oQ � o� U- U- Q o > CV > M C I "' M KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER 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. TOWEL BAR a ON BATHROOM WALL SHWR. o VALVES w o 00 = SOAP 00 DISH U r 0 LO 0 _ o Q0 I M M � TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY M O (V ri OPT. REF. KITCHEN P-SIVIWA 16" FOR LINEN 12,FOR PANTRY I O 00 O i n MIRROR M OWNER'S BATH INTERIOR ELEVATIONS_ SCALE: ,,z-, o 42" H UPPER CABINETS — 36" H UPPER CABINETS — 30" H UPPER CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o o BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30 H BASEcc - CABINETS o 0 00 °p U- r o `1 LO 0 1'-2" � 2x �- "t >- LO 00 FRAMING o 0 0 1 /2" GYP N M CV N BOARD -1 FIN. FLR. T FIN, FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1/2"=V-0" I eYa C%j c�a LU 9 W O L cc n v C"M .- eA eL C=Cn --en 97 RV L a.. l; C r� 0 N J,�,� v C 5, 0 R o e To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q �E o eo N p O CO CO N W N O L LL M LLW LL Z J lJ D W — 3 O... Y L � V s� Y O $ O NY °, S WCLU) Z c' m ' Nz d J ZN O D U z N M o g Z ro z oda Q � J n- 41 M Z a _ v 4--JN� 0 Q g owe 0 INI � v l Ly NNip (6 — cn U w J 8 I s z N & �p w za z U- C t6 C C1 z o oO Zo N OU tr � Z o a I— 0 C) o o co a� z ¢o o xz z c_z i �¢ ❑ �� mg A -� C =U r o Ou m N J mo ¢ 'az 1z Ci 0� go LLo m mz tt 0 F 0 M w 2 a OOtz 3 .° O = N Lm LO Fes- L t0 00N m U)LO N m O 4- N 0) i—I LL Q N U-) QLO r E'/� LO M o Z m Z ' N N a U 0 JOB NO: 23-00519 SCALE : AS NOTED SHEET NO. 2 a 12 5� HEEL 12 o 5 d- T.O.M. F4 HDR HGT. 1'_0" _ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 5� 35 5H F.FL. — -------------------------------- N `12 LJ 0G �I ILJ L�11 L_-] ❑I-I�;r. �i LJ I r l-]D F1 F] El E 14'-0" RIDGE VENT 3068 16070 OVERHEAD DOOR FRONT ELEVATION - Al 12 �5 SCALE: 1 /4"=1'-0" 11'-0" RIDGE VENT -SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 4'-0" RIDGE VENT LEFT ELEVATION - Al : 1 /4"=1' SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS T.O.M. , HDR HGT. 6" FASCIA (TYP) TEXTURED _ o CEMENTICIOUS °Q � FINISH ON C.M.U. m (TYP.) F.FL. REV. 09.24.21 C cMs o 00 sr+ � f.i_ (y �go CU Q 4 N E 3: i R :3 IF N\x\011111111111/1" cps �f O 0FE55'� d��s�4��°d�ibt111Ne To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W �E 0 8 0 (� y coo O FAa qk fn N b - a ii LL Q 3 a rj la.: LL w a � Z — o a roc m v 0 o � l�'i '0 ca N CO W 00 0 m w Z � Z d J LLW N �k OU Z ❑ ❑ v M � Z N ch S z � N Z CDO Q J — N C� V) z LL 4-0 cn W � U m O W O N t v , CB U W S _ 0 o co d o c N m O w Z m z 0 U (E � g0 T Q zo <N fl. � E U oLL F.z Z® oa F� r6 p E '0 U ar U 0 o N L z ¢0 Wzo z �z ¢ o W 0 m ry J m a" �w z 0 M o¢ g 0 d2 W Cn NW ~ m <00 J J a¢ �I0 rrp `� zla ¢TT03 0 C O ..1� >(O '^ L / ^ , , o� m i-� Qu CC13 L j 0 CM IW � vJ <C� O 04 o C13 O _ d' TN - CV Li � Q LO � r EC13 T c_ /� M LO Z Z y N a 0 _j ¢ 0 JOB NO: 23-00519 SCALE : AS NOTED SHEET NO. 3.1 0 00 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS — N c a 12 5[::::� TnM ----- ----- '-0" - - 4'-0" RIDGE VENT EXTENDED — OVERHANG TO BE CENTERED ON DOOR 35 SH---------- (2) 35 SH _ ------------------------------------------------ 11'-0" RIDGE VENT 12 SHINGLE OR TILE ROOF PER Cnivim wiTY RPFr:G - tNSTAI I r=n PFP 5068 SGD REAR ELEVATION — Al 14'-0" RIDGE VENT 12 �5 T.O.M.--------- HDR HGT. -- -- - - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------------------------------------------- T -- ------ 1'-0° TEXTURED CEMENTICIOUS TEXTURED FINISH ON C.M.U. CEMENTICIOUS V-0" (TYP.) FINISH ON C.M.U. (TYP. ) F.FL RIGHT ELEVATION — Al 09.24.21 O O CL F1 O M C` 2 O �V C W O N to CD S.O./ f tD d SU 42 w V SD d' C f� d m L) �j ,�`taaaa�uuurrrf��� .o° OWN q�f Q�� . Y •' ��S •• =. d � cp 0 �rr q F ES Sao '�Pl���, �r� i! 111►11�1a��\� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W Q QF 0 8 (0 0 N 0 to m �Lo� a) M Q N r, r- (NM O z # LL N 5 J C J 52 J LL LL W � a Z �rn Y ro o C) �s W _ = o �G CoN� Oaf C/5 M W N z < J a N OLL U U W 0� V M � 0 00 z in z rn aC J — a � U) - N M z a ^In' W o 4--J u W g U 0 In W o �✓ a U W = r N U 'o y c U' Q o o 9 rr w co M m � o Z � L Q o E V �� o� wz Zo z® oa go 00 U C F p < zO Zo LC < W Z Q p � m E U Z z m a) '0 aw ZZ S o¢ ao �w �k m <o all < -. �3 6,I~ o wF f yo a ch z< °� O I..V. LO '^ u , t rn m �.� Q Cca F LO Ce)O M U) o N M tA] L , ^ YTJ r � (n R� 0 4 N O 04 /V�� V LO L� T z Z N a 0 0 -j ¢ o � JOB NO: 23-00519 SCALE : AS NOTED SHEET NO. 3.2 - - . ., .. .: .,. . .. '... _-•-'.'--. - - _.. .. i -n i , 71. , __ I I If I.I I I 9' IIAf "I' �AMlell'A!A'fpA aA VARIES 1'-10" 12 CAP CAP 2" "NOTE: — ---- iv i\l FOAM TO BE USED 1" RADIUS M ONLY WHEN 1/2" RADIUS �Id 2" REQUIRED BY 3 1/2" RADIUS C4 .-IN Wa'1'uA COMMUNITY _ 1'-53 = SPECS. IF NOT, N Mld 1' 3!4" RADIUS 4 4 = MI7 CO DETAIL TO BE j" 2" OPENING VARIES 2" �2 BUILT W/ STUCCO. 1/2" RADIUS j" 1„ ,•emu EDGE OF 1" 4" VARIES MIv aIN j -0" d co 1' OPENING r VARIES 1`-4" za m ae iv o 1" VARIES r� I, 22 M j VARIES _TN d 1 1/2" RADIUS 4 42 r 2„ 3 ;ti 4' 2 1/2" RADIUS _ a„ I 34 4 in Li (.0 - - I+ d r,d VARIES 12 32„ j j„ 32 T �N 3" 2, 2" 14 BASE BASE 4 , cM N • 1 0" o 1 I N fV j2° o *NOTE: VARIES 8" 2" FOAM TO BE USED cD 3„ ONLY WHEN REQUIRED BY Ft j' 6" COMMUNITY 1" OPENING VARIES 2" r� SPECS. 1F NOT, � '-IN & V, DETAIL TO BE 2" 2" 2a c7l ZIEBUILT W/ STUCCO. EDGE NOF G I ' -� OPENING 6 �. z 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these LID 1,N drawings comply with the 2020 Florida Building Code - 4" 1 t+i Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing j 0" 6" Engineer's signature and seal. 9 9 P g pages bearing Q Zan iv — W cl O O p c O N q u4i LIDc _ _ 6 cp cD � ® N N iAN0 NM V J LL J CO _ QI LL CL u- W IN TM �R J w d l0 Z N 4u , - O O 6" ii o�� O C�13 2" 4" 3" 2" 2" N uJ W 'IN W rn rn m = 2 N M z N tY IL? (� N M <t o Q z O V L) -d W ❑ ❑ a 2," 1-1/2" THICK 32" � � o 0 a 4 �iSt L pip QN 2'-4„ _ �- 52„ j -5„ 52„ 7—'� M N 1„ 1 _4 3 _ V�) �Zn .3CZ CD IN � � ltJ aD O pp N Lu 0, IL 0 4" j" 12' VARIES VARIES �O LLJ o N �� 1" 2 U in N.. W 22" w j M t VARIES VARIES Elm + � Y ®I e T 4„ 8" `a 32 �� - - M Q r___----__ 6" 4" KEYSTONE F11 0 KEYSTONE F11 �' E Z o iv e,1' t OPTIONAL OPTIONAL a 8 nco Rs, i' 41„ 3„ r d z 2 4 R44r„ v 3" < z W W �S a E 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" 3" a ¢ z m o 2„ -tN �211 4 Y NOTE: m N ° W o • INSTALL OVER STONE, TYP. _ ¢ ' z VARIES FIN. TO HAVE TRADITIONAL o �Z LOOK & SMOOTH FINISH IM <o FOAM/ EPS MATERIAL IS a Y ACCEPTED cow O ¢ O EZ: NOTE: a • FIN. TO HAVE TRADITIONAL LOOK & 1`-4" o zI¢ o SMOOTH FINISH 14 j'-6a„ 14' j2" 2-j f2" • FOAM/ EPS MATERIAL IS ACCEPTED 54' 1'-12" 54' > �LO v I T-8" 7" N 4" T-0" 4" Q 101,1-4 10 T- N LO CD00 tti CV Cr O O Y ++ 33 r9 ♦� O - N m m N N N CO _N cj i N r �• N LO ai'e— E c c7 0 - o? 9 N L0 W Z M M Z E CV 4 0 o .. N 'AQ, a v ¢ o c E a � c N 1" Rro„ j2' JOB NO: 23-00519 j' SCALE : AS NOTED SHEEP NO. GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM Q Q • POLYCOAT (HARD COAT) m ;r , , • ACRYLIC SAND FINISH F1 v ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized. Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18 for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET f. SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® Hi -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN 'W" FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) kEg PUSH BUTTON SWITCH (OPTIONAL) F PUSH BUTTON SWITCH - DOOR BELL 5D SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH-IN FOR OPT, CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER NEMA 1 150 AMP/ 200 AMP #14 to lights & outlets #12 to appliances and GFI #10 to WH #8 to Range #6 to HVAC 50=210 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUNDjDisconLnectSERVICE BY POWER CO. INTERSYSTEMre Cu Ground BONDINGNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03,09,22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. AV J` VTI'11 PLUMBING RISER_ NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER 15'-01, RECEPT. VERIFY METER FOR ALARM LOCATION WITH SYSTEM BUILD R H.B. r—I qp 1 1 ---_ 1W--- 'rJ W IRRIGATION ---- 1 GFI --1 VERIFY LOCATION GFI @ 44" A.F.F. ELECTRICAL PANEL I I I 1 ;_ }_ I I I I OWNER'S SMITE �ij rtTr$ifi1 ❑ W.I.C. � 12� �-- � �---'---�---,� � 2 CAR GARAGE / -1.. —--- �� j GFI FOR I I I / ROUGH -IN FOR / I GAR. DOOM % OPT. CLG. FAN/ GFI I I f LIGHT PRE -WIRE C- --1-- -- GFI @ 44" I I I A.F.F. I t I S.D. / ,/ dvP _ _ _ -----OW J dWI - 0 T. - OPT. I 1 I I I I D. � 4- - - GFI @ 44' I A.F.F. FAMILY RMqFQ)jcH-i-- -- -❑- j--a--r V-I---1- f --- I ENTRY IDB06VGI ROUGH -IN FOR I-_ I P OPT. CLG. FAN/ LIGHT PRE-WIRE(th I U.C. OUTLET 111777 ------ I FOR DW ------------- 3 ... .... -- 3 S.D, li------------ S.D. ❑ i U.C. OUTLET' -7 -/- C.M I , GFI M i a L_❑ db OPT. I -, --- (GFI 1 �_ -�- RE_F.,_ BEDROOM 2 '' S.D. -, I FI 1 t / 1 __ - PA CAFE GFI F- _ ------ : GF - 1 BEDROOM 4 BEDROOM 3 / A'TH� �� D.W. I o I f �% ' � - - -� ( - -- GFI ! I -i - i SINKW/DISP' SCH L____ .__ j OUGH-IN FOR �/ /� ' i !_ ROUGH -IN FOR I f " ` OPT. CLG. FAN/ { j I OPT. CLG. FAN/ I -- LIGHT PRE -WIRE RCk1SP.S�L LIGHT PRE -WIRED y 1 l O ` ,G `� /PENDANT AS \ PER SPECS --� — -_ ROUGH -IN FOR / / OPT. CLG. FAN/ I UACPADLnLIGHT PRE -WIRE DEDICATED RECEPTACLE H•B• FOR MICROWAVE RANGE HOOD PER SPECS ELECTRICAL PLAN - ELEV-Al SCALE: %4'=1'-0" c + r »c ' 9 w cy e's cli IR N 'fl-- cu C C= 45 E! a M N O N N_ 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural Engineering portions of the drawing pages bearing Engineer's signature and seal. N W E o m � s� M 0 CR w 0 C N W to _�`o t>7 r` r; J9 Q LLLL U-3 LL 0 C, Z J c °� a ca a ' � c 0 NNE � , � � m 0cc ILLLW Z �— to M Z ~ �p V N OU O Z RIMM W 0❑ v M N O - o 0 � o - N M Gw CrJ o X Nu- CfS LLL 0 U o c =� U 0 o' w <_,.+ u N 0 W No M J Zq H z a Aa E 0 Q I= 08 1 z ® ❑a 0 00 C? E o ¢¢ p, X¢ Z' ¢o ao WW ¢� C: OV m� o� Zr 3 ¢ s o� Z go � oLL az My w¢ ol¢ aO o 0 O _ >� LOLO rn 0 0- co N M .J CT CT CO .. +-� m m Lid T--- W `_� O - N V 1 O N N cr) E c M m E E N U) c °? it U � Q JOB NO: 23-00519 SCALE : AS NOTED SHEET NO. 4 ROOF PLAN — ELEV—Al_ SCALE: ,.-„o. ) aw CD dLA- •ti�N �. u CD :CC � L r `yy9A ` 5wy C�1 Ah 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. MW M W �E a g M8 N O V y W N N W U1 r V V) W to N r- r- ° L N C') V # L� r= -r W W FQn V J LL- W 4 0 0 Z crn o- i 2Q �S 0 O Pz O W rn co Z N,' Z cQ J IL IL N OU v z W M N 0 O � N O (T) d CL N M U) N � a (i - V ro _ 0`^ L g L I Of N S U) r- � w 1.-- m s U u Mild N OCn CG w M J O Q LJ.. f1 O U O� = ZQ oa F� (6 Q n� o¢ GO o< Cn r6 Qzz o az K W to M C 7 C �5 o� o� z M O Q' Q W z z O L Q O A O mW _ �z =3 o aF Yo a N — LO G :3 CO Cr) 0 vJ Q� 0 - c) N r i-L N T N 0 Lr) TT r w u/�] M j L o Z f6 z I PN E N a� �o a E ui U J Q Q c J JOB NO: 23-00519 SCALE : AS NOTED SHEET NO. 5 5 M (2) #5 REBAR VERTICALS w/ in i� FILLED CELL TYP @ 1 ST U.N.O. / A 1'-6" t. 5'- 11 TYP @ 1 STORY U.N.O. i:) o 55'- ;- iQ VERIF METER LOCK ION WITH BUILDER 15'-0" T-1 t H.B. 8'-6" ---------�- --- = t¢\----!¢• 1�---------�: —'c-�o VERIFY LOCATION +---7in , O�12'-1" /ELECTRICAL PANELVERTICALS w 4�_0.� �W.H.� BUILDER TO PROVIDE FILLED CELL APPLIANCE 2'-6" WHEN REQUIRED PET ON I ' FBC I 35;-4" 20'-6" I IN S3 2'-74" 4'-9" 4'-10" I ... :: EDGE OF SLAB 2" ■ ( — CJ :. GJ' I : BEYOND WALL —Ci I 5'-3" 1'-10" 3' I I I 1 94.81' I OPT. W I I )PT. D( 94.98' —G I r 1 I L_�J II 1• I 2'-6"x2'-6"SLOPE X1'-0" FTG L - - - - L, - -- W/ (3) #5 E.W. 53 _ _ _ _ _ - = 3'-5" TV I � I (2) #5 REBAR 2'-6" x 2-6" x 1'-0" N I : AHU I I CC VERTICALS w/ in I W/ (3) #5'S E.W.. FILLED CELL K I •• / ( S3 S3 / CJ CJ --I 80 ...... ..... ....... ■ T m 2'-6"x2'-6"X1'-0" FTG _ W/ (3) #5 E.W. I '� 3-1/2" MIN 3000 PSI CONC.Cl) �/ , 94.94' L INDICATES FILLED CELL w/ 3000 PSI I SLAB FOR HERNANDO / / PROVIDE %2' x 9 %Z' L `� SLOPE I S3 (2) #5 REBAR CONC. GROUT FROM FT. TO BEAM COUNTY ONLY / i / RECESS FOR FRT. DOOR tt VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB 3-1/2" MIN 2500 PSk�NC FILLED CELL I TYP @ ALL PLACES SHOWN SLAB OVER 6 Wl ,VISQUEEN C��9517' TOP LO COIN. PAVER TO BE 4'-0" 4' 4" 4'-6" HOOKED FTG. DOWELS 5" EMBED I VAPOR BA13R1 2 I ::::::; : 4"BELOW FIN. FLR: • .... • ...... 0m, _ :■ ■ W/ 25" EXT. ABOVE SLAB "GRADE 40 1 ' " ' ■ STEEL" // 1__ ------ ---- 4'-0" 16'-10" 12'-10 STEPS AS 'v REQUIRED / KITCHEN ISLAND III o-4 PER FIELD I / / LOW WALLS III OPT. CONDITIONS ■ - _ _ C / /r_ ----- - - - ---� - CJII REF. I:� _--I-�J- - - -ici.; - - CJ-I - - - _ I ■ JT PROVIDE 1 Y2" RECESS - - - - - -� - - - - - ---J I 1 ior / i / IF - - r = _ _.� I CHASE TO ISL��1D : ; II o TYP @ 1 L FOR SGD. REFER TO ; / I I ill �r III I ; I I STORY U.N.O. S3 I MASON'S SLOPE FOR I D.W. I III 0 II r) III I I ; � \ } I N i� oo I WIDTH LL--_-ALL=JI--JJ-- I I r IIIj oo A %n �n M / i / I � SINK / DISP • • ; ; i I '� 94.94' I S3 16' 0° 2'-94" 6'-10" I ; CIL' k1fit _ HVAC CHASE BASED ON 1���1`,q I ih o AC PAD -0„ / LOCATION' I / r / 7_` H.B+ I I I U.N.O. 1 STORY A T-0" 5. 5'-4" L 1' ion 5'-0" 5'-1 T-10" I. -0" )11 IN 3-10" �, 2'-1064' L 5'-11�" 5'-0" 5'-4" FOUNDATION PLAN - ELEV-Al 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 UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN, FOUNDATION PLAN w� w CONTROL JOINT DETAIL SCALE: 3/4" = V0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. *"Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" ENGINEERED CLADD CLADDING WIND PRESSURES AND OSUUCTIIONIS FOR MEAN ROOFOHEIGGHT S 5 ftND RSH ALLOWABLE VIND SPEED (ULTIMATE) 145.0 MPH VIND SPEED (ALLOWABLE) 112.3 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION I [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -41.00 -56.60 -56.60 -56.60 GABLE -43.60 -43.60 -69.50 -69.50 -69.50 1 -81.10 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: %6" EXP. 1 CYr,) or 15/2' EXP. 1 C3/16) TILE: 1%2' EXP. 16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %$" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 104 (2%" x 0.131"} NAILS OR ASTM F1667 RSRS-04 (3" x .120*) NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS WI BLOCKING PER NAILING SCHEDULE. -rein irn 3 4 rn v c .n Q N 0 J rn 0 0 LL' LC) L v anv .a Q N LO Q� O 1 N LO r27 rn rn C Q N N a E E 0 N LZ E2 -a c51 Ravi 0 a 0 U J N LZ C 0 _N 0 0 N N N a 0 a 0 a=oft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 116D 9 -1 Od x 1 1/2% 8-1 Od 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) 314" x 6" WEDGE -BOLTS ---- -- J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d A-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 1Od P HUS26 1320/3235 ** 1335/2820 "* 20 -16d x 3 1/2" HUS26 2035/3400 - - (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 17' EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1Old x 1 1/2" SP1 1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 1 680 570 1 (20)10d x 1.112" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS +) (B) 1-8-8 CLEAR GAP BETWEEN (6) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED, FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAIL; Fq (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) I OR 2 PLY CARRIER 0 SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4"=V-0" a ; � w m ce— >_ ca � m � ,u f oil c 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. W Q v E cO co 8 �♦ y ® 1V p W Mm ��. W ] Lo N (D Q NO q} j JUJ u- SZ LL W a Z0 C o ���rn a IL N Cl)Z n ­1Z OU 6MILW M w o0 M r N M e a o � N Z r- ;:13N MV)= M o Q) o " 4—j U, w m V O U") r.0 o C w o9•,. C3 o J [� CD m N O o m M J o w Z Q � LPL 6? E tJ zo g � ° ' }M Z S Z od 1� ' , ? O O E C 0 < z p � ¢ 4 WO °dp W z Y� C "6 ZZ Y m0 o ' Z , �] J ¢ ° a w �z s N o� a ao <o �W =� yz o w� m ao O ,oCD Z MM LLB L�/� L J rn m Q 0 LO co N :3 O co J C O' Y �^^ � •, • i U) Q O U) N 0-) I LL N T 04 04 U) Q � T T� E LO M z M z S N w Ira E U J Q Q J JOB NO: 23-00519 SCALE : AS NOTED SHEET NO. 7 'I' 11111111 l III I'I r 111'NET 11 111 � I GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 174" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8, Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� O Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS I 0 0 8F44 1 B/1 T 81=40 1 B/1 T 8RF40 OB/1T 8F32 1 B/1T FORM & GROUT SOLID (V cQ[ O c� W O #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. Iml E �re TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16- B/1 T U Q 00 tNOMINAL. tQUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS 77Tc_p_re_c`a­sF = 3500 psi. 2. f c prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg - 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 EBAR .(1)RE MIN. AT TOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL - n a O e #5 REBAR AT TOP 2 c ° .M.U. e' a MIN. (1) REUD 1-1/2" CLEAR a z a O d A ° a M z GROUT n rn ¢ 5 REBAR AT BOTTOM OF = W I j 2 z O LINTEL CAVITY a F V 0 U) w Q OTTOM Ww O x d O Z _ REINFORCING Q ¢ 3 I Z w - 7-5/8"ACTUAL PROVIDED IN Z w ,ra 8" NOMINAL WIDTH LINTEL a =' C3 3 #5 REBAR AT BOTTO (VARIES) U) m ¢ 00 AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 4'-6" LL 4'-6" LL O 6-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=1'-0" +lam 00 �® c cc d-a' CL T W' o -15 c� C c go t� C, m .: Ica ' V) C.4 t CL c d 4�XXV11k@ Zoe w r�» p ? CEcli O Q e +, `riL a� •.�a s�• To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential An 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 It E a) L0 Q °000 In - t, n dii !n N C) Q C U. J W M0u a Z cc Ne7 _ O S TM y O r6N(O Z ,°n0 N Z Q J ILW��°'°' Co C Z N W ❑ ❑ N th 0 Z � o Q � C� m r„O o a-J cn m O - � Cr w �N ('6 F- - E map 11J � m I UI,. t = s = N O _1- Cl) J ti w Z Cl) O G E w Z. �o }Ms a a o E V wLL Z® oa � E c3 Z co fa <¢ Q0 g wz -Z :, = L (o CO C V �5a W, u pr Zm C cu UZ m <0 Q W �Z go W (n T m oa LL <2 a N W 1k �E =3 o w< o v zI< 0; : E2 U) LOca m <0 L0 :3 CO M C)U r" Y �) ° N m m N r U) < co O - N C:)V cO/ T L- N TT ' O LIDT �. < E�' z ccU z E N _ m a E o a m U Q p =i a JOB NO: 23-00519 SCALE : AS NOTED SHEET NO. 8 rn 3 -o x LO LID 0 0 N 0 -o CD 0 O J rn 0 0 I N x <t- rn Ln LD I° O N 0 N 0 J 0 0 I N Ln ID c Q N N v a 0 1.8 0 S 0 J tz E i a 0 a� t� N N N 0 0 0 a N N N a m �i G C/) 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 ( ) S 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 R3084 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 If AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES, 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6, GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING, 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 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: 10PSF 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. & DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4. 1, 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1, 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD, 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1, 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2„ ya MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO, ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2 2. CONCRETE SHALL CONSIST OF V MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4,3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2 STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: FV = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTMA500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray he ds shall not be installed within V-0" of the building side wall. p y a b g e 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill Is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1,3 - Boxed areas in concrete floors for subsequent installation of traps, be metal forms. Permanent forms must be etc., shall made with permanent or plastic of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete over u and mortar along the foundation perimeter must be removed be ore extenorpsool�treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11, FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed control company before a certificate of occupancy will be issued. pest "The The certificate of compliance shall state: building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" %4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. C-J cm r c ccca .� LL- V) eu o cw � cv CD C K x m is ej -COL) C Q� r_ E � a n. u N O A � ` 0" .w e "� ' fig+. `• �' •a d� L 0�� R� �. "6� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �E 0 g 8 i, N 0 C co r 0 ��f,� �� 0 �N0 - * LL Ni ej M V J Q C J LL LI J LL LL a. c Z m L _ 0 - o a CLLN o e- N_ W V5 C? m Z cj N Z 0 MIM N , OU o Z W 11 El MqWN N Lh _ O o Z � N Z o v J N M V) Z aC1 `o Q) 0 LL --J N O Lu g in (� r- W J s f o w M o, Lc E z o o° oa E a p E U z ww, z© H 03 r0 gg uo U o E o �F z o� xz <z ra C: QO mo oK m NJ ¢m° QW I z 8 o¢ g8 W O° o �_ w¢ _ y0 v zla a 3 o N O LO L^OCL _ Q C7 , i LO � M CCN Cr O im m LO <CI p N C) d' cV LO r- E M Lid o Z Z ti E CV M a v � ¢ o 3 JOB NO: 23-00519 SCALE : AS NOTED SHEET NO. SN 3 r' LO u7 LO cn .a Mo 0 J 0 0 I N i LO Cnn 0 Q N 0 LO J g I N i LO 21 19 7 -:a_- H Q N N N E 0 v i N r7 0 0 y U N O O U N N N 45 v 0 a a N N 0 Q m v to THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING v `.'.". j1..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..t �:::f.:::::::: a::�::,:::::::::: 16GAx1-1\2" LONG (3/4"-1" CROWN) l::': :.::':'::::::. `:'::j: STAPLES 6" O.C. VERT BETWEEN MAX........I:.�...'...'.L.....'' 16GAx1-1/2" LONG (3/4„_1" STUDS (NOTED THUS:-) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G 0 0 0 5'-0" a STUB -OUT FOR 11-011 0 0 0 GAS METER 0 _ U O F &4 = • 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. 13141 (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR 4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'4' (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x _ P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 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 2x _ lumber Double 2 x _lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap + / N2 FILL CELL STD. 90° HOOK BOND BEAM w 7 7 STD. 90° CONT. #5 CONT. #5 HOOK ICI I� BAR BAR SIMPSC w/(22)' NAILS 1 5/81 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" m } Small gap 2" min. ax. � 4 max. Q Clinch nails when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING a" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than 15nnlh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16" code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load, nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" /10d1 nails at 6" n.c. Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges Mm t A 1" ROUND HOLE MAY 6" 16" -DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 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 Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate 0 BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-718" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE 1.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN. EMBEDMENT S AND QUANTITY CHEDULE FOR W FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— S1,-,r 1'-1". 1" 2.r 1" 2,. 1-3" 1-3" 1"-T' 1'-11" 2-4" "' 3' 3 7'" r 16 foist 12 1'-0" V-1" 1' 2" 12" V-?C' T ' 2'-4' 2'-11 " 3'-7"' 4' 2" 4'-9' 6-4 - - P" 16 1,-,r 1 1„ i _21 1 _2," 1' 7" -S 3'- ' 3-101, 4-91 6' 7'r 6'-4" 7 21 _ .._. __` 20 I -a' 1'-1" 1' Z' 1 2" 2-9" 3`-a' 4-0" 4'-10 " 6-11" 6' 11" 7'-11" S'-11" 24 i'�'r 1'-1r, 1'2'° 1'-3" 2'-6' 3'-7'" 4'-3" 6-16" T-2 9 ` �`- 10'-T NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Yz' 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. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL r9 w ;it - <�00 I FINISH GRADE Backer block (12" wide min.) Nail with 10-10d nails. -111 Install tight to top flange. SLEEVE THRU STEM ° . °; SEE PLAN FOR-,'-'°• a . • .; . • ° FOUNDATION INFO 4' '. STEM FOUNDATION GRADE y Filler block. REINF. SEE PLAN \ Nail with 10-10d nails. d Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. I=1I I III IEE II III, I I I�il I Ii 4 Q III —I 1/4"-2" gap :A1 ��z - -1 Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth (. [-JOISTS BUCKETS N.T.S. WA= �A/C CHASE 4" PVC (2) #5 REBAR 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 1 112" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE Q �---- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION �PLUMPVC OR SCH40 SLEEVE BING r- LINE d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d 7 4 FIr- 4 4Q1 4 44 G Q 11 111=111=1 I = I 1=I I I: -IA d a SEE FND. PLN. SIZE & REINF. _ > d C QC= Mir _ C m CV SL C R CZ� N. T3 .0 C= cz ae L a W y E w v FCU CD 2 K3 f��.���� �����gq"�$.iiii:fl�i<�f a� ,�� G � n e'. JJi e L To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, 0 W g0 E (0 0 °' co to � M Q N M u W _ _, W cou- u- 0 = W f6 i ca N O O ca o tLL W �2°'°' m 1) N Z ¢ H LLL Z N O U W rU El 0 z � M o z CD Q v a J 7 N N z0(7 (D 5 4-J (6 w p a V O V) �� W o v t 8 Q N �� o z w M C"M z Q F Z a U_ Z0 gp Tg QN a. O E � U aLL � z6 h- N �o oa 00 0 CO @ a� z � � W Z _2?h S o �W m� zM� m J -S ° ¢}z w zZ N o< ao W C, m LL N o mi a z1% (D ' ^ L J '^ L J rn m LO CID O 0 m m Ln (n BCI p 04 0) co _ -0 u- N 10r- IS'i Q 1 T— a) E � ELo � M o Z z E CV y cc a U -D`a cc 'D cc 4) JOB NO : 23-00519 SCALE : AS NOTED SHEET NO. SN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP, TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (13302.11) 16d TOFNAII S T & :\ �4 FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z .PRE ENGINEERED WOOD APPLICABLE. d TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c -HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT, ON T' 6 x 6 W1.4 x W1.4 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER -SHINGLE ROOF, SHINGLES TO A ° BE IN ACCORDANCE w/ ASTM �I�I D7158-CLASS G or H, or ASTM I' I �'I I CI I I — o D • I I=I 1111� i=1 ' D3161-CLASS F, IN 'rI I f I III—� ° . _. I ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING -III II I I —I 11=I I I l i—I I I I=I 1(- CODE 7TH EDITION (2020) 8-1IILII II I III I_ I I' i1 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE R CTU 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" ST U RAL 2x S.P.F. STUDS @ 16" O.C. SOFFIT SHEET SS 2x STUD 8"x8"X16" KNOCK -OUT LOAD BEARING OR BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FILLED SOLID W/GROUT 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N -8" C.M.U. TYPICAL G/S3 FOR ANCHOR BOLT INFO. 5/1 "J" BOLTS BOLT TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR ARCHITECTURAL (6) 1/4"x3 1/4" TAPCONS FINISH *SIMPSON SP1 SPACED EVENLY 1x2 PT WD FURRING @ 24" O.C,--/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB c) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE •d• L � _ ^ ° °' I Z °° Cl)-T— 6 MIL VAPOR BARRIER C �• 4 — +� D N COMP. SOIL. �I (COMPACTED TO 95% I II I F= MODIFIED PROCTOR I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) HOOK (SEE U.N.O. 411 1'-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS z M •A.•, 11 - a. 4 00 • d... 4. 1 1 1-1 r SEE A/S3 OR J/S6—'`I4I I I L— I I I, r FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STOR)') / V-8" (1 STORY w/ DEPRESSED SLAB OPT,) 1' 8" (2 STOR)') GARAGE DOOR SLAB RECESS J.1 SEE TYP, WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. w/ (10)10d NAILS TYP ,- 2x P.T. PLATE ASSUMED FINISHED ' GRADE MONO OR STEMWALL - FOOTING MONO SHOWN 00 FOR CLARITY - NOTE: r .. N *FOR BEARING WALL -- - W/ UPLIFT ONLY -I = - - - -- I i I i it FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE00 _ — — -0) #5 REBAR w/ OPT. I1=SCREEN ENCLOSURE MIN. ICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" Ill S3 BLOCK WALL BEYOND EXPANSION JOINT 1311 O.H.D. RECESS T co ' —III ,I_r I1E� °'—� I I IT SEE A/S3 OR J/S6I L Il 'i, 1111141 11I .1, I I,11 FOR REINF. INFO. 3" MIN. CLEARANCE T-4" (1 STORY) T-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0.1 0 CONT. BEAD SEALANT — e ¢ INTERIOR 4 All e . e.. 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 00 I— M 6 MIL VAPOR s_=_ — — L► BARRIER T- 1•=1 I —I I— I =1 I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/11/2" HIGH STRENGTH (U.N.O.) (OR V GYP. TYPE Ill @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ _ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C,) 211- ELEV.-0'-31/2" z 31/2" MIN. �� O (2) #5 CONT. --/ U.N.O. TYPICAL BEARING WALL "SHEAR WALL" TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH ' BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE Ill @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. ABOVE) S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) — (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS 31/2" MIN. MIN. D SH EARWA SCALE: 3/4"=V-0" 1/2"(min.)- 4" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) --INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW14 ' WWF OR FIBERMESH 0R0 — Il`31/2"(m n.) 4" - =TFIV ]1 U.N.O. MIN. TYPICAL BEARING WALL'--" STEP SCALE: 3/4"=1'-0" 1/2"(min.2 CC S3 O SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C M\N�0M& INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: SEE SECTION C/S3 FOR 10'-0" (R302.11) INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 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 FIOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 10d NAILS 5/8"DIA, EXPANSION BOLT @24 " SIMPSON SP1 w/ (10) 10d NAILS @ EA, STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR BOLTS 6" o END OF 2'M PLA AX FROM WWF OR FIBERMESH �,, . �* PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR - ° ° ° GRADE 40 MIN. F - 40ksi _3 z #3 & #4 LAP SPLICE Y— A . r ° 'D - GRADE 60 MIN. F - 60ksi MIT, o FINISH GRADE 60 2 25" MIN. LAP [30" MIN. LAP] [ Y- 1 a —I J I'r r _ I=11� I I I I I I I—fff 6 MIL VAPOR BARRIER — I I> o • . , ° I ��MINI — I �_ Lu Uj OD R 1 7/8" 2=z T #5 REINFORCING BAR #5 LAP SPLICE 2 #5 CO— 11T—ITT I ° 36" MIN. LAP [36" MIN. LAP] ON 3" CH COMP. SOIL. (COMPACTED TO —I g 1.4"g" 95% MODIFIED PROCTOR ASTM �--��� t �' I I='� —III 10" (TYP') D1557) "' — I I 4" 1'-4"1 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION, SCALE: 3/4"=T-011 S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VA IES SEE PLAN 1 1/2" RECESS FOR 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 M a TOP OF BEAM Nv-- E= HTS20 SEE ROOF PLAN FOR STRUCTURAL � l` _ _ —° TT�TISITI• TG I I I1•, � d °'-` Q ° IF (2) , ,�TI 41 BEAM SIZE & CONNECTION INFO i Ti.. I ,' a d 7 I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 T +r'-�rr�7�' 811 z ATTACHED PER NAILING FOR REINF. INFO. LU ¢ SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE Ei W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM, PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS 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 - -9,d INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `=' ' ,1 ON FLOOR PLAN w SIZE VARIES PER PLAN M 00 z GRADE CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS _E > FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 �, w SIZE AND REINFORCEMENT) LU G7 • - .: WWF OR FIBERMESH Cl) � Iz w Q v BRICK PAVERS or SLAB PER p A ") v - • • • �_ - z COMMUNITY SPECS 11 (1) "' 2 ¢ •• BEYOND PAD REINFORCEMENd. • . &A SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONIC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING �C�D12 PATIO COLUMN FTG. DETAIL il""" �N CNJ tr Call 0. N � N 8 ® L W x dam.,=(3) � � U 4f c, � C= t2-g E n Warr gxxk ;� ��,,� ,: ,fit , '•. oCK . "». e �0 a F L Of I i� w� yqy w• w�t0 V� � www w. wewT ee 1A . 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 Enginee s signature and seal. mmIll W Mv E a o 8 CV p cc N ti .5�°� �mv� =10 M 1 u. V LL LL Q �Qh Z N W 110 m w W Lo 04 Z a0 us Z z a co O U U zN W z N M o� z w� z � � J N m V) z = � O 0 Li 4 N LU � m V O w 8 Ln C N f— f/=? U � w� r- E t 8CD i1y U D ! Y Q o � W w CID M 4 J LL. C Q C 5 f Zo o E U w� z oa F- 10 E3 E go R< a F UO D U O IO wz g Wz W� 9 ra C1 ao 0 m� 0 O� a m...I Wm �� >z ¢ w �Z Ron VJ m aLL az 'S .z w �3 � << wo =�4 0 3 2O CC LOrn y--�LOCo Q 0 Fes- Ln co :3 00 M 6- � T_ a) NO m u N �t - N l0 co 6 c N / LO \ r E T c coz C0 z 3 N E d E U q p °i JOB NO : 23—OQ519 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.)—� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD WI DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM 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 W/z TO BLOCKING (2) 2x HEADER PER PLAN VARIE5 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +++ + +! STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL CL TO DRAIN EXTERIOR WALL CLEAN -OUT rA WALL SCALE: N.T.S. SLI 7 5/8" 8" 7 5/8" 8" 7 5/81, 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER, WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 d a °a 11 d d c e 4 - d 8" STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: (DRILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 41" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL O 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 SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d SCALE: N.T.S. d d d O 8 G d 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. SFF �O�L N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" --� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING CL VERTICAL JAM 5/8"DIA, x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NnT TRANSFER I OAD 2x6P. J-BOLT TRACK BRACKET VVVr\ 11\ll4l\ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" 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. O,o U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SLI. aE SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 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 / �I NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 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 . ' 48, SPLICE STAGGERED �10d @ 8" 0/C ATTACH ALL f EXTERIOR STUDS W/ IA16d TOENAILS TOY6P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U � z- 2x TOP PLATE �' \:2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING SIMPSON SP1 SIMPSON SP4 "-10d NAILS @ 6" STAGGERED co J-BOLTS @ 24" O.C. MAX 2X P.T. PLATE 2X8 P.T. BOTTOM P I TE� A D 5/8"x10" "J" BOLT @ 24" O.C. MAX. B SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/Sl AND BB/S1 FOR ADDITIONAL DETAILS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON _ SIMPSON SP4 / SP4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) 3 (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. i&NUT 'OXIED A.T.R. i&NUT DXIED A.T.R. i & NUT ROOF TRUSS ABOVE 2X BLOCKING 0 C -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A -PLYWOOD FASTENED TO TRUSS WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" OIC EDGES c E SHEATHING & 8" O/C FIELD S4 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-5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 41 2X8 P.T. BOTTOM PLATE UD 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. �a ®`� L !!� 72 � g � � N (O C= i N N 42 9 �11:= :5 WA o milt fill �•������e' SRO F L:o k°k+r.QSSi10��` r\ ���r�d cif t€SetQ\14��t To the best of the Engineers knowledge, informat on and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer s signature and seal. W d�E .4 o 8 N p 5 N D a n n 0 Co C4 r W � N � J Q 04 M # ti C LLa J � J ti u- O 9 L O W <°n24jO' m 0 Z co NZ d co Z N OU o W of M r z � �•, Co z N QQ J _ 7 N M N z � U 0 4--J u� C6 I.IJ V � 0 WG) o c �Ln co W J U az� r— — E 1 0 Q N 0 o z w C C"y� M O Z U_ w° a� E o Z® rti 12),¢ E io o ao �o co az wo lxZ wz �I ro Qo 4 6z m� 0 o Z —' < W ' z C/;f o< ° z go d W A � O LL Q O z y ti H w =0 y0 O� M V waY 2 " ,_- O y LO ui Q F— LO :3M _ U M ^ L r Cn QI O N b co 6 LLLO N LO T E c M z Z E CN E a U Q 0 � JOB NO : 23-00519 SCALE : AS NOTED SHEET NO. S4 I 1 II' �I "I IRIII .� �"f•� 'I� LO v Q N 0 J 0 0 i N :Z; LO LO LO J 0 0 N LO v 0 .a Y i C Cn N N E O 0 J N t� f2 v U .o :a U J N M 0 J; 0 0 O N a N Q m v SIMPSON HGAM11 w/ (4)1 /4"A 1/2" SDS SCREWS TO BLOCKING & (I 1/4 x2 3/4 TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAILS (2)16d NAILS-� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS --� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9 BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX. 9" SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL \ IF >9" SEE 101S5 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILV 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT A2x4KI�KER EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROMBOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE)RIDGE FASTENED AT H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ 3 1Qd &SIMPSON ()FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (d TOE NAILS @ EA. .• BLOCKING • 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7116" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS OST B SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1 Old NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od / 2x4 CROSS BRACE APPROX. 8" & (2)1 Od TOE NAILS @ / FROM RIDGE FASTENED AT EA. END X "L" BRACE TO EXTEND EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN / • AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR �� LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) �� GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF : NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD O.C. FIELD BOTTOM ATTACHED (2) 16d NAILS W/ (2)16d TOENAILS \ 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING FASTEN WITH SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10d 3" 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM @ OF ST LAMINATIO O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION_ 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4' SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Srj TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r r X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 14 1/ (2) 16d NAILS -WOODTRUSSES `� 60 00 2"x4" CROSS BRACE APPROX. $" FROM -2x4 RAT RUN BRACING . RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d 10d TOE & (@ TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END N AI EA AT EA. TRUSS JOINT 2 2" x 4" LAMINATIONS W/ 1 ROW () () (3) 2" x 4" LAMINATIONS W/ 1 ROW " () (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE LS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & f. LNAI 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 THE SPACE AS SHOWN FOR 3 PLY) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED�j W/ 1Od 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 -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL x @ SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 rWOOD TRUSSES "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. SIMPSON HGAM1OKTA w/ (4) E ES AND 12' O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"x2 3/4" PLAN FOR TITEN TO CMU XCSEE CONNECTION N ( 2x4 "T" ON TOP OF PANEL I [L EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BOLO CKIINN G, FFA/CTEN WITH L` 2 12LOCKNG W/ AILS NON —LOAD BEARING LOCATIONCOMMON rD NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) ) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" =1'-01, S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ — , ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: SCALE: N.T.S. SCJ IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT t- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN . SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2) 10d x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON —DROP GABLE END DETAIL ri 0 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 -CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES �-MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. NON —LOAD BEARING LOCATIO (UNEVEN CLG.)(07 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) L---CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 C7 a 9c�r CORNER JACK Y ° W Z 0 v HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. IMMoM!! I � s w \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER .BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH 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. i--� REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN ( L AS PER BCSI SCALE: N.T.S. e C SCISSOR TRUSS SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'"0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION m C e d a > W 0- <00 ��� Q n �; �v ca CN s m N QCA W-Cc Cn >o�� > 0- "IV C14 1. �O. '•• 4" �. ob To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a vE O /y 0 m N N �� N � to �aD N r` r;- :R m s 0 .4Mu-U-CL N ro v � LL LL W Z uj -ern a s m `fo W c' M Z ILu') . MZ¢J N O0 Z W 0 co ❑❑ CD M � z M O O z z Nn N M z Cz �U) Q) o LL � � w � U Q g cn �N N �_ d lL ,— — 8 v zIr/ oCO • c N ti W C.0 M M J N p Z 4 �8 Woz® z Oa t— rO o E g O O o� U O " o� wz °Z L CDz c Q W m0 ° m Nm FZZ aW Og Zp ¢U 0 �O Z. wF O y0 c� 5 a� v 3 N O LO ' ^ rn T �\ L LO :30 M O t— 0 U o + CN M m L /� L1 r QI � p U) n N o _co LLLO N LO Lid T m z Z :3LO E CV in d E 0 J '0 Q J JOB NO: 23-00519 SCALE : AS NOTED SHEET NO. S5 v 4 d- rn LO `v cnn 0 a N O rn 0 i LO ID Cr LO .o 0 O Lao I N Q N N a 0 9 0 i ti an U 0 v .o i d.: 0 U N N N 0 N N N 0 Q v 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4—(-1/2" DRYWALL DOOR JAMB (REFER P T. TO PRODUCT TO PRODUCT J— TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X4 1x4 P.T. 3/16"� X 3" LONG FURRING 3-1/4" LONG X 3/16"� '� FURRING 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 1-1/2" 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 1/2" DRYWALL EACH END W/ MIN. TO PRODUCT APPROVAL FOR CONN. 1x4 DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" TO PRODUCT APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" ❑ x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH FURRINI TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END wl 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 �cc 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 NARCH 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. r==�2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL K�j� SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX Ir IISOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK -� 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. �-1/4" MAX EMBEDMENT INTO ) 2'-0" 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) INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS 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. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA, SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL T MAX. RAD. C PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REB, (TYP,) STD, 90' HOOK (1 IL +5A NOTCH WEB AT FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KTw/(4)1/4 x1 1/2 SDS SCREWS & (5)1/4" x 21/4" TITEN (►F 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%2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. _ F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY-/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" Q.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31./2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4"-1 0 SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL i W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER ILI 614" -ff 1 = YEl I I=' P o I1= 11i-lr TII—II- , 111 = I[- - ° ' TI I=I_TI II GRADE °. p Q t, 1111-�111 C14 ° P CO F z (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" =1'-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ® DO NOT DO THIS ® 2"x BOT. PLATE W/ (2)10d @ 6" O.C. #5 REBAR (TYP) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2x BOTTOM PLATE W/ 8d @ 4" �R AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C, FIELD O.C., 2 ROWS STAGGERED STD. ® 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d YP.) ACE NAILS 1 d @ TRUSS VERT. WEB — METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM1OKTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS +2 NO @FIRST COURSE INTO BAND JOIST & (4)1/4"x2 3/4" THE TITEN INTO K.O. BLOCK S ,._ FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE = - PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD �� DIA. @ 24" O.C. L CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.G. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SFO SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS VVITH 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.* 2k + �E�OTy + \\ + 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 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS ` + REQUIRED TO + SUPPORT SOFFIT SEE ELEVATION ' Jam" FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION ("*M SCALE: 3/4" = V-0" SS CMG cuGGT r1') AAlll SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8n DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT P 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: Z O LL O W U fn RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT a: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. " 4. � A OVERHAN d . a. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-0" 5'-0" INISH FLO . • ... ' • • ' to.. #5 BAR p 10' • • . .• CENTERED W/ IN TOP b • t. a: KNOCKOUT/ N -- ° CHAIR BLOCK • sk C• ' MONO FOOTING � �, I A. • SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL .► ° • DIRT z A. " STANDARD 990° HOOK N #5 BAR IN FILLED CELL .. sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT 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 E BE DED INTO M D EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL /A\ ­­1 ILI 4 SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. c� c d LW > W s� e6s c� CL Q y Cu' d Cc �-=,z,4� co Q 3 d d��� p @11119f e p��, ,�,�,��,® O 01 0* iC 10 40 •iifi w © Fe10 S S N�� it�tlll@@1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. mm N W •I• E 0 a 8 ! 0 W a n Ni C/J NO qk LL M -M 7 • a =� LL w ccU LL a I^ Z —aY, a r L r- 0 113 a- 4�N� W o Z L mz ¢ r ILW co Z' 0 . w Zcv O U < 0 W 00 CD M � N — o z z N M Ln z 0 G} o - +-, `� U O—� c 0�N W r— E oilW J z U 'o y r_ oCID w M Za Z wo cos o � U w z Za Da m o E 20 �< 0o S< o �B WzW Xa t O LLI C �o i m� o � Z m J wS `~� ¢w Z= O� °§ ao a Qo EW '_ MjM o <' < '0 a� z�< °O LO rn Q � N Ln 07 C)M O Y W o N tY] m LO ate-+ aI p N 0TT O LL N N VI Ln QLO r to T M o Ca = I� f// z z E nj ca _ E: E a U J Q o 1 J JOB NO : 23-00519 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.)r1 SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONY. FRAMED RIDGE ED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAYBE NAIL w/ MIN. (4) IL 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. 4CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX &EACH END ALTERNATE , A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----L-WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE .: - 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -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 SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES ROOF SHEATHING ATTACHED PER 2x4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS FSPFTEOP INFORMATION. BOTTOM CHORD VARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ If 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OL SEE PLAN FOR PLATE BELOW TOP OF WALLto MIN. 2x4 #2 SYP P.T. PLATE 4W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY r8 SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E 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 w/ (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 2 MASONRY WALL 4 SCALE: NTS L. 3IMPSON HUC410 w/ (14) SEE PLAN FOR CANT. 6d INTO HEADER & (6) 0d INTO BEAM - SEE 1OOF PLAN FOR MORE VFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSS 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 INDICATED ON SC EDU E/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT (A 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) AA SEE PLAN FOR 0. O SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=V-0" lu. MIDDLE BM. SPLICE OVER CENTER OF POST EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL 6 SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 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 1/2" X 41/2" LAG SCREWS ATTACH LOCATION AND DIRECTION 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 2x STUDS @ 16" O.C. SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP OUTLOOKER 4" O.C. INFO. EXTERIOR SHEATHING INFO. 2x BLOCKING BETWEEN STUDS ATTACHED PER 2X4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES AT SASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL MORE INFO. TRUSS LOW ROOF/WALL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TO FLOOR GIRDER TYP TOP & BOTTOM BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS �• MASONRY WALL BELOW: SIMPSON '°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a°. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj� SCALE:NTS PLYWOOD FLOORING LOW ROOF TRUSS W/--"' Z- (2) 2x6 BLOCKING UNDER- FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION .BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS 0 p CC a O W = � _ag m ILI�,�� In Nf O f4 E_. 0:.� � .C3 _ E a i 111 NJl/� j ,\,``\`�,1q►I �R0It ®- • �,N �G 5 O� CMG 4t-4 S R0FFSS%0'1 ��•�IIJJJI it I lilt`�,���`` 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. H W -,or F 5co 8(00 , _ O rLN -. N t; � 0!n NO0 �2. * t� 0 �r�v z2SS � .4 C -r 5 k LLJ � LL 5 a — "0 d 2 11 0 .� ��6 1 Lam.E, o N U) Do Z NZ ¢ J ILW ,n N V= OU W ❑❑ to M co CO z N co O z W QryO prp Q r_ VI V) zCz w V O,,, $ N N �N U) ww v t W � - E AU), o N Ol J� W M M z p Z G E zo >M z o Z® CL o E U w� z oa F— r0 g o a�°Z 00 z �� �% �— 0 L cn C O G . z< W mO z U F W 2 W can A a m ti m a= �3 J J Q¢ �o v qI E 3 0 y0 = > CSC Lid LO m m 2 ,•-� Q c� LO CM Ise, Cr 0 CD U) m � N m ULO Q� p 1 N 0) CD LO LO r Q t r r r '^ M u , o z m Z iri EN E c� Q o JOB NO: 23-00519 SCALE : AS NOTED SHEET NO. D 1 3 ,o rn LO 20 0 En a N 0 J rn i� 0 I N Q D7 to IRV v 0 Q 0 0 J 0 0 I N rO lC) Cr _ C i a N N a o. E 2 E v c c J y Li U E i 0 a 0 0 U -0 LZ N N N 0 0 N 0 N 0 0 m v N THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF `' ' MASONRY WINDOW BUCK c 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCKALL 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 'V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTK 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 PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as V in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SINGLE JOIST SELF -ADHERED FLASHING 'n WEATHER ✓E BARRIER & ZARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING NAILING FLANGE 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) of SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING DECK JOIST DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING Q 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SLOP" E ---- V-4" PER PLAN SHOWER SEAT SELF-ADHEF SELF -ADHERED FLASHING OUTSIDE CORNER Z a W d U) W U W w 0 WINDOW UNIT FLASHING REQUIREMENTS /- DOOR ROUGH OPENING -SLOPE 0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4°-1"BEAD of CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or suBFLooR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied 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 T inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the to of walls and terminated at penetrations and RIM JOIST p pp p 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 Q 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 a JI M EMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED 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 pp g g pp (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASEDHESIVEASSHOWN) SE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM of flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. ASOINSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/VVDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. :LF-ADHERED FLASHING ETCH IHERED FLASHING 1 2 4 5 PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A E 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 I1 3-1/2" INCH FLANGE 111 - THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) C DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB I' BOND BREAK WRB ILJ ,i-SF LATH �- II ER STOP A NUOUS BACKER ROD LANT YTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Piaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTM C1063 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 ASTM C1063 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 t*a coi e 00 r c w m x c L"- Cl- CM W O CU °'cry Q 3= w 0, 3 CJ C1I E N 0 N N 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 - Residentiel 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a d. E O 0 co V Ifi 0 0 C f0 ti NNE 0 � h V Q N M V 2525 LL C U, L uJ In 5 J IL V- SS a 0. ZLL W o W °' ZCO °' m M Z 4 Z N OU m C-D M uyy N O z Q v J - rz u, r N z cs o VN „U .) r-- to U 6 W J r- E 8 z� 4 _ U o N c u3 N 0 S Y • _0 N m oil r Mo M J m ¢ O Z Z G it U_ a. o E -Z �� w ° z Z < R od 1'. Ri _ 6 MO U oQ UO ,U oZ Z d '� ao �om� aZ OE 15 �� ¢w �z 3 w 0 zo �U a no �Z m off ra �O J �D � Uj zla ¢ 00 3 N O > (0 LO �-.LO Q LO CM O � T- Y m M CO Q1 p 1 M b -0 T N O Q NT r T ai Z' LO T CM o Z Z E N -- a 0 � ¢ o °i JOB NO : 23-00519 SCALE : AS NOTED SHEET NO. WP Mounting Brackets (10 G( +112"x aa-11)za,x2-12e See Anchor 5 Bolt 112"Clio. 2'SCSao 0 Iv. 1TYN o ie? 1 t�-5f�" • WaxiTers Self -Locking Nuts tT back Cross Support (May be cut to W)CiTP_ddttl8 y� Right Sfat ket (16Gauge) J +� #1�t S�If-tdfilling. $'crews A/C Unit Bottum Edge Htlrrlc rte a p � 4 +� (Ty'pi Is 3. in front) T Frolnt Cross Suppo t �� (Maur be cut to W) Left Bracket (16 Gauge) #14 lf-Drlling UrcwSThru Brdtket's $r Back Cr€t s Support into A/C Unit Bottom Side {`f31€sical: 3 each side for hurricane use) Sic ::sriu R1 Alawn eoetm tirxns etc iNlr nisei r. iI:h 6 t-lretsni- Air El.- =Bsk®d Srai L4yiag %xvAilsble utwM request fit Mill i} Florida Department of Business & Professional Regulation Pagel ai Building Codes and Standards 12MORD21 Product Approval Application Detail - a2_0 Enifty or Vale one Dale Felicities ofte Type, Varslori Manufacturer contact. Enianaer&Lloeiiso Validated Ev Validated ed FSCAnproval. Approved status. Affirmation 2020 Sm." Vent Produces Inc. Wheat Grob". Hermes F,Nor-ero.P,E.. Locke SwilanRE, 12M 2020 12tian= 121282o20, tlpprcmd Category: Structural Components (877) 441-Md PE-73778 (334)3W-1800` sUeCategpry: Products Introduced as a Result of ImoCamanventcom Now Technology. Compliance Med-k-Evaluation Report from a Florida Regustered Architect ara Lleensed Florida FTorc,ecmll Engineer Quality Assurance AnmovedforUse . Ancroved for Use Wpm pastor, Seo# protlud Modem Numherw Norma Product Disnriaff- CanMactEzairarian Date. in HVHZ .Outside NY11Z :RaWs1aN P®5�re i SmedVent Modal #1540.510 Dual Function Floodend Ventialt-Vent - 421312023 Y. Yee NIA a10011D0 2 SmaHVent Mod. #1540-511 Dual Function Flood and WrIN.H. Vent IM11/2023 Yea Yes NIA •10DFI00 3 emanVont Model#1.514.520 od Insulated FloVent 120ift023 Yes Yes NIA +10D4100 4 amen.,Mods#154P521 snsuated Flood Vent Izdl 23 Yes Yes NJA rioof i00 5 SmenVentModal#1540524 16&cind, Garage Door. Flood Win 12r312023 Yes. Yes N/A NJA 6 SmanVent Modal#1540670 Wood Wall lmadated:Flood bent 1213t2023 Yes Yes .NIA -1001-100 7 SmaWert Model#1540574 14.5&qud' Gerega Door Flood Vent 12812023 Yee Yes NIA NIA Florida Department of buslness & Professional Regulation Paaai oft Build ngCodes and Standards. W412021 .Product Approval Applieatlon Detail diode Entity or apt �loat. Date Pendho 094 Tyyayanlen Manafpg''urw Can(,= Fsnln.er&License yalidffiedB� al ietl y idled Summ� FRC Aporpval A nvroved to 5 ius ReviNan Zan Drexel Metals. W. Jason Shumate Zachary R. Pnest Locke Bowdon P.E. 08M02020 a"War202o 08/2(Y2GZ0 10/132020 Approved Category: pooling- (6DZr3""1511 PE74D21 (334)3OD-1800 SUbC.909 : Meta) R.IRng phurreta.Mdrexmd.com Compliance Method:: Evaluation Report from a Fiance Raalslaraa Archlad or a Lcensed Florid. Professional Enginear L}a"17878•R61Sm1ucM _. •. OuawAssurance Approved for Use Approved for Use Inpact D.611011 $ea9 Product Model. Nuarbr or Name Product Description Cor6aetEmlrarlon Date In HIM OuLGde HVHZ Resistant Pressure 1 Oraxei Mete= Roafng Systems OMC I UDNS, OMC:150S3, QMC 175S, OMC 240S, 1213IR025 Yes No NIA +0)-180 _ OMC 5V Florida Department of Business & Professional Regulation Pegs 2:of4 Building Codes and Standards 125rzoz2 Product Approval Application Detail M - a r- Code EntNu pr j Date Pending. Date Type Version Manufacturer Ca^tact' Enoina(ar 9 License. VAIdated tiy Validated Supm hied F13P Approval. Approved SIxtua Revision 2020 Therma-Tru Corporation Steve;Jesperson Lyndon F. Schmidt P.E. Ryan U King; P.E. 04115/2021 12/312020 04122r2021 011101112021 Approved Category: Exterior Doors (SM SAS-7628 PE43409 (813) 767-6555 Sub,Category: Srbnging Exterior Door Assembles sj-pn@ff-mahu:co: Compliance Method: Evali:mtion Report from a m Florida Registered Architect or a Licensed. Florida Professional Engineer Pl;#Y048aR&''Afiatlu( , Ouaithi Assut'anco Approvedfor UseAbbrovedfor Use: ,{Ill peesla7 Sea# ProdueYModel. Number or Name Produet Descrlotion Contract Exnlration �e I, Outside HVHZ Resists Pressure 1 a. Therma-Tru Fiber-Ciasslc and Smooth -Star Nominal 8&M,8 &quotirnpact&quot Opaque 12131121M No Yes Yes WA Composite Edge Fihewylass S'rgle Door (I nsvdngl0utswing. X Con"Ine ion) 2 b: Themla TrU Fiber-Cla-IC and Smooth -Star' Nominal 8&#3g 8 &quot'Impal.quw Opaque 12[31/2D22 No Yes Yes NIA, Composite Edge Fiberglass Single Door with adelte(s) (lmsWnglQutswnng; XO, OXor 0X9: confgurebor s) mi 3 pTherma Tru fiber-Classto and F .Smooth -Scar o u I N moor 8&#398 of ct& Uol a ue 72131/21122 No Yes Yea N/A Composite Edge Fl�berglass Double Doopr w1q'th pr without Sidelines (InsvenglOutswrng XX or OXXO configurations) 4 it. Therma-Tru Fiber -Classic and Smooth -Star NominalB&ft39,0 Nyquot,impact&quot Opaque I213112022 No Yes Yes NIA Composite Ede ber I ss Single Door p 9 a n9 v Insxln fOutswl :Xmm uratiot Nominal 5 e. Therme,Tru Flber.Classlc and Smooth-Slar 8&#39,0 &quotlmpaC t, Opaque 103112022 No Yes Yes NSA Composite Edge Flber'glass Seigle Door vtith Sidelia(s) on-irg/Out-Ang; XO. OXcraxo configurations) 9 6 f. Therma-Tru Fiber-Classlc and Smooth -Star Nominal 88#390 &quotlnpaot&quot Opaque /213112022 No Yea Yes NIA Composite Edge Fiberglass Double Door Wth or witnqut 5ltlallbas (Inswirtgl0utswing• XXa OXXO ocnfiguratlons) 7 g. Thermo-Tro Fiber -Classic and Smooth -Star Nominal SMID &.quotimpact&quot, Olazed 1213112022 No Yes Yes NIA Gomposite Edge Fitjwglass Single Door (Insvzng/Outavirg; X:configuration) 8 In. Therma-Tru FlbenClasse and Smooth-E7ar q u I I Nominal e&#39;8 8q of mpacf&quot; Gland 127312022 No Yes Yes WA Composite Edge Fiberglass Single Door with Siderte(s) gnswirglf5utsvang; XO, OXor OXO. configurations) 9 i Thermo-Tru Fiber -Classic and Smaotn-Star ,....6& Nominal #398 & off ct& opt 1 , qu .olio q Gazed 92131f2022' No Yea Yes NIA Composite Edge Fberglass Double Door Win or without Sidelitas(InoMnglOutswing XX or OXXO urations configurations) g ) 10 J.Thermo-Tru Fiber -Classic and 5mooth-Star Nominal6&#39;0&quotlmpact&quotGland 12/31/2022 No Yes Yes N/A Composite Ed 9 a Rber lass Single Door W 9 9 (InsvenglOutswmg; x rxmilguratlon) 11 k- Therms Tru Fiber -Classic end Smoolk-Star Nominal 8&#30A &quotlmpact&quot, Glazed 12131f2022: No Yes Yes NIA Composite Edge Fiberglass Single Door with adelae(s) 0nsvnngrVl, aid ng XD, OXor OXQ configurations) 12 I. Therms-Tru Fiber-Claseic and Smooth -star Nominal 8&#3B0 &gUotimpaet&quot Glazed 122112022 No Yes Yes WA Composite Edge Fiberglass Double Door with or without Sidetites(Inswing/Oulsoving XXor OXXO 13 m.Thermo-Tru Flbar-Classk and Smooth -Star con urations Nominal S&#39,8:&quotimpact4usat Glazed Molded Open Composite EdgeFiberglase Single Door 12/3V2022 No Yes Yea NIA 14 A. Therms Tor Fiber -Classic and. Smooth -Star - llns4.ingloutswulg` X wnfiguratlon) Nominal6&#39;8 &.quotlmpact&quot Glazed M610e0 Open Composite Edge Fiberglas s Singie Dow With 12r3112022. " n4o Yes 'Yes N1R 15 o. Themre-Tin Fiber -Classic and Smooth -Star Glazed Molded Open Sidellte(s) (Inswing/Outsvdng; XO; OX or OXO eonfgurabons) Nominal 6&#39,8 &quotirrpactil Glazed Molded Open Composite Edge Fiberglass Double DoorWth. 72f311Z1722 No Yes Yes WA - 18 .:Thermo-Tru Fiber-Claesic and Smgoth-a., or without Giazed Molded Open$delites' (Insvbngl0uiswirrg XXorOXXOarmiguratioiis)- Nominal 6&#39A&quotImo..t&quot Cpaque Composite Edge Fiberglass SiVIa Door with Melded IW31121= No Yes Yes WA 17 q. Thera-Tru Fiber -Classic and Smooth -Star Open Sidelite(s) (Irisv inglOutswing. XO OXor OXO configurations) Nominal 6&#3D:88quotimpact&quot Opaque 1215112022 No Yes Yes NIA Florida Department of Business & Professional Regulation Pagel a Building Codes and Standards lffl=l Product Approval Application Detail Code FrNM or Dot- 0� Dahr PMtllon Qg(g 7yg24 venslon Manufacturer correct Enelheer&License Validated ay Vididalsid submitted PSCApnmYal Approved. Claim Revision 2020 PGTInd.&I.% Jens Ros.wakl hramr-Onde Deco-CER Mlam'rDede SCCO-VAL 11A012020 10267120 1124(2020 Approved Category: 6awlor Doors (941)4860100 (786)315-259ri - 9ubcdowiry, Sliclg Fxterior Door Assembles Jrosoxskl@p0nd..hi.s Compliance Method: Coruscation Mark or Listing orn ._ - : - • OuAlty Ae ixtran a Appreyedfor Usa. ..:: Approved for Use In"I'm Dealer, figA Product Mt Plumboro Name Product Ce-dixdmt Coraract Emfrer." Vale I. outside R Z Rosimant Pressure a $GD•5570(Large MrinIue.impad) Vm1 Ulkling dsase Door d4/142021 Yes Yea Yes N/A August 10, 2022 PR(J"DUCTAP-RIM)"V.JoL SPECIFIA("r;O'ATIOU""'N'05""HEET(2022) As required Florida Statute 553.842 and Florida Administrative Code 913-72 lease provide t information a a val b • ci by r p p he r n� r{Q numbers on the building components, listed below if pp they will be utilized on the construction project for which you are applying for a Cate ory/Siubcatiagory Manufacturer Product Description Approval `Number�s� Test Pressures Ex . Gate p 1e EXTERiOR DOORS A. SWINGING ThermaTruI'Fiber-Classic and Smooth -Stair (NON -IMPACT) PACT) FLL20451A +67.,0/- 7.0 psf 12/31/2022 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0i- 7.0 psf 121 112022 ThermaTru Fiber -Classic and Smooth -Star IMPACT} FL20470 +80,01-80,0 psf 12/3112022 Be SLIDING MI Windows and Door � s Series 420 FL15332,1 - FL15332.:5 40.0I40,0 lief 121'112024 PGT Series 5570 NOA 21-0205.03 +38,71- 8.7 psf 4/14/ 026 Pella Corporation FL2645 C. SECTiONAL Wayne -Dalton Seedes 8000/8100/8200 #1105 8, 7) FL82483 + 1,QI- 5.0 psf 12/ 1/2023 Wayne -Dalton Series 8000/8100/8200 #1123 15X7) FL8248.10 +30.01-33,5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 16 FL8248.11 +34.41-3 .8 psf 12/ 1/2023 D. METAL LOUVERED D S Curries Division of AADGr Inc 807t7071727,747rand 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12131/2025 2. WIiVDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499,2 +80„01 0.,0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10120 FL11206 +3151,01-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL10503 +50,,01- 0.0 psf 81 212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55,01-55s0 psf 2/1612024 Pella Corporation Series 10120 FL11161 +30.01-30-.0 psf 312712023 Pella Corporation p Series 10 Slidin finder g FL 12811 N/A 5125I2031 C. FIXED M I Windows and Doors Series 185 F Ll 5349.1 ++60. 01-80,0 psf 4I312023 PGT Series 5520 FL243.5 WA 4/3012025 Pella Corparation Series 10120 FL5894 +50,01- 500 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 512512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL281.1 NIA 5/2612026 E. OTHE R 3. PANEL WALL A. SIDING DI James Hardie Building ldin P rod. a g Cem lank La Siding and ardiePl ank La Siding p p g H p F L 13192.1 - FL13192,2 %flA 12131I2023 B. SOFFIT Alside Solid and Vented Vinyl Soffit FL15272,1 - FL15272,2 + 75.0%75,0 psf 12+i111231 Alpha Aluminum, Inc, Solid and Vented Aluminum Soffit FL16544 R5 +54,21-54..2 psf 7/3012023 C. OTHER 4. ROOFING PRODUCTS A. ASPIHALTSHINGLES GAF 3 Tab, Dimensional FL10124,1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roo# 151b Felt Underlayment FL12328 NA 812912023 Plyglass USAF Inc, (fCar Tile Root) POLYSTICK TU MAX FL5259 NIA 12123/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL.1£918,1 - FL18918e4 NIA, 9/912026 Florida Metal Products, Inc Vint RV10 FL21580.3 NA( 12/3112024 LomancoF Inc DA-4 Exahust Vent FL17202.1 +97,51-97.5 ps 12/10 2025 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FL7840.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7 849.15 - FL?849.20 NIA 12131120 2 5 F. METAL ROOF Drexel Metals, Inc.. DMC 100NSr DIVIC 150SS, DMC 175S, DMC 200S1 OMC 5V FL17679.1 +01-180 12/31/20 5 5. SHUTTERS A. STC►RM P NELS A5 Global Protection Products Galvanized Steel Storm Panels FL15078.1 - FL1507' ,2 Nit 1213112022 All American Shutters 8t Glass Galvanized Steel Storm Panels L:17 9 F 8fi .1 NIA 12131120 2 L +6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strang -Tie see chart B, TRUSS PLATES IT11W Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12131/2024 MiTek Industries, Inc, Truss Plates FL2197.1 - FL2197z5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVf L, PS Lr LSL F L6527.1 - FL8527.5 WA 3/3112023 De MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products',, Inc High Strength Concrete Lintels F L1774 N/A 5/25/2024 Florida Department of Business & Professional Regulation Page l o13 Building Codes and Standards 1/25022 Product Approval Application Detail Se49@ Entity or JDate Date Pend Ina jyle version Manufacturer Contact Enolneer&License Valldated By validated sutimided FBC Approval Aeeroved status Revision 2020 Therma-Tru Corporation Steve Jesperson Lyndon F. Schmidt, F_ Ryan J. King, P.E_07/23/2020 07)12/2020 07120OD20 10/1312020 Approved Category: Eaten. Doors (80O) 843>7628 PE-43409 1813) 767-6555 Subcategory. SYdnging Exterior Dow Amembiee sl.sperstan@the mall u.- Compliance Method: Evaluation Report from a m Florida Registered Architect or a Licensed Florxta Pnweasbnal Engineer F1.#2070-R8 P, rodu� Quality Ass ranee Approved for use Rooroved for Use Jmoact Daglan Sects Prod uct Model. Nam bar or Name Predict Desert otloe Contract Expiration Data in HVHZ Outside HVHZ RealStant Pressure 1 a Thermo-Tru Fiber -Classic and'Smooth-Star Nominal 0&M;ll. 8quotlmpad8quot Opaque I?J31/2022 Yes Yes Yes WA Oom varies Edge e Fiberglass Single:Door P gi Insvi lOutswi � X co oration ( . ng n9, nfig ) 2 bTherma-Tin Fiber -Grassi. and Smooth -Star Non inal0&#39'8ttqud'.Impact&quot Opaque 12731f2022. Yes Yes. Yes NIA Comppste Edge Fiberglass tingle Doorwith 9itlelke(s} (Incos snnng101athwing XO, pXor OXO nit ur car g ah ) 3 o. Therm-Tru Fiber-Clasalaand SmaoUrSthr Nominal6&#30;8 8quotlmpact5quot Opaque 12131r7(i?2. Yas Yes Yes WA Composite Edge Fiberglass D-ble Dcorwth or vAMout Sk elitea (Ins wing/Oublavi g; XX or OXXO onngurations) 4 d Therma-Tin Flbeu'-Ctassleand Smooth -Star Nominal8&#39,0&qu0tlmpact&qu0i; Opaque 12f3112D22 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (InsvgnglOut6vdng;X configuration) 5 eTherma-Tru Fiber-Claealc and Smooth -Star Nomiriai8&#3g,08quotlmpact&q.crL Opaque 12131f2O22' 'Yes.' Yes. Yes NIA Composite Edge Fiberglass Single Door Will - Sidel&e(s) (In rmnalOuterwng; )O, OX or OXO configurations) 6 f. Therma-Tru Fiber -Classic and Smoc#h.Star Nominal MW39,,0&quWmpact&quot Opaque 12131f2022 Yes. Yes Yea. NtA Composite Edge Flharglass Double Door with or without Sidelites (lneMng1Oubvdng; JO( or CJ)XO configurations) 7 g Therma,.Tru FbanClossir and. Smooth -Star Nominal6&#39,8 &quet,lmpacmquo1; Glazed. 12131a022 Yes: Yes: Yes` NfA Composite Edge Fiberglass Single.0 or (Ins,imgfOutswing; X configurnion). 8 h. ThermaTru Fber-Classic and Smooth -Star Nominal 6&#3fr88quot;lmpact&quot Glazed 1213112022 Yes Yes Yes WA Composite Edge Fiberglas Single Door with Sidelite(s) (Iris-ainglOutavving; XO, OX or OXO configurations) I Therma-Tru Fiber-Classlcand:Smoeth-Sher Nominal UM,89quot.impact&quo. Glazed 12131/2022 Yes, Yes, Yes NIA Composite Edge Fiberglass Double Dow with or wlthput Sidehtes (Insv ing/Outdoing; XX or OXXO configurations) 1D JThemra-Tru Flber-Classle, and Smooth -Star Nominal 8&#39;0&quotlmpact&quest Glazed 12/3iQ022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (InsvirglOuts»ing; X configuration) 11 kTherrca-Tru Fiber-Classlcand smooth -Star Nominal8&#39;0&quoOmpssenquat Glazed 12r31t2022 Yes: Yes: Yes- NIA Compmlta Edge Fiberglasa Single Door Min Sidelke(a) (InsWInglOutswingl XO',.OX or OXO oonfigurmions)' 12 1.Thermo Tru Fibw-Classic and Smooth -Star Naminal8&#39;0 8iquot;impact&gupl; Glazed 12131/2022 Year 'Yes Yea NIA Composite Edge Fiberglass Deuble Door with or without Sidelites.(irwrving/0uta Mn9. XX or OXXO configurationc) 13 m. Theare_Tru Fiber -Classic and Smooth -Star Nominal 6&#3BS &quo0mp2ct&quot Opaque 12131= Yes. Yes Yes NIA Composite Edge Fiberglass Single Door vAtH &quot Non Impact&quot' Sidehte(s) (InevAngfOutswing; XO, OX or OXO cqffjg urations) 14 n. Thema-Tm PI bar -Classic and Smooth -Star Nominil 6&03$8&quot; lmpact&quot; Opaque 1213112022 Yes Yes Yes • NIA Composite Edge Fiberglass'Dau ble, Dow with RquotNlon-Impaot&quot: Siderltes (Inswirg)outsW rig; - OXXO cwrfiguratic m) 15 o. Therma-Tru Fiber-Classio:and Smooth -Star Nominal 8&MD aalumimpaG&quot Opaque 1Z13112M Yes Yes. Yes,. WA Composite Edge Fiberglass Single Door v ith &qu 1;Nors4 pad&quot Suielne(s) onawinwoulswing; XO OX or OXO config urations) 18 p. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39,p&glmtimpect&quot Opaque 12JZV2022 Yes Yes.' Yea NIA Composite Edge Fiberglass Double Door with &quotNon Irpad&quot, Sidelttes(InsMng1OutsvMng; OXXO configuration) 17 q. Tharmia-Tru Fibw-Classic and.5rroothStar Nominal 8&#3RS &quot;Non-lmpsxd&gLx*, Opaque 12/3112A22 Yes. Yes No NIA Composite Edge Fiberglass Single 000, (Inswing/OutsWina; Xconfiguration) 1 S n Therma-Tru Fiber-Classio and Smooth -Star Nominal 8&#3g8. q u cm m a riot 0 a'ue: N &q plat I li p18W P p. 21311 2 1 202. Yee Y Y. ¢ Yea N o NIA N _. Composite Edii r1bcrglass Single Door with Sidelte(s) (InsvingloutsvAng XO, OX or OXO configurations) -' 19 s.Therma-Tru Fiber-Clase. and Smooth -Star Nominal 6&#3g;S&quot;Nonl mpad&quot; Opaque 120f2022 Yea Yes No WA Composite Edge Fiberglass Dwrble Door Wth or without Sxlelites (Inswing/OutpMrg; XX or OXXO conngurefions) 20 t. Thermo-Tru Fiber -Classic and Smooth -Star Nominal 8&#39D &quot:Non-Impact&quot Opaque: 12/3112022 Yes. Yes No WA Composite Edge Fi6arglaes Single poor (Inswing/Outsveng; X confngureboril: 21 u Therma•Tw Fiber-Classio and Smooth -Star Nominal 8&#39D SquotNcm Impact&quot Opaque 1213112022 Yes Yes No N/A Composite Edge Fiberglass Single Door Wth SidelWs) a nswinglOutswng; XO, OXor OXO connnurationsi) 22 v. Therms-7m Fibw-Classi-cl Smooth -Star Nominal W139;0 skip- Non- Imp®ct&quoh,.Opaque 12)3112022 Yes Yes No N/A Composite Edge FI berglass Double Door Win or mthout Sidelines (Inswing/Oubeyingi XXa OXXO configumfons) 23 w. Thernra-Tru Fiber -Classic and Smooth -Star Nominal 8&N39;S &quotNon-Impad&quot Glazed 12131/2022 Yes' Yes No NIA Composite Edge Fiberglass Sngle Door omloutswgX 24 x. Thema-Tru Fiber -Classic and Srwoth-Star Nraficn) NoStuoImpactdquot Glazed 12131Y2022 Yes Yes No NIA Composite Edge Fiberglass Sngle-Door vAln Sidel.aa(s) Onswing/otrtsw(ng' XO.OXw OXO configuravons) 25 y Thernna-Tru Fiber-Classlcand Smooth -fir Nomin218&1$39;8&quctNon-Impact&quot Glazed 12)31f3D22 'Yes:. Yes No NIA - Composite Edge Fiberglass Double Door wltn or ` - Wtnout SNelltes (Inswing/Outswing; XX w OXXO configurations). 26 z. Thanna Tm Fiber-Claealc and Smooth -Star Nominal 89AW;0 &quotKl + Irrpaci&quot, Glazed 1213112D22 Yes Yes No WA Composite Edge. Fiberglass Single Door 0nsWngfiOut5.(ng; X configuration) 27 zes. Themia-Tru Fiber -Classic and smooth -Star Nominal S&#38.0&quot Non-Impact&quot Glazed 1281121y22'. 'Yea Yes No NIA Composite Edge Fiberglass S ogle Door with Sdel' s newg n IOutsven XO OX or OXO . g, configurations) 28 zb: Therma-Tru Filler -Classic and Smooth -Star Nominal 8&#39;0&quotNonimpad&quot Glazed 12/31/2022 Yes Yes No WA Composite Edge Rberglass Double Door Win or without Sidelites Onswing/Outmving; XX or OXXO configurations) Florida Department of Business & Professional Regulation Pagel dz' Building Codes and Standards 15=21 Product Approval Application Detail k code 6nttty eF pate gate, Date "nano Dal-4 Zito version Manufacturer :fapMagl, End .... &Laraine VaN[lated Bat ValltlatnH. submitted FBC`Aooroyal Qggrg_ad status R.0.1- 2020 MI Windows and Doors Brent 8tlinger Luis Roberto Lorna. 81twn M. Urich, PE 10N81 = 1OM62020 1UM920M 12r15)2020 Approved Category: Exterior Doors 4 717) 385-3300 1`5=14 t?17)31T-8454 SubCategary: Slidap ExtarprDoor Assemblies bsi8ingerQmhrd.com Connallanee Method. EYaUaticn Report from a Flodde Registered Architect ors Licensed Florida products Professional Engineer rL1H5332+As Quality Assurance Approved for U26 Y Amlrovad for use Imp04i pagan $M a Product Mode], Number or Nome Product Doserlotten Contract Exoirallei Date. In HVHZ outside HVHZ assistant Pressure 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM $GD OXO 121312024 No year No WA 145-3/4&quot;x80&quot; NON -REINFORCED 2 SERIES 420ALUMINUM SM SERIES 420 ALUMINUM SGD OXXO,XX 12f31=24 No Yes No NIA SS&quc;eSa&quot.NON-R EJ N FORCEO' 3 SERIES 420ALUMINUM:SM RB14FORCED SERIES 420ALUMINUMSGO REINFORCED DXO 1213412024 No Yes No WA 145•.314&qua .9S&quot 4 SERIES:420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX 12131/2024. No Yes No NIA XO. XX96&quot"S6N:quo1: 5 SERIES420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX lZ312024 No Yes No NIA 143&quci;x96&qud; Florida Department of Business & Professional Regulation Building Codes and Standards Product ApprovalApp n licatio -Detail Page 1 of 2 UN2p21 �PDA E.g+ tv or 291 Data Date Pandl. Did" v Manufacture '1lES _f113g Cantaet n E eMeer&Leeree YaildMed By VeJldated Submitted FDC Approval r Approved 9alg:. Revision 2D20 WayneAallon, a divislon ofOvshood Door DW)Ina Korrllsh JchhR Sc_ates JexreyP Arras.,, RE, 1D11212020 092912020 1023i2020 12M612020 Approved Corporation (330)763-8121 PE-61737 (SLA)821',5200 Catag qr: Exterior Doors dkomishQWayne-daltm.c SubCotapory: Sectional Exterigr Door Ass -Mies om Campu- Maamd: EYaluahm Report from A Flodda Registered Architect a a Licensed Flodda Protesslonal Eng veer t,Ki: Pra_ tlnotb - ❑uaiav Aaswance Anoroyed for Usa booravad for Uas Instead I lan Sena Product Model. Number or: Name Product Descnodun Contract PUmlratlon Data. m HbNZ outeldiiHyHZ Resistant Pressure 3 8D001810018200 #1105 98#39: Mori wkllh: 14039; Max height, dadng 12/312023 No Yes Yes +31.0005.00 available In top or Intermediate sedan. 10 80D04100782W#1123 1S&M. M width. 14&13a,. Max height, Glazing 1W 2023 NO Yos: Yes .30.0of-33.30 available in to Intammedlatos ton: or ed P 11 8006181011I82D041124 1Gt.#33 Max width 14039 Max heigli[.Glazing 121912D23. No. Yes Yes +34,40l-38:30 avallable in tap or unite rnedlete sectwn Florida Department of Business & Professional Regulation Building Codes and Standards . Product Approval Application Detail Page t of Y 11512021 - ..Q90 rein nyg 20 2Q Date P6nd)pg ; vEft Tin Vanian Manufamurar COMed .4 Is validated By - Veiltlatetl '�Ubm tetllt FBE Aaaroral Aoorored SfaEtiS Revision 2020 Curncs Division of AADG. Inc. Tom Relay UL LLC Troy Bishop, P.E. 17/10/2020 12K 12D20 1221f2020 Approved Category: Exterior Done (641) 494-2813 (954)947-MO "category'. Exterior Door Componehts Iom.rattey(Rasaaehtoy.m Compliance Memo(t Carancatiion Mark or Listing m Quellty Assurance Aoprovedfor0se Approved for Use Imoaet Doom sap9 Protluct Mode. Numharw Nanre Product Dmaintlat Cantraet Exaltation date 1, HVHZ outwits HvHz Resistant 1 507. 707, 727, 747 757,. 777, ens 847 Single ant Pets & Flush, Glazed, and Louvened SNgla-d pairs of 1213120M Yes Yes Yes NIA Doors hclla4' metal doors. Florida Department of Business & professional Regulation Page l of 2 Building Codes and Standards IF 621 Product Approval Application Detail Code Law or Dte Dote flat. Pendhw Data Tvam Version Manufacturer cased En,tnm & License yaiaared By Validated Surmimed FBC Aoomral Apmoyed Stratus Revision 2020 MI Wlndmi and Doors Brent Sitiintiff Amwkan. Architectural &oven M. Union PE 11d72020 i1I172820 1127/2020 Approved• Category: UWndows r717)365-3300 Manufi.turera As-16tion ( 71?) 317-8454 Subcategory: Single Hung b.Hnger4arnI-,d om Complia ce Method: Ceniioatlon Mark or Liedng Quality Assurance Aobraved fa Use Aoaroyad for Use Impart. OBymn s-A Protluot ModM. Nu rater or Name- product fJesorlDow Cd%raet Exniratlon Date In HVHZ ourslda HVH ftswant Probsum 2 165 Sri 52x72 FinfFlanga Fmme lOW SfigieHung 10106=23 No Yes No-601,60 Laminated Glass N (U Cn Q a_► L L � la..� � o O 4- C _ O O O O Y/ '� O _O u_ ♦� v! •- ^' 0�}r O (� Z Z W J c%J O cm yr 4e of .tar Ltd r C h CS t v U V 2 m x cc C= w 1- CV � Gar CL W E U 3 � � is. t99 di V W t3r cr- .� T d� C E d17 0- O vim+ Cn S._ CD E W ^1 W z _ / v � co _ ICU > 0 i, L_ CL 0 CL S._ v 0 L� W U C0 m Q O ICU W N Z J Z Z Q ^J ti SHEET N0, PA 1.0. -r-i N = Florida Q artment of Basin ss & rofession I R ' latiDn ep e. P a ego Pa ea'Ms a - - Flanda Department of 6rrslness &Professlonal F2egulatan page 1 �1 _ Fl - - _ Cn CV N U O a -a L N Q- O O CU �, ^ W /_11.� W fa Y. V TL Cll U -0 0 . �. ja l.. L O Q O 0 ''^^ O .=J (✓ (D li .- VJ 4 Z I iiir 4 j . �- isI'M CP V li,t y E WS' 1 ;ed N=L1. rRs- 'CS Q .ate.•' d =16 C; Cap m 'lli.rr •5�MWt'ae7�� �' sF4 �.+ I* .}�J z �_ -r O L O �� U O �� U) 0 W O L �C w�w Z Z a J a SHEET NO. PA 1.1 onda Department of Business &Professlonal Regulation I:age.1 Mi Flonda Dapaftrnentof Business & PI'ofessianal Ragu�han page 1 of 2 Bullring Codes and Standards 125rmz2 Building Codes and Standards +er2nzk Biallding Codes and Stantlards i+ez©?? BUIIdInq Codes and Standards. irsi2utl Pr4duCt Appr4Yal Application Detail Product Approval Application Diata'il Product Approval Application Detell Product Approval Appiicaflon petzll - o e. E -. ar - G,il� ,�, Date Pending � (:ntihw Balz bffie Penrrn❑ �� CoOe BniM ar pgg Dee PnlWnp C EntWw -• bat .Date PerMrnD � �iP'• e � - . =ram$ .. RauMlon a an Manufacturer 2020 Tfiernre-Tru Corporation CoM Enolneer&License Yalldetetl Sv. Ste9a ,7asperson Lyndpn F Sdrmidt P.E Ryan J. King; P.E. Y�!t9lllgg Submdted FBC Approval 10/0712021 Ogf162021 10/1312021 :ApbtOved. 12fi5J2021 StaWs Approved SrSIE r �$ �1 Mah er matter ldnaer8 L1 (dated BV �r -°Nt d tense Yal -� t ptetl FBC'AvnrOval Y�@4 vee ,Sp ripLo §tom' T. aeiurar egg VOV won FilxMrf - CpMact nDlnae 8L¢srts VeStl E r a steel ev ,pstg ygg bygg�jgq FBC AD❑rowl Qazg gQytgy@y( 6tatue _fit T_D6 Vagbn 1 M3Du fa ter EBL E noinaxB Ddnnsw VanaNad By Vali�t gp ed FBC Approval ita�r AODr_nvad �88. •: Cstegory. Dgvrs {8GQ) 843.7828 PE,434(t9 7874i5S5 - � Afihmatbn. 2020 PGTtnduclrles JensRoapashr Mterni-Dade.a000-'CER NJeml-Dade BCCD SEAL 1110Si'2DZ0 1im512020 11/11/2020 � roved. ' � Ravisron 2020 MI PJIndgfnand Opora Brent SltRngtt Amedcen Archkectural &eyes M.11riG,, PE ,OA8f2020 10/0812g2¢. 107tafm20 � prwetl Remsbn 2028 MI WlndIXws aatl.Do. s w , Brent a N a Aeaural n t anger Am dean P+en Stale M. Ur ch, PE 1 2 1/2 020 127f 029 1 22 i2 2n 1 n120 'APlxosed EXkripr (813) SLIbCatrsgpry:$wtnging FY.ketlor DODr Assemblies s}aspersor r.�thermatrU.aD Categtlry"UNntlotis. (891)486-0100. (788)315-2590. '�- (:aleg0l}e Wl�dows. f7171365•33b0- Menufecturers ssgacEBiron i,717)a17-6954 CaeeBOry: wmdpwa' (7i 7736a-330g Manu'hsiurers Asscciali0n {?17)3T7-8459 C9mpIlaR9e Method Evaluation Rapork frpnia m Bu4Gart:gpry: Singla Hung Ircaonaki@pgnntluatrios,P SubGategoMHatzanC6l Slitlar bsalinger�mllvtl.cprrr SutiCttego7: Fix@d txillmgar�mp.�la:cam Florxle Regletered Archeect or a Ucensad Fkrrida ' compliance Meprod: CertNcetion Mark:aUstmd � - CompllanG@ NI@thatl: Csrtlncailon Mant pr Listing Coin tienca Methdd: Carfificfl6on Mndr a L'slm P 9 P.rofe�lonal Emeet pg , ;; P ,fsr2ba.. Roduus ,, ''-. .' • ' ,FL 5351 Ra. P1'dtlr +ds .., $ 11L'{.... : .. .` f LlEY046t•RT Pratlbcta. ._.. - � - .., : ., .� -. .. _. atralrlv:Asstrraatu .. m nr. Atlpreyatl ipr Usa ADO well Uae ImOea Oe�lon QIIaItY A88ur�ICO ADarOWtlfOf UB@ ApmDY@d tOr U84 imnect Oasl❑n Onwl ai" r Iry AZ Yanc Arxv nr Usw Approvatl for Ua@ ovedF 1tBQ.3d R4Htf81 Dualdv surance Approred;lrir Use aoprovetl iOf Use 1^o ft Drilling Sea9 Product MocMl NraaM,efor Kant@ Product beaerlodat GorMraM t3nlratlon Date ki HVXL- .OutaltlBMVH2 R@dstar# pjgg;y_§- 8_9 Prptlua r0oe�. Numbx or Name - - PrOauct Dascrasfan CDmraE:ExD4�ran Data. In HVHi DutsitlO HVNI Rasttard Prs�sura 9e a �- Product Model Number or Name Dauer lkscridlan Codr t Pr ac ExakaBanD s[e. t.3utsltle MYriZ tlltYitF Pre-' $93tii@i!t �3.3r Ii Seq t1 Product Model Humber Dr Name ProducTDesedption Coritradt FxairaDon Date ip HVH'i Qutsitle HVH2 Rear�nt Pressure 2 srtssgo.i Leige tasafle anpaa) vnyt Single:Hung Y4ndpu 07/sOr102S Yes yea Yea NiA i HS 188 Fiirmdt7erge Frwna 79zb21nsutateddass rYlniBl2024 Nq Yes No.- +55i-55 1 185 pJJ 75x 721nsWetee Gies 04/03/2023 Np Yes Np +60F60 1 a Tfienna-TN Fitx'r-Classic and Sriwoth-Star Nominal tl&if3988quor;Nan-Inpact8quok Qpaque t2Ytl1f202'1 ND Yes tVo NIA - Composite Ed90 fibarg lasS:Cirr9la Dooi - - {InswtngfOutawing xcvnfi9urpbonj 2 b.Therms-TN Fiber-Clasak: andSmooth-Star Namtnai Ba#998aquot,Npn,lmpaptaquot; t3paque 1213112D22 No Yas No N/A Oompasde Edge Fiberglass Single Door with _ Stlelde(s} {Inskingl0umvnng; XO, OX nr t)X4 - mnfigure6ons} - 3 eThermaTN Fiper-GlasslcantlSnbOthpStor Nammal e&#398aquotNor-lny5ack&quot;.Opaque 13131/2D22 No Yas No NIA. FiaergMsa 1�linposlte Edge -Double Door ann or without Sidetites {I ns.44nglOutsvnng. XX.orDXXO oonfk9uratians) 4 d: Thermo -Tin Fber-Classc-and Snmdh-Star Nomuia17aH39;08quotNan-Irrpact8quot Opaque 12Y31f2022 No Pars No N(A Composite Edge Fiberglass Sk,gle.Door (Inswing/OlitSwing, x codfguranw) 6 e: Therms -TN FIDe7 Class(c'.arid.Smooth-star Nonnna178,H39,0 aquot,Nan-InpadBqudt Opaque 12131/2022 No Yes rd0' N1A Composite Edge Fiberglass Single Dvw with Sdelde(s) (InBwlnlbrOutsvnng; XO OX or qXQ ovnfigurahon5) a t. Tner -riu Fiber-clesala ana smo -s rna oth taY !f a uo •' - Nominal 8a 39,0 q t,Nop ImpactagUvt,:Opaque 12fd1 Y?022 No: Ye9 Na. NfA Florida pe rtment of Business 8 Professlonal R ulation F� �9 Pa ei art & Florida De rtment of Business & Pio1'esslanal Re ulation Ra 9 P'4.9a i w1 Flonda Re nmaM of BLtsine s &Professional Re u tlon . pa & g (d. Pa 1 ai s• -GoniPostteEdgeFlbarglass5ingtab0or Building Codes andStandard§ LrJl2pa BiiildingCodesandSfandards 1151202i Building Codes andStandards in3rtD21 {Irts,vingtOuisvdirg, Xvonfi9ufatlon) 7 Jr. Tfierma-TN Fiber -Classic and.SnlDoth-Sher Nominal Sag39;0&quok,Noh-.ImpadBrquo�.Opaqua 12f3113022 No Yes No N(A ewnpasRe Edge Fibrnglass Smgk DoorrAtli prOtlUCt A rGVal I1Cat1011 DeLtfl pp App PtvdNtt A pprovat apptir;atton Detail Product Approval Applieaticn Detail Sidelite(s) (IlisvWrglOudaAing, x0. Ox-a' OXO � f _ - wnfigurationa) 8 h. Thenrm•Tru Fiber -Classic and: Smooth -Star Nommel6&#39;08quakNon-Impad8gilof; Opaque 12t39YXS72 No Yes f+b N!A - .. _ • ' • -... � - - ...�(g� - C❑mP��.Etlga Flherglass bauhk Door vdth or i�Y Bn1iN or jjgjy j�p bate Pelrmrw pAgt yggq Entgvar _ g�q gpjg. Date Pending Wig: 9gpg EMIri u p-ja Q Dots Pontlin❑ l�ta :!Without Sldaldes {Inawing/Odtswing XX:or OXXO YBISIDrt Manuraaurer Sc�tM:r. Ermmaer8llvensa VaiidMed 6v Validated §dhmi(ted F GAodroral �J7r_Y€9 $tatUs jypg: Version Manufackuter Cordai4. EnofneerdLitanse VaUtlalad By vsndataa au Itted Aodmved Status. Tjge Vey�en. tlt.M�Jf@ r t. Con Ei,olneerB Llrenaa VaIldMed By i� ti- "d FBC Abdroval Pnoio ee e'�,;x mnflgutatlonS) IY.EY -FBC:Anorovail �n ,attf Yd g ml v 9 :. I. e N I r EI � Th .tine T F ba ,Clas v arrd:9nwatt-5ta.. a ' Nomm t B&#39,8 & uatNpn-Im actR. not .Glazed 12J31t2022 No Yea Na:. NiA ,.., Irm t10 20 Aft a n z0 PG7 .au tie`: m 5t s ea .....w.. .: BCCD=-.. ial::'tl D- :L J ski Mland Datle CER M Da et3CC VA Rd m o... w_.. ` 5 0 1 fib 12D2 i t/05)2420 .. 17 1? - 1 1 2020 _ _ Apprq.�e tl . .'. I id-.'in+i. bor ewtron M Wn wrs A s R 3A20 e, ar t f... u an 911 Lis LpmaaPE stave : UrICM E ngar R n M . P 1 - 0. D : ,ONBl2tt2p iW 6t2.20. 1 on 9202a 1211512na0 resod Aftmnattoh ?A20 s pGT n. Ines.. I dr!.. �. .. Jens RosmrsNr Mam4Da BCC E Mfam ' ad : O V rte o c R HD a BCC At 11,ti512020 11105I2D20 111111?03) 'tsfa+ed CornPosite:Etlge Fiberglass Single C,00r• Category: wndays. (949)486=O1i10: (786)315-259p.. categary:yNindows (717)365.3300: PEti2514 (7f7)377-8454 -- Gate6ory: Windous� (841)-0BG-Oibb: (788j315.2590 ' {rnsK,ngtOutskying XconflguraUvn) auhCa[egory Fiord lros❑askiNpglinggstdes.c I aWCategdryE. Mugrna batiingeramnud.ean: suhcotegvry: Mullims. Ir�oraskl@pgllntlus(peda 10 } Tnerma-7ruFiCar-Classm and5mooth-Star rVwnkral,68#39;8 8quot,Non-lmpact&quOt;,Glazetl 12f31i2022 Nd Yes No NlA Compllarwa Matbod: Cedi9eauon Mark:or LiUng om Can,pllan@e Mell,ad: EJalyanon Repon koM.ti - Cgmpnanae motnad: carUtcation Mark orusting elm Composite Etlge Fiberglass Single DOdr i^Ath - ., nod'da Ragiskrad Nchllectora Ucarsed Fletlda- , Sitlelea(a) hnswingrbutsv4ng; XO, OX-OtDXO PL8243412A:Boducts, "; � � - ProfessronaLEhgineer pLN261:A13 Products -" .. 1t kThenna Tru Fiber -Chassis andulMwvUr,Smr Nbrnkial ff$t239"8a uotNon-lm Glazed 12Y3tI2022 No Yes No N!A arrelav aastearrco goorovoa reties �"�ADorDwator use Ynaxt pggigp fCalyySyRB pr =acts � : Duality asarrranee �Looravea rot uaa aooravae rot use l�nga�, so�s-i Cor,tposite Edga Fiberglass Doublele Dwrva'tti or Byyq0 tsradrxrt Model. Ntmbarw Name Predst Descdotlon Comrael:ExurationDde fivHz Out{jde HYHZ ReR s�Wud. &acre .. " .: Sea 5" product Motlel Nrmber or Nama Prodtxi Deseriotlon Corxraet 6xolrazlonData IS1H�b Autside HVHL es ant P irdthoutSldelltea InsvA Outlmn XXarOXXO ( � g' 5. FW-552tr.(LargoMbalblmpad) ueyrFlxedVMndaa odr3012825 Ves - Vas Yes .NIA b1ualltYassurance AAmovotli0ruaa. Ar�'Dv.ataruw Motet oasmn i Muams f0'Al10oore and Windara Aluminuni MUBgs OSR6lL020 Yas Yes Yes i11A mnfiguradons) - 2m k -Protluct ModM: Nuiener or Nama Product naserioaon Cearect:Fxa ton Data dutswe Hvxi R @� mrMr 12 L.Therme•TNFiber Claastc aiidSmnotti-Star Nominal 7atf39,0 aquot;Nan-lmpavfaquot;Glazed 12t3112022 No Yea Nq NtA. 576d Veriest Alutnmum Mullion 17i31 q�'M N�o Yea N1A Grxnposita Edge FlborglassSingla, Doer - :{IIrs,MngK)utswmg Xtonflgvrativn) 13 m.-Thermo-Tru'Fibar-Classic and.5ttx>Dth-Star Nominal 7a#390aquok;Ndn-lmpeek&gaotGlaatd 12l3112022 No' Yas :No NIA Composite Edge Fiberglass Single.fJoorKith Sidelde(s) (Inawingl0utavnng; x0, OX orOXO wniigumdons) ' 14 n Tnernn-Tru Fibu-C�sb and:Shiooth-Star iUa vfeaa188Jf39;08quot;Non-Impar38,quot; Glazetl 12F3112022 M1lo Yes hb NIA :Composite Etlge Flberglass SinglaDodr (IrmvingfQutswkig; X comiguratiori) 15 0. Therms-Tru Fiber-Ckssic end S1'iloiith-Sthr PdornF1a1:0$a390aquof:Nvirlmpactaqupk Glazed 12t3112022 No._ Yes No. NlA Composite Edga FberglassSmgb t)aorKith - SidalUe(s) (Insroingloutswine: XD, oxwoxo vontgumdona) Florida Cteparlment of Business & Prpf(5ssona Regulation pagai di Florida DepartmerA of Business &Professional Regulaton ragaz M? Florida departmerM of Business & Professonal Regulation pa9ard2 15 p.TnernM•TrpFl6er•CFassicand•SmOohh-Star NOminal`0a#3gOdquot;Non-lmpad&quotGlazed 12/3112022 No Yes No NIR.. BuildingGodesandSt9ndardS IM2Q2f BUIIdItIgCDdesartdSfanderds iaer2o2a Building Codes and3tandards +reizozl Gornposlte£dga Flbergla9s pa0ble t3doY Kttl1 or wfthwt Sideiites (InswinglDutswmg, xXar c)xX0 mnfigurationa) Protluct Approval Application Detail Product ApprovalAApiicatianOetall Product Approval Application Detail 17 q. Tbarma-Tru Fiber -Classic and:Smooth-Star hbrnlrtal-08k39:8 &quotNon-Impact&quo€ Opaque '12l3112022 No: Yes No N!A _w •. � ,• -. . Composts Etlge Fiberglass Single Dodi with Transom{InsimrtgtOutswing; OlX configuration) -. � -.-� - . ,;�.: .. �-•.� "-'-Dam 18 r.The.rind-Tru Fiber -Classic and-Smooth�"+er ldamkta188G39;88quot;Nrin-Impacs8quot.Cpaque 12Y3112022 No Yea M1b NtA � Encur or.-� D Cat Date PorMlrtd � : e � Entity Q �4 � Dahe Penalnn .�: � Enfiltv or � PmmnD gee Cwnposik Edga Flbaglss Singk Cborwath TY9a i n Alan°faiurer rooted Enoinaer&License Yandalee By Valmated submitted �Aanmvd An=v au a status T rdacrurar- � .9Lr.IP11 C - 5'rJertaj jand Transom {IrrsvringJQukxdng;OMQ: Florida Deparlihailt of Business & Professional Requidon Pow l',I2 Bulding Coda and onw= Piroduot AppM41 App4lomflion 091:0 99111. fAftar 20 no only Poodle rm V41111" M$Oobott" Eaalrwraur&Lllooaft VSIMkod 2, VAR41101,111 Small FWADW*vsl Awirprovell $060 Alfirroato. 2= Pollecorporown Joe Mogen sard wimdomendnoor JonwmL-RUdMrP.E.* 07n4t2= 071142= q7mrima Approv" Oatalarr. Wndo" Robinson MtmuwohlrerAan,orlatlon cRuCK rm"rlmg a.bConal SbvL Hung (84I)92i4= (501)42141127 cow"Bkown, in~ cwtokoraw Mal L"m I rim AOMM" for III, Agoomand Far gtdo Produat Mordol, Numbw at Nwoo erarinn ny"4mien CnatfaetExnlratdea Ma, 1, HIM ousmomm ago Pffte $emoe Iwo High Perfemnamen Single Hung Vw shale Hums window X721) Mi7MW No YM No .51111490 2 SWIM. I= High ParFrmelxrs8lnaw lung NW High Porbrmena ahl Hung TWIn 0541102WIF No Yes No +601-M Gonmuvzxwlrn 3 aerinimosirgial4urig Mv :ingla Hung 71,100 ownpo" Vor 77) ligria02027 No yes 14) +41BL40 I Soon lom arew, Hung VW am WMC27 No Yes No -35�w 5 sork. 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FWADWOM Allard ned OU" Affirmallon 20M Pau owporation Joe wagen sord wrldmanclDoor Jxro6LSuoonerP-F-G 07//40020 CTM4120M 0714mme APWW&d creel wmalows Robinson Menuw04urenAapopleilOn CBUCK Engineering aaW loomg Hortmomodalaor (64I)S21411111a (501)MM41W ftoplWarlm, *40*&- Certilloolum Mark of Ll3ft palwaduotwpmwom IoLoo,,, A, —*A Far Una A—d in NVXZ CUUMSHM Far Uga loom Rooffaftat 2111i80 Penney 8&a5IWS1IdInglWlmd6w VWA 0 ldhV Wholow COX or X0, 734 Ir Kell') 02=24 No Yes No +3" 2 $Orion 1=0 Wbft YAW- VhmA SkIm VA'dw (M or X0, 73-1m7. In ONO= No yes % +av-w a amiml=osd"VVMM VIMA Siding Wkkm CKUX, 10ir x On 0270=3 NO yes NO .3am 4 Series 1020 $Ildno Window my soling wmdow mx. for x se-) OW2702M NO Y" No -35435 Florida Deparhneritof Business & PrarlasoslanaJ Regulation Bulding Codes and SWindards Product Approviii Appl(Cartlan 08111M ovaniori IMAM= % 5N. =fm NORM 211111 Do* tab Pond VAwmm'm Nk )AN00104, *0"69h"• vadioKvd Bill, VAGdow 8101"ad FftAnt" Aaaftocl swo AfIrroallorw 211100 Polio QDrpoinodom Joe Mogen Samoa wrdowswDw T-E. Won. Pfk:LLC (TTM12020, 07114t2021) 011220024 Approlmoo C"OeFMAndows Rolilmnil ManurimcomerAsmial (961)02541456 auba-M*Wp afte Pau (541)621-ME CoMpRooft 11841004L 00000W Marker I.Ming popprodumppm"ow 11044. 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We No +600-40, 4 Pob 10 aware Ifirlill: Hung Wnuica, 415' x 7r Mmyl yionfftocl SNI* Hung WIrdow Ill No Yes No Bwm Bi Pedolli8eftogral HingOlInclon, Wx87VInytNon1nVplWShgjaHuoqWkdw 0&*272= NO yo No +Saova 0 Pablo awmamole wmawrldow 3rX77 Vinyl Nonampaq Shale Huha Wnftw 07100=2 No Van No -001,00 7 Palo 10 oarleal 01mille Hung Wn4cm, UAW x so- Vinyl NO -IMP" Single Hung winclow 10fI702023 No Yes No soi,-w A-rannal R, Use Anthermil 1, 0 enE Prober 111061, NumMor at Nommo PoodaND-MoUrow in NVHt oulehh, HIM 8faltGat PNVMI PON 10 soften Shale Hung WrADN 31rx W vinyl Non4olimmal shale " Molow mlil No Van an +40140 Polio 101 Serial; $role Hums Wndow Bur x ST vinyl Nommipam shale " window owilm(Ra No Yes- No +45-43 Pelm 10 3wrim Single Hure W now .5-r x w " Non-l"Voct Grain, " wwwow %me=$ NO Yes No ii 4 PEW 10 Safts Single Hung WrIduar Mr x GZ M my[ Nmirrional, Shale Hung Whom OSM02023 NO yes No .56ILM a Pets 10 Serica 81mate, Hung Window 62-l8"x OV Wryl Nor4rowpooll Shl Hung WInclow 101170202a No Yea No +Nmm Florida DeptirlynerIt of 151tiolness, & Professional Regullartion Papiell Building Codes and Surds emo(A= Produat App"I Appildowltion 061:11111 -6--a (3) (3) Florida DWarlorrmilt of Business & Pm1lessional RiWallon pool all Florida De painorl Of Business & ProhmWanal fisgLildon Penal 4fi f— —00 BuldIng Codes and StiBridards Buililing Codes and Standards BMW= U) —0 > Princluot Appronral Appliamition Dertall Procluct Appinclift] AppllolrbW 06113111 2 0 &,ft w Dow, DOW Dow F%" Dow am pogo" 2111131 C:) 0 W" menook" rawftv*Lioom W,~ ar 11011004 N envtaa FUADX*v*l AporcW two Mail %.I- 11wro"Um volmow ar -Do II 8"Braimit MCAgo-W Anagavorill 11111101 Palle oorporel Joe HWW &VA Wlixiowancl000r Jamep L Oudchor, P�F- 9 (17714120m (171141020 QYIZDMC Apprimind AtIrInathn 211011 Pole comorallom joB, Hagan eandi vbrmnsdnwv r.r. 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NEwAnw, at No" Pondualomflotim VW 24%ml'Cr SoUrrill Shm Door OW It 951 110=1 No Yes, ab .20m 2 $area 1012M Sliding Olm Ow Vinyl shale P" PbW"V Door [SklefIc, 34-IAMV MOU022 NO Yom, w +3" x 4i4m) 3 Swiss 100r20 vikling Game Door Vinyl 241mmol'C)r allgarg Glans Ow (rZ x 42') 104=1 No 'Am No +3" 4 Vinyl Shale Pull Fired Nr Door (Sidlelia, 47AA-x MrAmm No Yes No 125ILM j CarmfibfAmewwwro ABBIN"ll FW Use A00normad laf I— -0"W ftoo Pmdjd ",I. Ill or Kw-. coal Exalifts amm, In HVH2 Clubwom on 1 -series, 150 or Encompass orkwo swift elm Door Voyll 24arw lox, Shft am Door isrllm x =24MMi NO yal No -29,95 all 2 8w1m IM or Emocorpono orhw g Sliding Ohm Door V4rfi movie paw fhwd'V Door mkwlk, W-Iff x 0211fam Na. Val, No +40140 #I-Im a 90m 150 or Encornpolm, or A. -Ill Soling Dim Door Mrort 2*w* -W Sholl rams, Dow(77 x 92') 1111050022 No Yen NO +3" 4 8VIO 184 or Emoormpen orAeordl 81MV Stan Dow Vhyl Strait, Poll Pked'V Door Pkieft 47-11V x Cil No YLS rip +210-25 411,61fil'AmEm Ancroval or Us, ftoomod Bar U PAdmatNasal Number at Naive Peadmadmattad COAl Godhirft Dole In cuows 11"Int"t 1 Rtlw F7 $w1calSilorlihm pomeorAvan0-19ollngGlanDcar VW 2~'0)rSId0W Ones, Dow(Sbit2'x tog4oul No Yes ale +251-0 win 2 8arlem, 150or EarnmPms mAvo" SlldA Gams Door vw aftle, Paul Fwaa -cr Door(akdolto, as-lAr x 02l812002 NO yes NO -411140 61-112') 1 3 awl"Imaralm 111115102032 No Yes 1,110 +:RBw 4 Swim linger Ill plane orPuml8itgroCAuDw 02IMM2 No Von No +251-26 W12.) c:) i_u I;z BE k4- co C= M'j C-4 a, io fm ap ro Cc C, a) CD c— U) M 0 L— CL O to CIO m CIO w < cl) Z z August 10, 2022 1 SHEET NO. PA 1.2. N Cu O U O0 -I-• - Simpson Strong Tie 2020 FBC Approved Products For direct links to all SST approvals listed CLICK HERE. Updated p_ • - Simpson Strong Tie 2020 FBC Approved Products approvals below, CLICK Updated p - . +� ® - Simpson Strong Tie 2020 FBC Approved Products Updated p • �� Simpson Strong -Tie 2020 FBC Approved Products op red 12rsorzo2o W �, O � � O i below, . „ For direct inks to aII.SST listed HERE For direct to all SST approvals listed below, CLICK HERE ., . , . For direct links to all SST approvals listed below; CLICK HERE CU L"1� � Fa additional informationr : ar 1 din f anda's Statewide PraduclA ravel System end MarN•Dade count e9 9 Approval Ys Y Notice ofAcce Lance INCA). CLICK HERE. P. ( A) -Dad a Fa adtl#ionel Information regarding Flpnda's Statewide Prodici ravel tam and Maori ¢ County eg . 9 Approval � 1Y N [ono - t• OA CLICK HERE. otke'of Acba e.(i ), P a Faraddtfonal Intormatim regarding Florida's Statewide Product royal tam and Marrtl-Dade County eg g a Approval ty Notice of Arica Lance NO CLICK HERE. p - (. A), or dtldlonal information regarding Flalda s Statewide Product Approval System antl Mom -coda County a F a ' ' Notice of Acceptance<(NrAA), %41C HERE. " ` ^^`` V FL#2355-R7 FL#10446-R6 FL*110456-R5 11 HUS, HUSC series hangers Pace -mount hangers available In Widths ranging from "1-518" ro 3- 3 U 9116" and heights ranging from 4-5116" th 11' Concealed flange Seo # Product Model. Number or Name Product Descrintion �# Product Model. Number or Name Product Descagtlon Sea # Product Model. Number or Name Product Description version CHUSCyavailable for models having width equal to or O O 1 Titan Stainless Steel Concrete & Masonry Screw (TTNSS) 1/4' diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, BTB, BTH Brlokties greaterthan 3-0/16" L - � 2 APA21, APA4, APAB APVA21 APVA4, APVA6 Outdoor Accents Angles 2 CMST12; CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3- O Q 0 3 APB44. APB44R, APVB66, AP866R, AP688, APB88R, AP81010, APB101 OR, APVB44; Outdoor Accents Post Bases 3' CS14, CS16, CS18, C520, CS22 Coiled Straps 518" and heights ranging from 9.1 /4' to 16". O FL#9689 R6 APV844R, APV866. APVBBBR APV688, APV688R, APV81010, APVB1010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SOS, LGU3.68-SDS, LGU5:25SDS Face -mount hangers (a O }a s}- (� 4 APDJT2-4. APDJT2R-4, APDJT2-6; APDJT2R-6; APVDJT2-4, APVDJT2R-4, APVDJT2.6:. Outdoor Accents Deck Joist Ties 5 CTS218 CompressionFfension Strap 14 LU24 LU26, LU28 LU210 Face -mount hangers (� O Sea # Product Model, Number or Name Product Descrintion APVDJT2R-6. is DSP, SSP,'TSP Stud to Plate tie 15 LUC26Z, LUC2102' Face -mount hangers -0 O 1 SDI 0112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.6A, H3, HO, H7Z, H161. H16S, H16-2, H16-2S Hurricane Tles 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116"to 4- (U Q� 2 SD9112, SD9212, SDI 0112, SDI 0212 Strong -Dive SD Connector Screw 6 APL4, APL6, APT4, APTB, APVL4; APVLB, APVT4, APVT6 Outdoor Accents Land TBeam-to-Column Ties 8 HGT-2,HGT-3, HGT-d Heavy GirderTiedown 518"and heights ranging from 3" to 10-15ti6 "� U) O 3 SD91I2SS. SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R; APLH26, APLH2e R,, APLH210, APLH21 OR Outdoor Accents Light Hangers 9` H$24 Hurricane Tlei 17 MGU3.63-SDS, MGU5.25-SDS, MGU5.60-SDS, MGUB;62-5D5, MGU7:00-SDS Face -mount ,hangers (jf 8_ 4 r SD F22434 2.r/2. 2 C . SDCF2 SDCF 2814, SDGF227Db SDCF22858, SDGF221014; - Strong Drive SDCP Timber CF eaere+n/ 8 BVLZ Brickl/eneer Lodger Connector 10 H552SDS1.5, HSS2-2-SDS3 HSS2.3SD53: HS54-SDS3. Heavy Stud Shoe 18 .. MIU series hangers 9 „ -r: Face -mount hangers available m widths ranging from i-9116 to v- 9 g 9 � � .� VJ Q SDCF221134, SDCF221334 SDCF271956. SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2: HST3, HST5. HSTB Straight Straps 1/8" and heights ranging from 6-1&16" to 19-1/2". 5 SDGP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strang -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28,: HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Pace -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI BKTZ, HTSQ20KTZ Heavy Twat Strap 20 SUR SUL, SURC, SULC series hangers Skewed Face -mount hangers available in widths ranging from 1- 6 SDHR27400 SDHR27614, SDHR31400 SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Well Stop 14 LFTA Light Floor Tie Anchor 9116" to 34WIS" and heights ranging from 3-1116"to 13=314". 7 SD625112 SDS25134, SDS25200,_ SDS25212, SDS25300, SDS25312, SDS25412. Strong -Dave SDS-Heavy-Duty Connector. Screw 13. FC4; FC6 Framing Clips 15 LSTA9, LSTA12. LSTA15, LSTAI8, LSTA21; LSTA24,.LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULG) available for all double SDS25500 SDS25600, SDS25800 14 FWANZ Foundation Wall Angles 16 LST149, LST173 Straight Straps 2X and 4X models; on ly acute flange is concealed, 8 SDS25112SS, SDS2520DS8, SDS252128S; SDS2530OSS: SDS25312SS Strong -Drive SOS Heavy -Duty Connector SS Screw 15 GA1 GA2 Gusset Angles, 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers evellable in widths ranging from 1-9116"to 9 SDWF2716 SDWF2720, SDWF2724i SDWF2726, SOWF2730 Strong-DriveSDWF Floor -to -Floor Screw 16 H2A, H2.5T H8 H1DA•2; H1 OS HI4, HGA10 HurricaneTlas: 18 LTS12 LTS15 LTS18, LTS20 LightTwlstStrap 6" and heights ranging from 2-5/8"to 11.114"It 17 16 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Medium Girder Tiedown Straight Straps FL#10W7-R8 19 KBSIZ Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA1'5MSTAI8, MSTA2I, MSTA24, MSTA30, MSTA36. MSTA49 Straight Straps PL#10667-R6 20 00, 1_50, L70, 1_90 Angles 22 MSTC28, MST040MSTC52 MST066, MSTC78 Straight Straps sea # Product Model. Num bar or Name Product Descr gWa 21 LCE4 Post Cap 23 MSTC4883, MSTC68E3 Pre-BeM Straps Seci Product (yodel. Number or Name Product Description 1 ATR318, ATR11Z ATR518, ATR314 Threaded Rods 22 LS30, LS5O, LS70, LS90 Skw*ble Angles 24 MSTI26, MSTI36, MST148, MSTIBO, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in Wdths ranging from 1-911e'to 7- 2 ATUDS, ATUD6-2 ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTSIB MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 113" and heights ranging from 7-118"to 30", 3 BP31 BP112 BP112 P51 P 4 8 2, 3, 8 8 2, B 518 3, BP3/ , BP314 3, BPRTUD3 4 Bearing Plates 24 LSSJ26LZ, L8SJ26RZ; LSSJ28LZ, LS3,128RZ, LSSJ210L2: LSSJ210RZ Field: Adjustable Jack Hanger 26 NCA2x1012, NCA2x12 12 NCA2x8.16, NGA2x1D 16, NCA202.16 Bridging 2 DGBF series hangers Top flange hangers evadable in Widths ranging from 3-618 to 7- 4 CNW3/8, CNW112, CNW518, CNW314, CNW5/8-1/2, CNW314-518 Coupler Nuts 25 LSSR1.81„ LSSR2.1, LSSR2.37 LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWe12, RCWB14 Wall Bracing 118" and heights ranging from 9-114" to 24", 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 2B RPSIB, RPS22 RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in Wdths ranging from 1-1/2" to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML26Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plata Connector $18" and heights ranging from 7-114" to 24". 6 1,13, N4, N5, NB Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1 SP2, SP4 SP6, SP6 Stud Plata Tie 4 DGHF series hangers Top flange hangers available in Wdths ranging from 1-314" to,3- 7 RTUD3, RTU03B, RTUD4,.RTUD4B, RTUD5, RTUD6; RTUD7,:RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 6PH4, SPH6, SPH8 Heavy Stud Plate Tie 518" and heights ranging from 9-1/4"to24". 6 TUD9, TUDIO Take Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLUt211, MMLUl39, MMLUl311 Face -Mount Hangers 32 SS1,5, S52.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in vidths ranging from 5-114" to 8- 9 TUW38 Take -Up Washer 31 RBC. RBCP Roof Boundary Clips 33 ST9, ST1,2, ST18. ST22,,ST292 ST2122, ST2115 ST2215, ST5215, ST6224, ST6236 Straight Straps 7/8" and heights ranging from 11"to 32-117. 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 T620, T627, TB30 TB36, T842 TB48 T1354, TB56, TB60 Tension Bridging. :6 EGO series hangers. Top flange hangers available in widths ranging from 3.518"to 7- 11 URS4 112 Uplift Rod Run Tiedown System 33 RTC22Z, RTC42 RT02Z, RTC44 Rigid Tie Connectors 35 TWB1O, TW612 TWB14 Wall Bracing 114" and heights ranging from 11-114" to 32". 12 URS5 5A" Uplift Rod Run Tiedown System 34 STC, STCT, OTC; HT04 Truss Clips 36 VGT VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS,series hangers. Saddlehangers available in widths ranging from 3-1/4" to 6-718" 13 URS6 314" Uplift Rod Run Tiedown System 35 TJC37, TJO57 Truss Jack Clips 37 WS106 WBI OOC, WEI26, WB1260, WB143C Wall Bracing and heights ranging from 8-112" to 26". 36 Z2, Z4 Z44- Panel Stiffener Clips 8 GLTV series hangers Top flange hangersavailablein widths ranging from 3-114" to 7- 118" and heights ranging from 11" to 32'. FLOF10441-R8 EL#10531-R5 9 HSseries hangers Top flange hangers available in widths ranging from 1-9116' to 7- FL#10447-R5 112" and heights ranging from 8" to 30", Bea # Product Model. Number or Name Product Description Sea Product Model. Numgor or Nam Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-718" 1 DTT2 Hold-down San It Product Model. Number or Name Product Description 1 C91-12.370:5, CBH2.37x7.63, CBH2.37z9.75 Concealed hangers and heights ranging from 10-1/2" to 28". 2 HDC1014, HDC10/22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, OHU, DHUTF series hangers Face -mount (DU, DHU) and top flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 HDQ8, HHDQ11, HHDO14 Hold-down 2 DS02R-SD83, DSC2L-SDS3, DS05R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/16'to 3-9116" and heights 718",and heights ranging from 7-1/7'to 37, A HDU2,HD:U4,HDU5,HD.U8,HDU11;HDU14 Hold-down 3. GBC" Gable: Brace Connector ranging from 9•I18"to23-15118".. 12 HGLTV series hangers Top flange hangers available inWidths rang ingfrom 3-1/4"to7- a HPA28, HPA35 Strap -style purlln anchor 4 HCP1 81, HCP2 HCP4 Hop Corner Plate 3 HGU3.63-SDS HGU5,25-SDS HGU5.50SOS; HGU5.62-SOS, HGU7.00-SDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14" to 33". 8- LSTHD8, LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411.81, HHRC44, HHRC5.2513,25, HHRC5.3713.l Z Heavy Hip to Ridge Connectors SOS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in Wdths ranging from 2-5/19'to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.518" to 7• 9118" and heights ranging from 18' to 26". 8 MPAI32, MPA144 Strap -style purlln anchor 6-. HRC1 81, HRC22 Hip Ridge Connector 318" and heights ranging from 5-5116"to.12-718", 14 HUSTF series Hangers Top flange joist hangers available in widths ranging from 3-118"to 9 PA18, PA23;'PA28, PA35; PA51, PASS Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5' HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7 00-SDS, HHGU725SDS, Face -mount hangers 3-9116" and heights ranging from 5-3f&'to 13-1/8", 10 PAI18, PAI23, PAI28. PAI35 Strap -style puriin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/Skewabie U Hanger HHGU9,OOSDS 15 HUTF, HUCTF series hangers Tap flange hangers available in wdths ranging from 1-9116" to 5- 11 STHD10, STHD1 ORJ Strap -style hold -doom 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410. HHUS5.50110, Face mount hangers 112" and heights ranging from 3-7116" to 15". Concealed flange 12 STHD14, STHD14RJ Strap -style hold-down 10 TC24 TC26. TC28 Truss Clip HHUST25AD version:(HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss; Hanger 7 HSUR HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9116". THAC422, THA426 THA422-2, THA426-2 118" to 5-1/8" and heights ranging from 4-314." to 15-314"- 16 HWP series hangers Top flange hangers available in widths ranging from 1-gi15'to 7- 12 THA11 81122, THA1206122, THAI2.112Z THA1222, THA1322, THA13522, THAI422 AdjusmbleTruss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5-3W to 28". N! 13 THAL422 THAR422 Skewed Truss Hanger 9 double 2X and 4X models only acute flange is concealed,cm 17 HWPH series hangers Top flange hangers available in widths ranging from 140'6" to T e•, 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTL128, HTU210, HTU26 2,. HTU28-2, HTU210.2 Face -mount hangers 112" and heights ranging from 5-318'to 32". 15 THJM2-4SD83, THJM2-5SDS3, THJU26, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116"to 7- 18 ITS series hangers Top flange hangers available in uddths ranging from 1-9116" to 3- cc 16 T,9BR2-24 Truss Spacer -Restraint 112",and heights ranging from 2.718" to 19--114". Concealed flange 518" and heights ranging from 9.118"tolff', 17 VPA2, VPA25; UPA3 VPA35, VPA4 Variable Pitch Connectors version g width equal ro or 19 JB series hangers Top flange hangers available in width vfi-9/f6" and heights 18 VTCR Valley Truss Clip greater than 2 9 16". ranging from 5-3/8"to 7.114". c ; a 10 HUCQ1.8119SDS, HUCQ1.81111SOS, HUCO210-2SDS, HUCQ2105-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in widthof 1-9116' and heights LA_ ccn 4 SOS, HUC0410-SDS; HUCQ412SDS HU=.2SP9-SDS, HUCQ5.25/11 SDS, HUCQ610- ranging from9-3/1B m 13-118", r = ? SDS, HUCQ612-SDS cn tj Q = t�7 m W .. ca o t•>7 sb, Pam.. .rZ C3 Simpson Strong -Tie 2020 FBG Approved Products Updated 12M/2020 OEM Simpson Strong -Tie 2020 FBC Approved Products Updated 1MO12020 Simpson Strong -Tie 2020 FBC Approved Products Updated, z19M20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2429 For direct Inks to all SST approvals listed below,. CLICK HERE. For direct inks to all SST approvals listed below,. CLICK HER _ For direct Inks to all SST approvals listed below, CLICK HERE. , For duueet Inks to: all SST approvals listed. belaa,_ CLICK HERE w c ER For additional information arc P- LACK H E a t I atlonr m Flmdas�Statewde Product royals System NotrceofAcce Acceptance 9 Approve] Ys County P ( ) N LICK -HERE regarding Fan Statewide t a System Mann-0arte'CWn Notice -o' Acceptance ce OA For additionalinfamaaonr ardor 1 dos Product Approval yst ..ty..t#i a fAc p n.. t )� ., C ir:K HFRF additional Information trFlorida'sit-rr For honal nfa.a onre regarding Fltxldas5tatewrdeProduct royal System Notce-ofAaoe Lance: NOA ___...._._.cr g 9 Approval Sys Y p ( ), For additional information Statewide Product Sy.tem and Muami Dada County Notice of Acceptance (NOA), uvar= 21 LB series hangers Top flange hangers available in wdth of 1-2116' and heights FL#1146,8-•R5 18 SJLBV1 56, VLBV1.81, SLBV206, S1LBV2.37, S1LBV2.56, SILBV2.68, S/LBV3,12, Top Flange Jo'stHangers 5 SET-XP Adhesive Anohorfor concrete ranging from 5-318" to 15-10'.. - S/LBV3.56, S1LBV3.62 S)LBV4.06..S/LBV4.12, SA RV4.28, S/LBV4.75; S/LBV5.50 6 Strong-Balt2 (STB2, STB24SS, STB2-6SS) Strong-Bolt2 Wedge Anchor for concrete, available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights Seg # Product Model. Number or Name Product Description 19 SdLTT20 S(DTT2Z S/HTT14 HTT4, FITTS Holdowns steel and Types 304 and 316 stainless steel ranging tram9.3116" to 13-118" 1 HHUS210-3, HHUS210-4 Joist Hanger 20 6MST60, SIMST72 Straps 118 mil (10 ga) 7 Titan HD HD-H THD-HMG THOLH4SS, THD-1-16S THD-CS, THD-CS6S (T S, S7 Titan HD Heavy Du ScrewAnchorfor concrete and y Duty masonry 23 LEG3: LEG 5, LEG7 series hangers Top flange hangers available in widths ranging from 3-114"to 6- 2 HRS6 HRSB, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-112'. 3 HUCQ210-2-SDS, HUC4210-3-SOS, HUC0310-SDS .Joist Hanger 22 SSP, DSP: TSP Stud Plate Ties stainless steel, orwith countersunk head in carbonsteel and 24 ME05, MEG7series hangers Top flange hangers available in widths ranging from 5.114" to 6- 4 THGB2. THGS3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC DTC Truss Clip Type 316 stainless steel 718' and heights ranging from 9" to 32-1 IZ' 15 THGQ2-SDS3, THGQ3-SDS4 5, THGQH2-SDS3, THGQH"DS4.5, THGQH4-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8: Titan HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Couplarfor concreta 25 MIT series hangers Top flange hangers available In widths ranging from 1.9116'to 5- 6' THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH. THDB37158RH, THD37212RH, Titan HD Threaded Rod Hangerfor concrete 1/8' and heights ranging from 9-114" to 24", TH050234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 5-518" to 7-118". FL#11473-R5 FL#13904-R5 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in Widths ranging from 1.9116" to 7. Sao # Product Model. Number or Name Product Description Soo # Product Model, Num bar or Name Product Description FL#16MO-Re 118" and heights ranging 9114"to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3 52-SDSHDG, CCQM4.62-SOSHDG, CCQM5.50-SOSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.82-SDSG CCTQM5.50SDSG, CCCQM3 62-SDSG CGCQM4 62•SDSG, - Soo # Product Model. Number or Name Product Description 3 H16, H16S, H16-2; H16-2S Hurricane Tie: CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry- FL#IOM-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECGLQM3.62G-KT,ECCLQM462G-KT,EGCLQM55OG-KT,ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETAL12 HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT ECCLLQMD5,50G-KT, EGCLRQMD3.62G-KT, ECCLRQMD4.620- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Seg# Product Model. Number or Name ABA44 Product Description 6 HGAMID, HMO Masonry retrofit connectors Embedded Truss 3 KT,ECCLRQMDS5OG-KT HGUM5.25,.HGUM550, HGUM7 4 Strong-Bolt2(STB2) Strong-Boft2 Wedge Anchor for masonry e 1 ABA44R, ABA46, ABA46R, ABA86. ASA66R Adjustable Post Base 7 HHETAI6; HHETA20; HHETA24, HHETA4D Heavy Anchor o0, HGUM7.25; HGUM9.00 Heavy Masonry Hangers 5 Titan 2 (T7N2) Titan 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ASU46R. ABU5-5, ABU5-6, ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2 5, LGT4-SDS3 GirderTiedown 4 LGUM26.2, LGUM26-3_ LGUM264, LGUM28.2, LGUM28.3, LGUM28-4, LGUM210-2, Masonry Beam Hangers 6 Titen HD (rHD-H4SS; THD-H6SS, THD-CS5SS) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1010, ABU101OR, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48: LGUM410 or 316 stainless steelwith hex head and 316 stainless steelwith. 3 4 ABW44Z, ABW44RZ, A6W46Z, ABtN4BRZ; RBW66Z, ABWB6RZ,ABW7 7 A04, A04R, ACE4, AC6, ACBR ACE6 - Adjustable Post Base Post Cap 1D 11 META12, META16, META18, MEfA20, META24, META40 MSTAM24, MSTAM38; MSTCM40; MSTCMGO m Truss Anchor Embedded T u n Strap Tie for Masonry r, a 5 r r r 3 r. r MBHA3.12J9;25 MBHA3:12111.25, MBHA3.o617.2o MBHA3:.�6I9:2a, MBHA3.�6J11.2o, MBHA3-56111.88, MBHA3 56114, MSHA3.56P16, MBHA3 5SM &. M8HA5.5017.25, tvlasonryTopFlange Beam Hangers 7 Titan Turbo (TNT) countersunk head. Than Turbo Screw Anchor for concrete or masonry z 5 BC4, BC46, BC4R, BC6, SOUR, BC8, 8CS2-2/4, 8CS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MSHA5:5019.25, MBHA5 50111.25, MBHA5.50/11.88, MBHA5.5D/14, MBHA5.50118, 6 C844, C646, C648, CB68, CB68 Embedded Column Base MBHA5.50118 cz 7 CSSQ44-SDS2, CBSQ46-SDSZ CBSQ66-SD52, CBSQ86-SDS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3 5N.25, MBHU315611125, MBHU3 56111 88 MBHU3.M14, MBHU3i56116 Masonry Beam Hangers FL#15937-R3 8 CC, ECC ECCU Series Bolted column caps with WI ranging from 3.114" to 9.117' and FL#1Y496-R5 MBHU3 56118, MBHU5:5019.25; MSHU5.50111 25, MBHU5.60/11.88, MSHU550/14, > W2 ranging from 3-518" to 7-I12" MBHU5.50116, MBHU5.50M8 Sag # Product Model. Number or Name Product Description O 9 CCQSDS2.5, ECCQSDS2.5 Series Screwed column caps with W1 ranging from 3-114" to 9.112 and Sea # Product Model. Number or Name Product Description 1 X3461o16 5K, X151076, Xt81016•dK XQi 51016, XQi B1018 4K 410.18 Strong -Drive, X Metal Self -Drilling, Tapping Screws with 13 L W2 ranging from 3-518" to 7-1/2" 1 DTTI Z DeckTensfon Tie Drill Point /'1 10 CPT44Z CPT66Z, CP788Z Concealed Post Tie Base 2 HD12, HD19 Boiled Holdowns FL#13975-R6 2 XLQ1I4T1224, XLQ114BI224-2K #12-24 Strong•DriveXL Large -Head Metal Sal•Drilling, Tapping CL 11 EPB44A, EPB44, EPB46, EPB66 Embedded Post Base 3 HD3B, HD55, HD7B, HDOS Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 FPS47 Embedded Post Base 4 HTT4, HTTS, HTTS-T4 Tension Ties Seq # Product Model. Number or Name Product Descd222n 3 XMQ11481224 XMQ114B1224-2K #12-24 Strong Drive XM Medium Head Metal Self Drilling, O 13 LC644 LCB66 Embedded Column Base 5 LTT19, LTT20B, 1.71­I31 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SDW22458 SDW22500 SDW22600, $OW22638, Strong-DflveSDW EWP-PLY and TRUSS -PLY Sore" Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 15 LPC4Z, LPC6Z MP644Z, MP666Z MPB88Z Light Post Cap Moment Post Base 2 SOW22634 SDWC15450. SOWC15600 Strong SDWC 4 X01I4SI224, XQ114B1224-2.5K X114S1224, XQ112S1224. XQ1121224-2K #12-24 Strong -Drive X Metal Setf-Drilling, Tapping Screws with 05 Drill Point 6 ' 0 -Drive TRUSS Screw V 16 PB44, PS44R, PB46, PB66, PB66R Embedded Post Base FL#13628-R5 3 SDWHI930ODB, SDWH194000B. SOWHIO60OD8SDWH19800DB, SDWH191000DB Strong -Drive $DWH TIMBER-HEXScrew 5 XU34S1046, XU34B10165K #10-16 Strong-DriveXU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PB546, PBS66 Embedded Post Base - 4 SDWH274DDG, SOWH27WOG 9DWH27600G SDWH271 DODG SDWH27120OG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base 5eg # Product Model. Number or Name Product Description 5 SDWS16212, SDWS16300, SDWS16312, SDWS16400 Strong -Drive SOWS FRAMING Screw 19 PC44-16. PC46-18, PC48-164 PC64-18, PC66-16; EPC44-16, EPC46-16, EPC48-16, Post Cap 1 SB5/8x24, SB718x24, SB1x30 SS Anchor Batts 6 SOWS79600, SDWS19712,,SDVv522400,SDWS22500,SDWS22512, SDWS22OW; Strong-DriveSDWSTIMBERScrew(Intedor Grade) O EPC64-16, EPC86-16 2 SSTB16, SST620, SSTB24, SSTB28, SSTB34, SSTB36, SSTBI BL, SSTB2OL, SSTB24L, SSTB Anchor Bolts SOWS22800, SDWS22900, SDVVS221000, SDWS221I OQ SDWS221200, SDWS221500. FL#35320-RO 20 PC42 PC4R7_ PC8Z, PCBRZ PC8Z,;PCBRZ. EPC4Z, EPC4RZ EPC8Z, EPC6RZ, EPCSZ, Post Cap $STB26L - 7 SDWS22303DB, SDWS2240OD6, SOWS2250ODB SDWS2260ODB, SOWS2280ODB, Strong -Dave SOWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS221GOODB Sea # Product Model. Number or Name Product Description 21 PPB44-4Z,. PPB44.6Z Post Base 8 SDWS22312OBB, SDWS22512DBB Outdoor Accents Structural Wood Screw. 1 DSSCB43-5, DSSCB48, DSSCM, DSHS Bypass Framing Drift Strut Connector A l (D 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300S5 SDWS2740OSS, SDWS2750OSS, SDWS2760OSS, SDWS2780OSS; Strong -Drive SOWS TIMBER SS Screw 2 FGB43 5 FC845.5, FCB47 5 FCS49.5 FCB411.5 Bypass Framing Fixed -Clip Connector � SDWS271000SS, SDWS27120QSS 3. FPHSD3481CIB, FPHSD3481016, FPHSD3461016-5K: FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS:Sef- `� Seq # Product Model. Number or Name Product Desorintlon 10 SDV V13400 Strong -Drive SOWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B12145K Drilling, Tapping Screws CIO FL#10866-R5 1 CMST12, CMST14, CMSTCI6, CS114,CS16, CSIB; CS20, GS22 Coiled Straps 11 STN22 Outdoor Accents Hex•Head'Washer 4 LSFC225; LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFCG.25 Steel Framing Connector M ■ ■ a 2 HRSB HRS5;.HRS12, FHA6, FHA9,.FHAl2, FHA18. FHA24. FHA30, MSTI26, MST136, Straps 97 and (12 ga) 5 LSSC425, LSSC8.25, SSC2 25, SSCd 25, S806 25, MSSC2.25, MSSC4 25: MSSC6.25, Steel Stud Connectors seg # Product Model. Number or Name Product Descrintion MSTI48 MST160, MSTI72, SiMST27, S1MST37, SIMST48 MSSC4.25KW, MSSC6:25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS2O, HTS24, HTS28 HTS30, HTS30C Heavy Twist Straps FL*15363-R3 6. RCKW3, RCKW5.5, RCKW7.5, RCKW3S; RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, SCB45 5, SCS47.5, SCS49 5, SCB411.5, MSC1345.5, MSCB47.5 Bypass Framing Slide -Clip Connector 3 GH46.6, GH46-8, GH48-6, GH48-8, GH410-6, GH410-8, GH66-6. GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9 LSTA12, LSTA15. LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115. ST2215 Straps 33 mil (20 ga) Sea # Product Model. Number or Name Product Description 8 SCS32 5197, SCS62 6N7, SCS525t118. SCS82-5/118 Bypass FramingConnector 8, GH610.6, GH610 8 6 LSUBH3.25, SUBH3 25, MSUBH325 Bridging Connector 1 AS 18, AS 1855 AS 1856 18 ga: Truss Plates 9 SCW3.25, SOWS 5 Head -of Wall Slide -Clip Connector 4 GL25A, GLB56 01-85C, GLS60GLB7A, GLB7B, 01-137C, GLS7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 2OHS- 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25. MSJCi0.26 Steel Joist Connectors 5 GLBT512, GSLT612, GLBT516, GSLT616, GL8T520, GBLTS20 Glulam Bearing Plata 8 LTS12 LTS16, LTSI8; LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3 518 Bypass Framing Slide -Clip Strut Connector O /L 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36 ST8215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH3461414, XLSH78B1414 #14-14 Strong Drive XLSH Shouldered Self -Drilling, Tapping V 7 HGT•2, HOT-3, HGT•4 Heavy GirderTiedown 10 MSTC66; MSTC78, ST6236 Straps-68 mil (14 ga) Sorsv✓s LLI 8 UFP10 SDS3' Universe I Foundation Plate 11 MTS12 MTSIB MTS18, MTS20 MTS30, MT8240, MTS30C Medium Twist Straps 13 X01 S1018, XQI B1016-4K, XQ1 S1214 XQ161214-3.5K, X078S1224, X078B1224-3K; #10-16, 4`l Z14, and #12 24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S1B1 56, S1B1,81, S162.06, S/B2.37, SS2.56, SiB2 66, S1B3.12, S183Z6; S1B3.62, SiB4:06, Top Flange Joist Hangers FL#15730k R4 X01I4SI224, X01 14BI 224-2.5K XQ112SI224, XQ11281224.2K, X3461016.5K, Tapping Screws Q SB4.12, S1B4.28, S/64.75, StB5.50 X1$1016, X181016.4K X1 S1214, X1 B1214.3.5 K 13 SIBA212/8, SZBA2.12/10, S1BA2,12112, S1BA2.12/14, SJBA4,1818, S1BA4.18110, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description z J S(BA418M2,:SIBA418114 1 Fr -HP Adhesive Anchor for concrete z 14 S/H1A Hurricane Tie 2 GAG, GDP; GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 15 SIHDBS, SIHD8B, S/HD1OS. StHDIOB, SMD15S, S1HD15B Holdowns 3 PDPA, PDPA-K, PDPA MG PDPAT, PDPAT K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners threaded studs, and assemblies 16 SIHDU4, S1HOU6, S/HDU9 S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3,'PTRHA4 -J 17 SIJCT,SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a - SHEET NO. August 10, 2022 PA 1 3 . Cn > 0 KAM IEWA�� PRODU&CONTROL SECTIc K_ PCIT ladustries, In't. PGT Industries, Inc. CDL = 0 . � I I � PGT1ndWtrks.TJi1r. 0_ 0 I INS SW 26 ft*, Foe= NOTICE Of ACCTPT_kN--X_E., EVIDIENCE SUIRWrTED, NOTICE OFACCEPTAN CIE: EVIDENCESU-13101TEl) (D DEFAX� OF REGUI_ -2474 'kTORYANDECONOWC RESINtRCES PEER) Man, Flor& 3317:5 DOMMA"CODIE"MMMM&UUNOMMON T(796)315,2590 FVW31�-2599 BAE[TTED NOTICE Of ACCEPTANCE: E`% IDENCE ST-T NOTICKOF ACCEPTkNCX (.NOA) 1. Evidence submitted -under previous NOA D. QUALIT Y ASSITRAINCE C/) =3 Co -Co Cn A. DKkWILNTQS B. TESTS (continued) 1. Miami Dade Department of Regulatory and Economic Resowres (RER)_ (D -0 0 FGT1ncbnftiw%, lnc� 1070 Technobly Drive, L NLanufactw&s die drawingsand sections. 5� Test report on, 1) Air Infiltration Test , per FBC, TAS: 202-94 2 -2 0 8_ .No rthVeukejL34+275 (Saborifted under _iY0A.Nv. 11-0107 #4) 2) Unifom StaticAir Pressure 'Iest, per FBC, TAS 2,02-94 MATERLAL CIERMCATIONS = LL. SCOPE: 2. Drawing No. 3�M-5570.0, titled �'Viqyl Sliding Glass; Door-NOA (LK'-, dieets 1 3) Water -Resistance Test, per FBC, TAS 202-94. 1 . Notice af Acceptance No - 1.."52914 issued to Vision Emiusion Limited for their = .0 CU 0 - .- Co MsNOA isbe�g issueidnu*rthe applicable rales�and replatiow Vwmingthe use of coustucuonmataials- The through 21 of I 1,prepared by mnuf2chm,,dated,l4xD5il)-,,;witi revision A dated -by 4),Laige Missile Impact Test per FBC. TAS 201-94, Rigid PAX- Exterior YmmAmw for Wbdows and Doors", dated 08/13/15. Co 0 > -0 E 0 dotumefttafion submitted has been re%iexed and accepted by Xfiami-Da& County-RER -Fwduct Control Section to 04,05117, signed and sealed A. Lym Miller, P.E. 5) Cyclic Wind Presmare Loadingper FBC,. TAS 203-94 expiring Oft 09WI9. U) (D be ined in Kmnil)ade Cowyand Qtuareas whm allowedby The AlAority Having Jads&tion (AM. I 6) Foxed Entry Test, per FBC1 TAS 202-94 2. Notice ofAcceptanceNc. 16-0920,08 issued to Vision Fmrusion Limited fAm tbeir -A-E U) 402 C V M 4-0 R. TESTS along Wit'lirn2flWd -up drawings; and installation diagram of vinyl Wing &ss (leer, prepared d 1khterShades (Non -White) Rigid PVL- C Exterior E=vsion-s for j666T=L202 an- U) < (InMiamiDadeCou an&or&e AM (m areas ofta thanMiami Da&-County),re-sen-e the right to have this Aty) FW_7 TAS'_X'2�04 L Test repw oa I)Unifonn, Static Air-Presnue Tot, per' by Fenestration TestijAg Lab TeSt Rq)W NO L FTL W-49, dated 1 U06,457 signed and Inc NVIa-dows -and Doors7, dated. 12,08116, expiring on. 12)29j-?I- prodwt,ormzWngtestedfo�qwhtyamm.ranceputpom.lf*zprodudormaterWfmhtope.tformin the accepted 2) Large Kwile, Impact T00 per FBC, TAS 101-94 scaled ty Idalmis Orb*a�, P. E_ gest Teport wd ised on 12M)15 and 02(l 111�) 3- Notice of Acceptance, No-_L15-05528.15 issued toVidon Extrusion Lianited, f0f their y Per 3) Cyr -lie Wind PremmmLoading '" FBCJAS; 203-44 6- Test report on. 1) Air Infiltration Test, per FBC, TAS'202-94 -Brown toated Oainted or L � ted)'White Rigid PN Exterior Extrtishms for Suspend the Ilse' of such proftet or =tetial,within theirjurisdiction. RER reserves the ri&t torei, oke- this along insWhtton diagambf myl shding &,% dom pmpared Withmxked-up draw I ings and 2) Uniform Static Air Presme Test- per FBC, TAS 202-94 Udows -s W -and Door, ". dated 081'13/15, expiring on,09.3011-0- acceptance, if -it -is determicA byNlfiami-Dade Counry Pmduct Control Sectinn-&at " psoduct or material fa ils to by Fenestration Testing lab, Inc_, Tea Rxpmt No- FTL 8717,,,dated 12-07/15, signed ad 3) Water-Resistanoe Test,per FBC, TAS 202-94. 4.- Notice of Acceptance. No- 16-0712.02 issued to ENERGI Fenestration Solutions USA, meo lhe, requitvmeats of1he, applicabk building code- pro t approved as describedhesein andhas been des ed to comply wi& ihe nonda BoAfing Coile- Illis _, dU�L LP scaled by Idalmi& Ortega, P_ E_ (TMI jePQjtfMjsed. on 4) Large Missilt Impact Test M FBC, TAS 201-194 Inc. for their "TAN-1-3040 and Lighter Shades (Non-NA11te) Rigid PVCEmriar 1 mcluding the 11igh Velocit Humcam Zone- 2, Tmtrq*ft0n I)AdrInfiltritionTest.. PULFW TAS -202-94 I 5) Cyclic Urtud Pres5m Leadingper FBC, IALS 203-94 EX7(j`nsj0nS for U9ndows and Doers" dated 09115116- expiring on 0104P2 1- 'y 2)'UniforraStaticAii-Pressure Test.perTBC­TAS202-94. along With marked -u p drawings and installation diagrant of v*1 shiding glas&doorprepared Notice OfACceptance No_ 1"712.#4 iS�toE�NERGIIZM 5. eStration SolutiDw USA, "llimuze AYMIOVALL DOCIMiEN-r. Drawing No. AM-S 570.0 Re v R, filled "Vkyi Sliding Glass Door NOA (LIAD". sheet 3) water Resistmee Test per FBC,L T-ALS 202-94- I byFme&2ti0ftTeSt_ 'Lab, Inc-, Test Rrport Na. FTL 855-I'dated 12,04,(15, signed and Ing - Inc- for their and Lighter Shades of Cap Coated Rigid PVC Ir terior - I through 21 of 21, prqpared-bymannfhcWYe:�, doed 10/05115 and h-st wdsed on 02*102 1, signed and sealed by 4) Lwp 14ssilelippact, Test per FBC, TA S-)01-94 2/15, sealed by Idalmis Ortega, P. E_ (Test report mTised on 02 -2016) lxwusiojis for Vk7 �Indows and Doors" dated 09/15116- opiring on 04,116v?O. A. tymNfiller,'RE. bearm"S the RieNisionstarnpuitfitheNctibe of' 5) Cyclic Wind, Pmme Loading pet FBC TAJS 1-03-94 T Test report � on 1) UnifoM Static A-ir Pressure Test- � per FBC TAS'2102-94 6. Notice of Acceptance No- 164'712.03 issued to ENERGEPenestration Solutions USA, -'White � Acceptawennnk�ff aniexpiration date by the Miami -Dade C-muity Froduct Control-SectioiL 6) Fomed Entry Tk-,st, per FBC, IkS -702-914 2) Large Missile Impact Test per FBC, TASi6l-94 lac for ther Rigid PVC Exmior Exttmskns for R indows and Doors- dated Afissnx UeAcT RAmG. Larp_' and Sumll A Itapact R"istAnt along with nlxkrd -up draw ings and instaWtian di oftinyl-slidii glassdoorpwp=4 3) Cyclic Wind Premm. Loading per FBC, TAS 203-94 09/1Q11 7, o0dn, on 02;2 -7. -fissile by Fenestration Testing Lab, 1=7 Test ReVort-No- FTL95 46� dated I VW15, Apwd and along with marked -up draw-ing and in&211ation diagram of vinyl sliding glass door, prepared Test repocts"No(s). l0-W2-792(Aj 10-06-�.MO527,.�5357�-3-09,:per--A.STfYIE-94, limitations: 1 - See table I i�sheet2) and table 2 (sheet A) for applwable,%D unit-sizes,-de-aiga pfesm-es- reinfamments types: sealed by Idalmis Oftega, P_ E_ (Tea reportrevised on QIM415'an . d 02,111 M2 14* bV F"e5tration TeSting LLab. Inc-, Test Rqxnt L No FTL 6639 (samples A-1 thru A-2 2)t dated A-STND 1929 and A S TMD-6 3 5, issued by EX017A to Visim Extrumon for c e1hbsic sill riser (see.table% B-1 & B-2 sheets 7-$) and awhor1ayoqshe4* reTirements in I I thlu 1, 6- 3,� Test teport, on 1) Air Infiltration Test ,per FBC.. TAS `2102-94 1149110, Agmed and sealed by JoTge A.- Cause, P_ E_ capposite material cd (Non-wifite) Rigid PVC andEeo�An coated aWnledorlamin�*hite Rigid PVCtobe 2) Upffbam Static Air- Pressure Tiest, FBtjASL 292-94 �1 0 04;) (Sub m ified un der 'N70A Xo. 11-01 #7 0 4) labeled per referetwd NOX&mquifemevts. 3) Water Resistance'rest, per FBC, TAS 202-94 Test MYGIt on 1) Air Iffduat- Test, per FRC, TALS 202-94 8 ton 8- Notice ofAc cqAance No- 14-0916. 11 imxd to Yanura, y Amierica., Inc- forthdr 3. Egress opmble doors MI]St CMVIY With UUn CIML wdth or height per FBC feqrwemeatas applicable. 4) LaW MisWe Impact Test W, TAS 201-94 per 2) Uniftm Static -Air Pmssure Test, per FBC, TAS 202-94 "Sentai-Glav*­(Clear and VMke) Interlaver% tViring an 07/04/1 S. 4'L Pocket walls un&r separneapprovat to be reviewedby. Building official 5) Cyck Wind Prmw Loading per FBC, TAS 203-94 3) Water Re-�e Test, �per FBC, TA S 10 2-94 9. Notice ofA-cceptanceNo.16-1117.01 Lvaied toKuraray.America_ Inc-for,th& L.AmxqG: Each unit shall beat a petmment label with the mom&cturer'sna orlogp.CjW.Lstateand5efjeSaM 6) Forced Entry Te&, per FRC � TAS 202-" 4) Imge Nfi&ge IoVacl Test perTBC, TALS 201--94 "Trasifol* 11maclear. Clear and Color PNB, Interlayers-, oq*ing on 07,0&119, followin statewe&:'?*Emmi-Da4e'CauntyProdwtContrcdApp-ove&'notedhereirrL _W rmp;nd ioa,, grmof 'ding, &ss do", pl- alongj�ft-marj 'd &Z'O' installat-dia' t*1 sh Tared 5 _�Mjfe Ldingper FBC. TAS 203-94 Wind Pre W RYN7ETi�4LLof HmNOAslmllbe comdered a -Rex a mzwal aWlication has been filed avd there has beemno by Fenestration Testing Lab 1=, Test Rrpoft No- FTL M7, dated 12104115, signed and 6) Forced Entry Test per FBC, TAS 202-94 F� S TATF-11 [E NTS chiar Mi the applicable buildog code negativel y affecting the perkmnanceafthis pro&cL sealed by Idalmis Oite , P. E.frest a -01 99 port mrised on 1451116) along with. madied-up drawings and insta&tion diagram of vinyl slid glassdoorprepareA L Statement k1ter of omformance with F11C-15*Edition andFRC-601dition I '1121W 1 - b in TERMmN,-AUON adiisNOAwAl occuir aftULtheeXpifa ,%1sAoM OT4t 4- Test tepon�n.�I)Airinfi4rationTest,Pldf�tC,,IAS202--04 Testing, Lab, Inc, Test Report No,- FTL 6,337 f imples .4 by,FerieStotion -I thruA-4 dated (2017� issued by manufachm, dated,*14/1 -7, signed sealed by Lymn Millff, P �E. malerigh, use, an&or mimmfaefte ofthe pro&actor Of RaV DVOIJUM procew.MisuseofthisNOAas exidD at M FBC-TAS 202--94 2) Unifont St' ir Air- Pressure Test- j _6� signed and 12,0,6.01 - scaled by' Jorge A- Causo. P. E. (Subwived underN0.4.Xo. 11- Statcmx�d lettef of no fm 21 mcial intert-A, dated M 94 7, issued by manufacturer- signed for sales, a&wfts* or any otberpUlpMeSshall automafical�ytenrkiwtethis NOA-Failure tt . �complv itharr Wi y Test , BC,T 3) Water Resistance As 2022�94 01417.0) & sealed by Lynn Miller, ?-E,. at ofNOA- 4) Lafge Mstfle:kW Ted per FBC, TAS 201-94 1 Lettiff, of 1A) comphaam part of the above- test repoits. ADVERTISEMENT. TbeNGAnumberprecededby the words Mami-Dade Cmaty;T 14orwa, amt)llowedbythe 5) Cyclic'Wifid Ptessme Loading per FBC, TAS 203-94 TT' ATIONS C. CALC IL 4. RER_ Test Proposal Na 1-7-0397, dated 05/05117� signed by- Ishaq Clmnd2, P.E_ expiration date maybe, displayed in advertising literature- 1fftyp0AWnoflhe,,N0Aitdispla*_ thenit ihallbe -6) F;rced Entry Test, per FB�C', TAS,202-94 ' 1- Anchor verification calctilatiow.and sirtictural analysis, 001144ing with FBC.-2014, done in its entireq. al�ug With ill� wings and imsta t dimpm. of 1:1� 11a ton AAA Wing glass d=. prepared prepared by PGT_ dated 124911 Saud last mvised an 02/15fl6- s4pied andscaled by Q OTHER LNSPECTIONW: A copy of this entire NOA sball bepzovided to iheusierby-&e mmmikeftueror its divifttors and by Fenestration Testing Lab- lw-, Test Report No. in &448- dated 11104,4 51 siped and NO 1. Notice of Acceptance No. 1-55-121k,01, is� to PGT-Industries, -for their Series shallbe available,fim inspection at thejob site at lhevmpmtof thelluddin_g-4mcial. sealed by Idalmi]s Ortega. P_ E_,(Test teport revised m 011OV16 and 02111116), 2. G,11ting con� wilb. ASTbAF--1 300-09- 115570/27770" VinyiSliding Glass _Door expmg (Reinforced) - L.ALL�­ on 0 44 *`21 11iis NO A revises & renews N_-0A itl#-04 -19. 05 and cousuft of this par I and e-ruideme paps'& 1. E-2 E-3. F-4, 7 On E-5 & E�6 as well as approW docunrmt menhoned above- The 4oc woen%fionwas. reviewed by Ishaq IL Cba n4 PX_ TAs 4 1 Clands, P.E. -L---jjt: hh*ql Chauda, P.E. Ua� 4.1 chwb�do, PX. Q0 _ahmitW duct Control supff Tj P" sor Product Control Vik $apervimr Product Contra] Vmlt Sup'em'ier MAL No. 11-620S." NGA No. 21-0M.03 k No. 21-010-9.03 M NOALIN ExpiratianDatirt April 14 2026 "pry, Expirmt1ton Nte., April 14,1206 CIS 7 Approval 6Xte".varrii A1�104.1 Approval Date: -X&rcj$L2 Aff rotal Datei AUrch 154021 Approval Dati, Alnrch 25� Pat'i I 1E -1 Z, FC,T bulmpjn CGIMUdows and Doors, Inc. PGTLuhmtrkslac� NOTICE OF ACCEPTANCE: EV`lDL3%10E SVTB mlam� N-OTICE OF ACCEPTAINCE: EVIDENCE SUBWTTED AOTICE OF ACCEPTANCE: ]EVIDE-NCE 2. ividence Submitted under pm*ms submittal E. MATMUCERTffl'C.A-TlOiNS(rojifinne) -1. New1vidence Subndfted 5. Quanex Part Sumr Spacerl3tandard complymg withASIM C518 lb�mal Conducth-Jty _4" DRA""rWGS 0_8813,TU4a1hrA:k--FASTMf f,,),49VAr�I-R�Pm-,-ASTMb3985'Oxygm-ftsASW.E A. DRA" GS 7IN 1. Dtawigg No. -AID-5570.0 RevB,, titled --Vinyl Sliding GlIss Door NOA W-, sheds 2190 1. G-_ Durability -No fqg,.Pass� (Submiftedunderprevious X0_4 N-o. 15-0409 05) 1. Drawing No AID-5-".0 Rev B, tifled -Vinyl Sliding Door NOA RW� sheds I I tbrough 21 of 2 1, prepared by nunufacturer- dated I 0,105�1 5 and last revised on -Glm 6mugh 21 of 21, prepared by nivnlacturer, dated IM545 and lastrevised. L 0 1, 1. on ID 12 0442,20, signed adiO wAled by A_ Lynn Nliller, P-E. 11 , L _; Quanex Part Durn CoMpblingL with ASTM. C-519, Thq,%mal Cauductivity 2,9? BTU-inf .". I � SiOnedand sealed by,A_ Lynn Miller, P.E. Cn hr.-Ir--T, AS-IM F 1249 WVIR-Pass,, ASDA D 1434 Awan Pern=nce-� ASD4-E Note Ilds revision consists replacement of same. emsting installation scww with flat head- B� TESTS 2.189 I.G. Dftuability-No Fog, ASTM E 546 Dew � PolitA Devel4nneat -2011F M' 48 - brs. 1. Test repofts ow 1) Air Infiltration Test, off FBC. TAS 202-94 (Subw#&d under NOA IV& 15-046-0.0). 2) Unifofm Static Air Presswe Test, Ixoding per FBC,L TAS 202-94 7- Vision Ex1rusions- Ltd. Parts compbing with PVC-AAMA 303-13, VokWxy-Specification B� TESTS 3) Water Rf sistance Test, per FB Q, TAS 2022-94 for Rigid Polyvinyl Clkmide (PVC) Exterior ProSes for Vision Extimms, Ltd.-VMC- 1 by I., Nour- 4) Imge Misr, I ile, Impact I Test perFBC.- TAS 201-94 AAMA Fenestration Extuior Pmfde Coafficlatim Program- (Subinked under NOAX6. 15- 5) Cychc Wind Pressure Loadipgper­ FBC TAS 203-N 04OR05) C� CALCELATIONS along with marlmd-up drawings and inson djagrainof all ?C7T Industrim. Inc. 8- Vision ExtnWm, Ltd. Pats complyiqg with PVC-AAX,,k 303 43 L -None_ represmWive =Jls listed below and tested to qualify Dowsil 791 =d DowAl 983 1 silicanes, fSuburlfted under.2VO-4 No. 15-0469 05) prepared b y- Fenestration Testing LabWW01y_ Inc-- Test Repwts No.: -Myl C 9- PVC-AAMA 303-13, Voluntar �hknde'(PNTQ EXteriof y Specification 'kf Rigid Pob(j D. QILTAIJTY kSS11 FLAINCE 1. Mami­Dadt DepartMWto`f RqPbtMYaud Economic ReSoMe S OtER)- IETL-7;897,, PGT P%15520 PVC Fhwd Window (unit, 6 in prapoW-), datedV9103114 ftfiles for Vigion. L-0mmus Ltd VEX-1 by AAMA Fenestratton Exter tor Prof& U) FTI,20-2107.1, PGT SGD780 Alimimm Sliding Glass DocT (unk 7 in proposal) FIL-20- Certificatimprqpm 2107.2, PGT Qk740 Ab= Outsmag Casenumt Window (umt 8 k propo&t) FTL-20- 10. Notice- - of Acceptance No. 18-1217.14 issued to Emer gi Feaestra#ori SolatiotL USA, Inc- for E, MATERLAL CERTIFICATIONS, 210,73 PGT PW7Q0A Ahuninum Fixed Urkdow (unit 9, in pMosal)and FIL-2704167.4, P their 'Yan 3040 & light shade (non-whire) Wlkite Rigid PVC Exterior txUvdqns for L Notice of Acceptancei-No. 1*0305.02 L%med toKurarayAnwrka, Inc. f orftv�r > PGT PW7620A Alummum. FDLed Window (unit 10 in pmposal) dated 07113-120, 9 signed -Windows and Doers", expiringonGQ1104,121. "Trusifolt, Ulcmciear, Clear, and Color PVB Qm lnterlayeit"_ expiring on 07,0924- 0 and sealed by Idalmis Ortega� P-E 11r. Notice of Acceptar�ce'No_ 18-012,72.02 is� to Everp Fenestration. Solution, USA- Inc, for f L -if 2- Notice, of Acceptance -No. 17-0808.02 issued toKuraray -America. kc , orthe I f gf=s Rigid PVC Exterior Extrasmins for Mlindows oAdDoati`_ oTiiiqg on "SelaftTUA A (Clear and %ite) Gkss lnterhyers7, expirmg on 07104�23_ CL C. CALCLTLATIONS 02n_8t23_ 3- Notice of AcceptanceNo- 18-1106.10 issued vVision Extrusions Limited for th&�"Browm I I., Anchor Verification catublions and' aa*sis� comply* with FBC 7& -e of Accvptance No_ 2"203.03 issuedto Energii Fenestration Solutm' USA, Inc for 12. Notic Coated (Painted. or Laminated) White Rigid PNTC Exterior Extrusions for-AVindows Edition, (2,020� dated W2P-G, by manufacturer- sigped and wiled by PWP31ed their 'Bronze & light shad# cap.'coaled Ulite PVC ExtAnior Extrusions for and Dow s7_ vqxiring on 0930024. 0 Amthony Lynn NHW, `P.E_ Windows and Doors-, expiring on 044625- 4- Notice of Ac'ceptanceNo� 19-11KII issued to Vision Extrusions Limited for their series I =3 2- Gbzing, complies with ASTMI E 130 -04, -09 -12 and -16. I . "IT 1000t Tan 202 And lighter shade&(Non-AAhft*)'RW1 Cellular PVC Exterior _0 D. QUA.L111'r ASS%7RA-N,-CE F. STITEXIENTS Extrusioin for Windows and Doors-- eqAnag = 12)2912 1. 0 M, =,_Dade DqMtMMt of Re Wbtoq 2nd &0nomiC RM=es XER) -(20201, dated 042220. issL by 1. Statenamt letter of conformance to 1FBC 71ffi Edition ied L_ CL signed and sealed by -Anthony Lynn Miller, P.E. F� STATEMEINTS E. MATERL4L CERTIRCATIUNS 2. Statemmt letter of no financial interest and Of independent, issued by mamYf=fiirer_ dated L Statment letter of ronfmmance tG YBC­ 76 Edition, (.2020), dated 0-101,21, issued by L Notice of Acorptance No. IL"30-5.0-1 issued IoKuraray,America, Inc. fortheir y Lynn Millff, 04/18)--) 0, s�gaed and sealed by Anthou P.E. manufhctiwer�, signed and sealed by Anthony Lynn , RE.' miltff "Trosifolt, Ultradear, Clear, and Color PVB Glass InterlayerV V=9.01n 3, dated 0150J15 andsigned by all Private Labeling Agreemerit document between PGT 2- Private Labeling Agreement dated 03�OV21 between PGT Industie:k 1w. and CGI (YT%24_ imvolved partim Windows and Dows Inc- signed by Dean M. Ruwk-, PF-., V.P. Engineming. on behalf of 2, Notice of Acceptance No ' 17-080&02 ismied to Kuraray America.kc,. forthcir bothcompanies. -Sm"rGhst (Clear andUbte) Glass Interlavers"r on-07104123. expmw G. OTHERS 3- Notice Of Acceptance NO. 18-110610 issued to Vision Fxtmsipm Limited for th& ,*Brown. '%%be L This NOA reidses NOA# 17-04-10.06 (PVT w[CGI) and updates to lFBC2020 (77*.Ediliou), G. OTHERS ­0 Coated (Painted or Laminated), Rtid'PVC':]Exteiier-E-xft-usions CXPU'wg 1� �119&1N,OAr"ises &renews N0.020-04 AS(PLA-W��expirimgWl for-%ilindaws and Doors7'. expit* on 0950,274. 2- RER Test pmpo-..*, #19-1155 dated 0 1.1 IWO approved by IshaqI_ Clianda- P-E.,eViring 2. -Me emsent associated PLA CGI file #21-0205.01, otp� 04/1+26 0 4- Notice of Acceptance No. 1.&11016.11 issued to Vision Extrusions Limited for their 04114,021. UJ sleries " VE 1000 Tan, 201and1oter shades (IN ou-XVIft�)Rigid Celd, WPVC Exterior Eimsions for Windows Deffe'r 12,129P.I. 7 and aqiring on < 1SlkAqL.,CkoAda,, kX. , Ishn'4 1:qnuda. px� Z a-a-4 1 (lazaa, PS. Product contral uoh supmilsor Produd Cowmal t�ik Sup�r&.r Z Pr6duit'Coutrol Unit Supftmrwr Nak No. 2l-00_9-.DX --o, Z1-02055.#3 WA 7% < INOA NING. 1.1-82&5.03 Aprill.4.2016 Expiration Date: April 14,2016 Txpjra*4l)au t April 14,,:-926 4pro-val Date,-,A"rV1 2;�!021 AppT6val Dilc*.- 14 arth M. 2011 (L Approval Daw Alarelk 25-, -.1621 E-C SHEET NO. August 10, 2022 PA 1.4 N CD N U >O l+iliAMDiADE M1AMI DARE COUNTY p PRODUCT CONTROL SECTION Cast -:Crete USA LLC Cast -Crete USA, LLC Cast -Crete USA, LLC (D � .o 2 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street; Room 20$ .+-' N BOARD AND CODE ADM NISTRATION DIVISION Wami, Florida 33175-2474 T (78b) 315-2590 F (786) 3 z5-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED N{iTICE }F ACCEPTANCE. EyIDENCE SLIBMITT ED N[ITICE OF ACCEPTANCE. EVIDENCE SUBMITTED U -a) (n i OTIE ACCEPTANCE �N��� rfw}Ym►amidade.aov/economy O U C O -O -Q Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605 04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 � O — •s-- N 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 �• = 0 �S Selmer Florida 33584 ,K 1. Drawing No. ;F'D46I2, titled Precast rxtad Prestressed Lintel Details , sheet 1 of 1, g 1. Drawing No. FI4612, titled Precast and Prestressed Lintel Details ,sheet 1 of rs I. Drawing No. FD46X 2, titled Precast and Prestressed Lintel Details ,sheet 1 of L. � • — _,_, prepared b Crai Parrino, RE, dated March 24, 2003 and Drawing No LT4612, titled y � 1, prepared by Craig Parrino, P.E., dated' March. 24, 2003 arid Drawing No_ 1; dated 0,1124/03 and Drawing No. LT4612, titled Cast -Crete 4 , �i c� 12 4-- � O > SCOPE. isN` r, „ .. ;� "Cast -Crete 4 , 6 " & 12 Lintel Safe :Load Tables", sheets I through 3 of 3, prepared by g P ,, LT4612, titled Cast -Crete 4 , & 12 Lintel Safe Load Tables , sheets I Lintel Sae Load Tables". sheets I through 3 o 3 last revision dated 045112114, all , g , . — � O " N N . . This NOA is being issued under the applicable rules and regulations governing the use of constriction materials. 8 PP g � P. .dated March 24 2003 last revision i#1 dated April 2003 both Craig Parrino, E, , p through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2403, last .� . ,� signed and sealed by Craig Parrino, P: E, fret 08/19f14. prepared, � � L _,..� t2 C • — � O cC3 �- The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P,.11., on � CU y-- +.• � � � Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012, B. TESTS .� iA• � 1. Test report on flexural testing on 4 ", 6" ck 12" Precast Concrete Lintels Filled and B. TESTS L None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, perASTME-529-94,,prepared 1. None. C. CALCULATIONS Section Miami Dade County) and/or the AHJ in are other Miami Dade County) reserve the ri ht to have (In Ca ty) an r ( as than ty) g Research Laboratories Report No. 30404A1 dated 04110103 signed and by Applied Re ear , p , � gn 1. Calculetionsfor Cast -Crete Lintels, dated d8/1�'i2D14, pages I4.2111 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in; the r sealed by Christopher A. Hamon, P.L. C. CALCULATIONS prepared b Craig Parrino P.E, signed and sealed b Craig Parrino P.E. P P y , , bn y g accepted manner, the manufacturer will incur the expense of such testing and the A14J may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE ' . i- This acceptance, if it is determined' b Miami Dade Coon Product Control Section that this product or material P Y County P r Cast -Crete Lintels dated 05129103 20? a es prepared b - Craig 1. Calculahonsfo C , p 8 , p pile y S D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER), fails to meet the requirements of the applicable building code. Parrino, P.E., signed acid sealed by Craig Parrino, P.E. 1. By .Miami Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity HuiTicane Parrino, P.E, signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. I. None. DESCRIPTION: ( Cast -Crete ) 411,611 & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER. . , „ APPROVAL DQCIJNIENT. Drawing No. FD46I2, titled Pretest and Prestressed Lintel Details",sheet 1 of 1, revised on M I. Quality System Manual r Cart Crete Machine Made Precast Lintels rev May 1, � ty �' .� F. OTHER 1. Letter m Cast -Crete I%SA Inc. elated &11912(! 4 signed and ,sealed b Craig ,fro0 .t , gn a y g prepared by Craig Parrino, P.E., dated March 24, 003 and Drawing No. LT46I2, titled. Cast -Crete 4 , 6 & l2 " 2002. Cast -Crete ratio dated February 03 2012 signed and sealed 1. Letter from Cirst �'re Corporation, i n, y gn Parrino, P.E. certifyingcoin liance with the Florida Building Code 2014 Edition. a , , P g r „ s Lintel Safe Load Tables sheets I through 3 of 3, prepared by Craig Pampa, P.E., dated March 24, 20U3, last 2. Cast -Crete Quality System Manual or Prestressed Products dated 2002. Q �' y f by Craig Parrino, P; E., certifying compliance with: the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Pairing, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant I. Drawing No. FZ74612, titled "Precast and Prestressed Lintel Details`, sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturers name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. L74612, titled 1. None. B. TESTS County logo. "Cast -Crete 4" 6" & 12" Lintel Sae Load Tables", sheets I through 3 o re b f ,f 3, prepared g p P y 1. None. . Craig Perrino, P.E., dated March 24, 2003, tact revision dated March 11, 2008. B. TESTS RENEWAL ofthis NOA shall be considered after a renewal application has been filed and there has been no L None' C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. g PP g g y g P P B. TESTS 1. Norte: TERMINATION of this NOA will occur after the expiration date or if there has been a revision, or change in the 1. None: C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1 None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. B Miami -Dade Count), Department o Regulatory and Economic Resources y h P f 8ii ry (RER)• mi any section of this NOA shall be cause for termination and removal ofNOA. I. None: D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Mi ni-Dade County Department of Regulatory and Economic Resources (RER). I. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety, E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 ,Edition, issued by Cast - shall be available for inspection at the job site at the request of -the Building Official. 1. None.. Crete USA, Inc., dated 08108.117, signed & sealed by Craig Parrino, P.E 4 This NOA revises NOA # 19-0 30.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E and � � �- - W E-5 as well as approval document mentioned above, The submitted documentation was reviewed by ny A. Makar, P.E., M.S. eliny A. Maker, P.E.,1tI S. elmy A. Maker, P.E., M.S. 67,111elmy A. Maker, P.E., M.S. c� Heel Pra uct Control Section Supervisor ProLuct Control Section Supervisor Product Control Section Supervisor ritahiz t �covt�7 Y rl NOA l No. 20 0630. s Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Bate: 09/1112023 NOA No, 20-0630.15 Expiration Hate: 09/11/2023 N a a��2o�2eZ� Approval Date: 0820/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: a �' Pagel E-1 E-2 E-3 d ; � d C C.� .Q CJ C7 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. L None. B. TESTS B. TESTS U) 1. None.. L None; L. C. CALCULATIONS C. CALCULATIONS (D 1. None. I. None; D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS �..r 1. None; 1. None. (V 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, F.E. _ co 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - A. DRAWINGS Crete USA, Inc., dated 06111120; signed cite sealed by Craig Parrino, P.E. d 1, Drawing No. FD4612, titled "Precast and Prestressed Lintel Details `, sheet I of L L 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12"Lintel Safe Load Tables", sheets I O Q through 3 of 3, prepared by Craig Parrino, P.E.., dated March 24, 2003„ last 40 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E. on 0 Janumy 22, 2019. =3 B. TESTS I. None. C. CALCULATIONS Q 1. None. D. QUALITY ASSURANCE. �J U CIO m 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL !CERTIFICATIONS � Q 1. None.. CL I— F. OTHER. I. Article of Conversion for a name change. © L S� W C41elmy A. Maker, P.E., M.S. kill Helmy A. Maker, P.E., M.S. � 2 i Product Control Section Supervisor Product Control Section Supervisor Z NOA No. 20-0630.15 NOA No. 20-0630.1.5 Z Expiration Date: 09/11/2023 Expiration Date: 09111/2023 Q Approval Date: 08/70/2020 Approval Date: 08a0/2020 J E-4 E-5 11 SHEET NO. August,°, 2022 PA 1.5- I I L I ECO mjZ�- TILLIT TESTING & ENGINEERING CC I --, - WAT,THR A. T7LLrr, JR, F.E. ef.v 21N.�@ I ItCOrn ' 44'.r IEL C� 1�- M, W06709 PRODUCT EVALUATION REPORT IMPORT NO.- 20-072S.D11 DATE: July 28,2020 PRODUCT CATEGORY: Shutters PRODUCT SUB-CATEGOft Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: QW11:11111-ftillidwalLr�� 1 4600 S.W� 51 Street Cleve, FlarldaM314 I.PURP-OSEOFE &LIAnON, , This is a Product Evaluatiorl Report issued by Waiter A. Tiffit, Jr., P.E. ($ystem 10 # I 906) to the G lobal Protection Products, LLC, Rule Chapte r No.. 01 G20-3, Method I D of the Florida Department of Business and Professional Regulation - This produof is being Issued an Evaluation Report as described herein, and has , been verified for compliance In accordance with the 2020 Seventh- Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent.to that required by the Code. , I . This Product Evaluation Report shall be subject to review and revision In case of a Building Code Ichange that may effect Its limitations and conditions 2- EVIDENCE SUBMITTED; 11. PNDU9T EVALLIAT-10N-DONC-QM,"TjP.EM,U Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL7, sheets 1 thru 26 of 26 prepared by'rilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P�E.; dated 07128/2020. This drawing is an integral part %Vulis Evaluation Report, -,"'I'l,"a"A V""', �W.'-Or , .-I 'EN se . �- tj04 44167 � . I * - 6355 NX 36th StreetSuite303, Miani, Florida-33166-Phorie: (305) 871-1530- game& -am. fliil�MWPANEL 5K)WN MON 11HI$ TPROOV"CTEVAL"VAT'VON DOCUL404 (P,CD,) RAS RDEN VERIFIED FOR CPAFUWfCE IN ACCORDWOC WITH THE 2020 Uth EDITION) OF THC "IDA SURDIN4 CODE, DESIGN WHO LOAM SHALL BE DETEENITNED As PER SECTIEW IM OF THE Asow MENTIONED Com FOR * WIND SPEED AS RMARM By THE JUP450MIM WHERE THESE SKLIMRS WAI SE WrALUED AND PON A DIFNECTIONALRY FACTOR Kd-0,85. USING ASCE 7-16 AMD VDALL NOT EXCEED THE MMOAUM (A.S,D) OESON PRESSURE RATINGS INDICATED ON SHEETS 7 THARP 12. 16. Ili, 16, IS & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, IALTIMATE DESIGN *No LOAM DETERMINED PER ASCE 7-TS SMALL BE FIRSE'REIAMO TO &SO, OMON VAMP LOADS By MULMY90, THEM By 0 6 IN ORDER TO COMPARE TWEX W/ MAIr, (ArSt') OLSON PRESSURE RATINGS INDICATED ON SHEETS 7 THRV 17, &A, 1% 16. 79 & 20 IN ORDER TO VERIFY THAT ANCHORS ON TAM P E V AS TESTED WERE WE OVER STRESSED, A = INCREASE IN ALLOWABLE STRESS FOR WIND LOAM WAS ML MO IN THEIR ANALYS[S. FASTENERS SPACING TO V0000 HAS SEEN DETERMINED AN ACCORDANCE iWYM ICO.B. "18, STORM PAWS ADEQUACY FOR IMPACT AND WIND MISTAKE HAS SEEN VERIFIED, IN 0=10FECIANCE WITH SECTION 1626 OF IRE ABOVE MENTIONED CODE AS PER HURRICANE EMONEERING 4k TESTING INC REPORTS 96-Mg. SIE-670 & 96-730 AND FENESTRATION TESTING LAO WC., REPORTS #2032 AT 02126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203. AS WELL AS AMERICAN TEST LAO Of SOUTH FLORIDA, REPORT #021COI-09, ASPER Wi 201, TAS 202 AND TAS 203 SrAHOAJROS� 2 ALL ALUMINLAO DTIR)SIONS 10 8C 60I ALLOY AND TEMPER, (UNLESS OTMtRMSE NGNEQ). SEE SHM I I ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-HI4 ALLOY. A ALL SIM SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY SIM ASTNI A-65� GRADE W MWAAUV G-W GALVANIZED STEEL CESIONXTION W/FVw $64 kv, (AFTER ROLL40). 5� ALL SCRM TO BE SEAMLESS STEEL X4 OR 3.15 ANI SERVE OR CORROSION RESISTANT COkTED CARBON STEEL AS PER DIN 50016 W/ 50 k0i WED STRENGTH AND 90 k2i TENSILE STRENGTH Ak SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2A',1,3.3s, 6 BOLIS TO BE ASTM A�W, GALVANIZED STW� GO AR�l 504 SERIES STAINT,Css� ISTEEt, WITH ZS " NWHKMA Yro,D STRIDIDTH, 7 MMIRS TO WALL SK14L BE AS POLLOWS' (A) MJX�W JVjXk-qQNrfflDrE - I /4's TAPICON ANCHORS AS A0,04UPACTORED BY i-TW EYWLOFA� ERC� (EA0- r.-31 W 9,.i ) � ,/41 0 0 VS` CALK-04 ANCHORS, AS MANUFACTURED BY OCW&T INC, (MIN. V-30013 p-i.) - I IeO * 3/4' SOUO-SrT ANCHORS, AS DISTRIBUTED BY ALL POWT SCREW, BOLT At SPECIALTY CO. (w", ,It. Ps.4.) - 014-10 PANELMATE 11MALE to & PAWLMATE PLUS ANGHORS� AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCT--, - ,(''.111.) M f;-A35O P OF TAP-GFRP AWHORS, 05 MIANUFACTURED BY 'TRI-FASr CORPORATION V.-J60 p-.J.) A.1) WN"MUM EMBEDMENT OF TAPCQN ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4'� 2' FOP FANIELMATE FE"k 0 AM PANEMALT-- PLUS AND I 1/4- FOR CF TAP -GRIP ANCHORS. A.2) CALK -of & SOUD-Srr ANCHORS SHALL BE CwRE,OoED T�B` WED THE, PoPMEG CONCRETE No ENDSOMENT Wro STUCCO SHALL BE PERMITTED. Ile -20 SCREWS USED SHALL SC 1 1/2� LONCI MRWUMI SUOULD STUCCO ";ST. s;� M OR ALL IN SC W/O HEAD, AID 11� MWMUM FOR WALLS VKM NO 1,VO- ANQ MAY BE qEADEQ SCREWS READED REWS BUT WITH WING NPITS A, 3; IN CASE THOIT "ECAST SIOKE� PFECASI CONCRETE PAWLS, PAVERS� STUCCO OR WOW BOARDS BE FOUND ON THE 00$EINC WALL OR FLOOR, ANCAORS SHAU BE LONG ENOUGH TO REAC* THE MAN STRUCTURE SEENIND SLICH PANELS, ANCHORW $HALL BE AS MENTIONED Ift AJ) AMD IN A,2). (a) M1MMK-QW&XX.QQ6�- . 1/4, 0 TAPPON ANCHORS AS MANUFACTURED BY I, I W BUILD", INC, - 4/4 I. . 7/4' CAX-44 ANCHORS, AS MAWFACTURED BY DOWALT jMr- JNPL T't-fEEW Ps i) _ I /,� X a/117 SOLID-S-T ANCHORS, AS DESTROYED BY ALL POW SCREW, BOLI & SPECALTY GO, (MIN, f'g-HRID P..1) - 1114-0 PANELMATE FEMALE W AND PAWLMATC PLUS ANCHORS, AS MAN UURED LEE EUCO CONSTRUCTION PRODUCTS PAW, r-2071 P,*I) 0i - � 14 0 Cr TAP-GPIP ANCPIORS� AS VANUFACIVRED BY TRU-FA%I CORPORATION -I .4aO l SI) MINIMUM EMBEDMENT Or TAPCOV ANCHORS. FLCC PANELMAM AND OF TAP-ORIP ANCHOR. INTO THE '... BLQEK UNIT 9MLj BE 4 1/4-. $ 1, 92) CALK-W & SOLID -SET ANCHORS SMALL BE EMBEDDED 7/4' INTO lot CONCRETE BLOCK PHP- NO EAA� Z- .1 K _M " INTO $TTFCOO.,SHAU� BE FERMETTID� 1/4' 0-20 SCREWS USED 1"ALL BE 1 1/2' LONG MWINIUN 2 ,a ­00 IEAGT� ANO I MINIMUM FOR WALLS ifATH NO STUCCO. � -q�_ PROD LLYA���iL 2 22, TW REPORTS; Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 0810911096, #96-570 dated 09118/1996, #96-T50 dated 09/2011996, all three signed and sealed by Hectior M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports,# 2032 dated 0411611998 and # 2126 dated 1010611908 witnessed by Gilbert Diamond, P.E. and Report No� 0219.01-09, dated March 4, 2009, sighed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile lost report No. 9CM-197 by QC Metallurgical, Inc,. dated March 13, 200% signed and sealed by Frank Grate, P.E. 2.1-61-RUCTURAL F-NOIJINEEWRO - -C�19M�% On 20 Gage G2tvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maxirnum 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'niteco, Inc., dated 11103108 and 03112/15, signed and sealed by Walter A. Tillit, Jr., RE. 3. MISSILE IMPACI RMISTANCE: Large missile Impact under section 1826 of the Florida Building Code, as per TAS 201 Protocol. 4-!WND LOADS."e ISTANCE: 20 Gage Galvanized Staef Storm Panel has been verified to sustain wind pressures. Maximum Panel lengthshall be as indicated on sheets 8,10, 14,15, 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1, 14, 15, 17, 18, 1% 20 26 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, 5- STALLATION.- Installation shall be peTformed.strictly In accordance With details indicated on sheets 3 thru 7, 1 0 thru 20, 23, 24 and 28 lot 26, of Product Evaluation Document (P,E,D.), drawing No. 20-176, Minimum separation to glass shall be as Indicated on Sheets 8, 14,16,25 and 26 of 26, of Produld Evaluation Document (P.E.D.), drawing No, 20-176. . 8 Z) W CASE "; PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCOU OR WOOD BOARDS BE FOUND ON THE METING WALE, ANCHORS SMALL BE LONG 040VON To REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, AN04MAGE SMALL OR AS MENT04ED W SEI) AND IN 8-2). (C) PLA N - -*%' Ij?49TVWTAP= ROD. INC - #14-iO PANELMA11 FEMALE 10 AND PAWAIATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCIVCH PRODUCTS - 1,%* LAG SMY6 PER W". - 16'0 v 5/W WQQ0 SUSHM AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY VD� C 1; #W1uUM THREADED PEWTP*TGN INTO WOW CIE TAPrON AMMONS SO" BE I llr AMC e FOR VLM PANMOATE KUS AM PAWIMIK1 FIEMA.1 IM C.2) MINIMUM TT49EAM PENETRATION Of LAO SCREW, INTO THE MFTMLWP SHALL BE I , 1/2", NO THREAM PENETRATION INTO STUCCO SKAU BE CONISADERED AS PAW IRIED THREADED PiPsErRATION. C3) wwwum EDGE DISTANCE OF LAG SCRIEWE� INTO Woor; SMALL BE AS "NOICATED IN THIS DRAWING Cs) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/0', 1/4- 0-20 SCREWS USED SMALL HE 1 %/2- LONG MINIMUM SHOULD STUCCO EXIST, AND 1* MINIMUM FOR WALLS WITH NO STUCCO. C. 5) IN CASE "I PRECAST STONE. OR PRECAST LAO ON THE EXISTING WALL, ANCHORS SHALL BE LONO ENOL04 TO =V��Z01111sm"Vo ANCHORAGE SMALL at AS utwIONED in It. 1), C1) a C 4) (0) ANCHORS SMALL BE INSTALLED FOU.0WINC ALL OF THE RECIAMENDKTIONS AND SPECs`TCATXWS OF THE ANCHOFeS uANUFA=UWER a, PANELS MAY ALSO BE ENSTAU.W HORTHWITAILY fOLOWINO WALLAM DETAILS SRO" 09 SECTION S THRICAIGN to (SHEETS 4 "WOR 6) EXCEPT THAT HEADEF15,0 & Q SHALL NOT BE NEED. 9 11 SHALL BE IMF. RESPONSIBILITY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS Of THE SORUCTURE WHERE SHUTTER Is TO BE ATTACHED 10 INSURE PROPER ANCHORAGE. THIS SR,MrR SHALL 0141Y BE ATTACHED TO CONCRETE- BLOCK OR WDOD FRAME EANUDINGS, to. CACH nOULAR STORM PANEL NET ,14 LENGTHS OVER IV-$ THROUGH 12'--e. AS PER SECTIONS 6, & A & 10 AND ALTERNATIVES ON, SIM & IOW ON SHEETS 1$, 6 & 12 RIESPECTIVELY' SHAU. H" A LEGIBLE AND READILY VISIBLE MARKINC INSTRUCTING OWNER OR TENANT TO SECURE PANELS WITH APPILKCABLE REINFORCEMENT OURING PERM OF HUFNNC� WAPNW� 1 1 THE NSTAUATION CONTRACTOR IS TO SEAL/CAULK ALL "TEER COMPONENT EDGES WHICH RD" 44 CONTINUCO-5 CONTACT WITH THE BUILDING TO PREVENT VND/PAW ArTRU90N, 12� STORM PANEL INVALLAMN SMALL COMPLY WIN SPECS INDICATED IN INS DRAWING PLUS ANY BUILDING AND ZONING W-ruLATPONS . . ROWXP SY THE JURISDICTION WAM PEAME IS APPLIED TO, 13 (a) THIS PRODUCT EVALUATION DOCUMENT [P,FOr) PREPARED BY TIMIS ENGINEER IS GENERIC AND DOES NOT, PNOVIDE 14FORNINDOR FOR A, SITE SKCIFTC OROJECTI Is. WHERE !HE SflrE COMIATIONS OrOATC FROM TWE PAD (T) CONTRACTOR TO BE RESPON515M FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LWE SAM OF THIS PRODUCT BASED ON THIS P-ED, PROVIDED HFVSHE DOES NO DEVIATE FROM THE CONDITIONS DETAILED ON ING DOCUMENT CONSTRUCTION SAFETY ALT SIM 15 THE CONERACTOR'S RESPONSIBILITY, (t) THIS PRODUCT EV"AnON DOCUMENT Wfi,t BE WNSAPERED WVAW if MOORIED. (d) SITE 9`1ECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REDISTIERED ENGINEER OR AFRICHTTECT WHICH WuL BECOME THE ENGINEER or RECORD (E.O.R-j FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROM USE OF THE PS P ENGINEER OF ROPOED. ACTING AS A DELEGATED ENGW.SR TO THE FIX4 ENGINEER, SMALL SUEW0 TO THIS LATTER THE SM SPECIFIC DRAWINGS FOR REVIEW (s) INS PT-o SK41 OEM THE DATE A-40 ORIO*AL SM AND SIGNATURE OF THE PROFESSIONAL ENGINEER Or RECORD THAT PREPARED !I, 11. SHUTEER MANUFACTURER'S LASa SHALI. BE LOWED ON A= VISIBLE LOCATION AT STORM , PANEL SAMS IN ACCORDANCE WITH SEqPCN 170.9,3 OF BUILDING CODC ONE LABEL, SMALL M PLACED FOR EVERY OPENINO, LABELING TO COMPLY *11#4 SECTION I 7001.2 OF THE PLORKA allILOWr, CODE i JIMINI - I Ir'.. ft, � � nMJCTXYAt&AjWff-Aj?QRj -N0,-2j_-k=ji I 6. MAJERIAL CHAWTSBISTIAMAN ,.,,,-,D PECIFICATI ,,,,,,,,, Shall be strictly in accordance with General Notes and Components indicated on I , I sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No-20-176. Anchor specifications shall be as,indicated on sheets 1, 7 and 21 of 26, of Product Evaluation DoqiUr60nt,(P.ED,), drawing No. 20-f7e, I 7. L LTATIONS AND CONDITIONS OF 7�1. Shall be strictly in compliance with General Notes No. 1, 8-thru 14, indicated , an sheet I of 26i as well as General. Notes# I thru 4,anl 1 1 tbru 16, Indicated on sheet 21 of`26 of Product Evaluation Document (P.E.D.), drawing No. 20-170 prepared by Tilteco, Inc. and signed arid sealed by Walter A. -rdut,jn, P.E. 7.2. Product may be installed within HIGH vELOr,ITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code- 7.3. Product shall only be installed into poured cofhcret% concrete block, and I wood frame structures. Product Evaluation Report prepared 1byWalter A. Tillit, Jr.. P.E� f Florida License No. 44167), President of Tiltafoo, Inc. (Florida CA-0006719). VVATV-L D:E TILTIECO ADMON RECORD,S � P. S. RFPCIRT�20 � GLOAAA, PROTECTION PRODUCTS, LLG � 20 GAGE � GALVANIZED STEEL $TORM PANELE DRABS A M-f74 � REPORT # 20-OnS.01 /I- - - T MOO imc\\-�, TiLLIT TESIING & ENGINEERING CC I -.-,,. --, ---- - . - . .. ..... -, WALTER A. ITCLIT, M, P1. III .Co. ER'r 44 IT -ODUCT EVALUMIM REPORT mz FLE"A' LioMr., _,I._ nNEIJ9 REPORT NO.: 2"727.02 DATE: July 27,2020 PRODUCT CATEGORY: Shutters PRODUCT SIJIB�CATIEGOIRY. Storm Panels PRODUCTNAMEi 24 GAGE GALVANIZED ,STEEL STORM I I PANEL MANUFACTURER. Global ProtectlQjn PWdjMgtL= 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Waiter A. n1lit, Jr., P.E. (System ID -# 1906) to the Global Protection Products, LLC,, Rule Chapter No, 61 G20�3, Method 1 D of the Florida Department of B ustriess and Proftss,lonal Regulation, This produqt Is being issued an Evaluation Report as described herein, and has I I I I been verified for ,compliance in accordance with the2020 Seventh Edition ofthe Florida Building Code, and to verily that the product is for the purpose intended atleast equivalent to that required by the Code. This Product EVEII(JetiOn Report shall be subjecit to review and revision in case of a BuIldirg'Oode charge V,W may affect its ,limitations and conditions , ,2. B9DIENCE SUBMITTED: Z1, PRODUCT EVALUATION DOCUMENT (P.E.b.) Drawing No. 20-175, titled "24 GAaE GALVANIZED STEEL STORM PANEL', sheets I thrul 18 of I 8 prepared by T liteqo, Inc.; sighed and sealed by Walter A. Tillit, Jr�, P.E.; dated OW2712020. This drawing is an intepoinvi, li"UP , Evaluation Report. m ,- . , � ,�o ,,,,,, �'�, Z/ I -�,,-� ;- k',,. . .I. '.. ., , ,..-- . E -�A. 1 � I I I- I � ��- -11, - - 1 I 1 167 . 1, i � - -2/ , -' r :* = ., , / - * � = I/ / , a-o'- 11 Z 11 STATE 0 . , , ' -P" A . .1-1 -o'.. I- �f Z lk 0,�,-.- Z on V, ., , *� e . ....... 1. �� ". .. 6-355XW. 36th Street SuilDe 105,Mivari, Florida 33166 - Phone: (��) 871wl , AN Q 11 -1531 tof!jIlHoll I I - --- I I - COME!2NENM FOR REQULAR & UFE aAFEIY MEM EMUS (SCALE 117-1") I---,- ----- ---,- ------ "' -----------,1S�I9S- (IDEAL. %VIM)- - --------------- - - -----, ---, I 1-111-1-1- ------1-- J& � ------------------12,3OW oEFrECTP,r W074r'-'--'--------'---- - .------,- i I � I � �-.--.,--,-----6 114, -'—"-'-'----- � i i . � F-111kv- - 1.3fo-, � � �-Wo* ! .r------ - I I',, r-"r-7 , � I �,rN �, i �� , -.1.35o'- - � I I , �1' '. � - - I - , ------- T . - I - � - �, -'��#`Z'�- /j� , . Q.ow uw� THICK "0140 I , , . " t -tk -s, CAUIVIU07 STEEL ME - , , 11 / I 1, , , 3 T,1P -75j, " 1�1 I /! - , F - - I , , , "' �,,,."I = y I , :b! I- - 1-b 2.0601 I ASM *-S" 21 2 , TYIP. I -HEMMED I DRAPE 50 MWIMUM, MAPL J 1�� - :-- t\ ,�,.EOOE O-W CALVI * , _ , I / , 48 1 :%� 1- --------------- � - , , . � L- . .. - . I � 11 11 ----------- 0 =ft2MEL . __ ,,,,---i4 - i ,, 3V - ,� 11 � F.iw ----- - " �� tu�ll 01� 11 I" � .. I -- -] W/ Miwlie7liwl- I 1"'�,-' ,- -', 4, i i �Iool I it 4 1.2 1 SW . ,- - S I - - - �All" ,-�� I : I - I , - , ,�' "-:�,-' 1O.W 3.37V' .100, I - - 11 . I - .Dlir I . `,6, I.W. --- � .. - I � , - . 1 11-2 � , - � , ISOMUKIC )UVN DEWL A L- / I L-2.�P�l ROUNDED CORNER 0 ENDS Or PANEL'S -& END UP W/ HEMMED EDGE (Wts) q) nLMAM I * ------ I - --I VAR, I SEE DET. � . i - � ; � i = - f--! 1/14 A, V14 T I r � , � ; I fm ; i � � t� 7.PDO- , N I � � � I i � -- MIft- W arse : � L- ..... .. I- -L--=TAT1 � —21DOO . --- I f � @ 2"X7"XI X ALUMINUM ANGLE @ *T—MAM (TOTAL WDTH)- ------- -,,--,---, -6,2W-- ---,------; I i i ��,, 0030' MEN. BACK --I jw-� ,�11- IMILVAIKEED SM I , " 4 - ASIA, A-5W J , ! CONfEasma ww-r` , I G� . . I - ' 1 � - , KTAIL 1 1 ,1 11 I , 48.6 IDIA-i[p),471 'W . r", - ag �7--�*-,03-& f I I- -1- ,,, " MUD 4 I , i t I i 21PRO, I'SDO* , I � 11 ! I � JL-- - ". 7 : I 1* , 7 � . , . ; --1 1-1-11.1- 5 " "-------1- -1 � - - J,sw - (�) ANGLE (R ANGU NTH STUID *,344' �W -7a ED" .isw .374 � ' � , DOW I----- -9--.i - �' I- '- � I .' - � I � - -. 11-- F '­ ( - 1. 1, s7s�* 1 � � r _ I 1 ,025' � _ 270% 4 - __ _!%: 'k � -.1 I 1. i � - E ,?,* � . - ---:�10` I r .053' I's �093. , f I i � �: I I 1 .41 � �- � L _1 � I . I - A" AA"* I ; L-s.- f. No -- 2 Ooo�_ (�) KEY 14OLE WASHER ;251i, I -0031 -;� (�) !E:-W(Z MAE 0ou" (MI � �-004* GALVANIZED SrEma- 1 'Ir .,4,', 1 "000011601% I I " � - - .A �Al I A- flu . AI, I, ,1 , A �� ........... ,i I � V.-,` & . * . - , I ,,�, i ;1 - - - ­ I ,O , I I n - L, �P?Ils, .��o -1 I � n,L � .��Oj*e � Ir, 1. 11 � _8 ' .\ +3 -1 , _-i 4 7 " u — Z - w 4416 , I , .37S, )"--k4f , . -*f , I -- * - . -- --I !, - - . I : " NICKEL I - " CM �$ - ... STATE Of A IR� - %. q,j,--. qo , . - - S � low-i , , ME or"Mr, lln� - �,, . 7VL%0 WTMG MUTY 0 KEX JIM '%�. , rj,-... - - iWll-4 AT EME %;,.""'70 ---- 4MMPWA.v� on "No M W/OVT "His" I - WOROUTHIC WASHER W/ AOOAXWNL - IYWO.3132' WASHER (SIPANUMS I SPT1 04 NICK11. PLATED SIMI 4�L WLA/VOLkUftft0t� 1t4* ,m- , j I'm i-, -L ­1 - � I , 7- 1 .- I., I - I L -f- -.--- ITTP4 (9 wim-ma - 760`� 23* ,�:,_ _ I_ , l4wl I , L __ , f ' - S,tL � GED - 12 11. oz. � I -- ;�L-�i ' 1 ,0$9- IRE _MAIL I j_12Ss =_� � NO 7"W". 11n, bm�� , � - I I , Z - PRODUCIEVALUAnONREWPET NO. 20A721. 2 2ZMT REPORT%, Larga.missile Impact iced tests were performed under SSTD 12-99 standard as per section 1609,1.2 of the Florida Building Code. Uniform static loads asper , Section 17().4.8.3, per ASTM E-330, Test reports prepared byAmorican Testing Lab of South Florida, ROpert* 0814.01�-01 dated 03111102 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P,E. and Report No. � 0219-01-09, dated February 25, 2009, signed and sealed by Edm,undo Largaespeda, P. E. and, Henry Hatte m, P. E. Large missile impact and cyclic loadings per'Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123�D`1-1,0, dated Nbvernber23, 2010, signed and sealed by Jurto E. " Gonzalez, P.E, Tensile lost report No. SCM-198 by QC Metallurgical, Inc., datisdMarch 14.2009, signed and sealed by FrankGrale, RE, as perASTM tii-Ei and Tensile Test as per OC Metallurgical Report No, I OKM-1 318, dated December 1, 2010 signed and sealed by Jerry Jacilofano, P.E. as per ASTM E-8. "I I I-- - -... - I I On 24 Gage Galvanized Steel Storm Panel for maximum Panel length vs. design wind load, as well as maximurn anctiCirspacing vs. design wind loadand panel length based an rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Col.culationspr,eparedbyTilteco, Inc., dated 12[181110 and OW27113 (for this revision), signed and sealed by Walter A. Tillit, Jr,, P.S. . I WAILE WIPACT RESJI"�CE; Large missile Impact under section 1609.1.2 ofthe Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4, UND LOAQA RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel lengthshall be as indicated on sheets 3, 9_10, 1 1, 12 and 17 of I& of Product Evaluation Document (P.E.D,), drawing No. 26-176. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, I 00 1, I 3 thru 16 and I 8 of 18 of Product Evaluation Document (P, E.D.), drawing No. 20-175. 24 Gage Gai�jnlzed StealStorm Panel has been Verified for o6decompliance, to work as a non -porous storm shutter assembly, as per SSM 12-0 Standard. ERMICTEVALUkTiON XPORTM 19-0727.01 1 1 -5-INSTALLAITION: 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. 20A7S.. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 1 5, is and 18 of 18, of Product Evaluation Document (P.E.O.), drawing No. 20-175. C D Sf!ECCIFICATIONS: Shall be strictly in accordance with, General Notes and Components Indicated on sheet I and 2 of 1 8, of Product Evaluation Document (P,E.D.), drawing No, 20-175, Anchor specifications, shall be as Indicated on sheet I of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7. LIMITATIOM ANI I ) CONDITIQNS Of USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated , on sheet 1 of 18 of Product Evaluation Document (RE.D.). drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. TIM, Jr., P.E. 7.2, Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined" an section 1020.2 of the Florida Building Code. 7.3. Product shall only he installed into poured cone mte, concrete block, and wood frame structures. - Product Evaluation Report prepared by Walter A. T911t, Jr., P.E, (Florida 'License No. 4067), President of Tiltisoo, Inc. (Florida CA-0006719). WATiLL D--1­nLTBC0APMON RECORDEIt?� E. REPORT.2C GA1VkNIZMSTtFL$`T0RM PANEL EDRWG#20-176.� I - , - 1/4, 2/4, 3/4, 4/4. 5/5, 7/5, 1 IW/10. IW/10, 3W/10. 4W/10. 51111/10, 6W/11 & 7W/11 +6/5 -r kW� ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 61 Ar 9--- - - -r VAX - I' WIN --- -- FOR WOOD SEE SECTIONS ON SHEETS 10 & I ----� " ". . . � - - 0 - , J,----;�- el ME- , - + I - . 1�1 I -I---,--,- - -1 - ; I -T-7-T---r--F' i 2- -7— -I--, --­'----T­'--! , I , -7 1, 1-1-71-1 '--' D.M.�O.(�),@ @ --- ��- - '_7 --,'-T- - j' A' I ' -1 I I � . fit ! ! j � I I � . �- . I - . '7-7- i I I i I i I i I r . . 1 f , -(�) (�)+ I : &'3 11 @-� I 1 1 1 i i 1 1 i � I 1, '! - 9 I i i y i 1 , k 1 1 1 i I i / ,, I I I I I , I . � , � I I A � i , I � 5 i I I I 1 1 i I I . � i i I I i I f I I I 1 1 L . I I � f 1 I I I . I - j ED I I I - -- I !*.,L--L-- � 11 I 9 L I ---.-L-1 - -- - -_;� , 'L 1.1- , - 11 - I I --r- I - - - 'Ir" � -- I I -r - �-.-,7 / 1,-...---1 .-- -- ­11-­ I V", --- r- -1- --,- , I I " � 1 , ,,, � I I i .r ... � 1 �5 1 - - - 1 � i I I I I � I I -11 - -.-- - --1 I - � - - - ---- I f I I I � --- - - , I � � � 11��11'1 t I 0� �l f -1 � I ti L - - I 11 1 i . A 1. i 1 ,, I'll I I 1 1 t I I I I I I I ia - - . - - - - - - - - -.- - - � I 9 �----111� i I 1 BOLTED PANELS W/ I/4-#-- 2-09 I I P"i Lj PAN" I I , , � . . ! . i I , W "71e Ir 3/32 i - I - - i ;1 I 1INGMA ILTEA (SEE SECTIONS AS i I 1 1 1 � mum , I . 1 1 j 1 I � � APPLrABLE) . I i ' , ! - ,(SEE SECTIONS AS APPLICABLE) I i ,I � t 1-1 , � I I &L � I /_ I § L-1- -.1-j � I. -1 I L' -1-11- .11, i- I --i--LI ; � ,,.� _j -; -L'i-L-1 --- ,-,- L 'A - I � I j. I I � � I --- - 11 - 11-- - - - 11-1- I --f - "". r---.----1-.--r---t � -1, � - - F-1----T - I F1 , � -i � , to . , I I , I I 1 1 f I I` . I I i I 1 ! 1,1 + I i � I I i - I 1 1 1 I I � I ! ,,, "i � i I � � I I - ! I i � I j I 1 1 1 1 , , , , i I i I I , i.1 , I . D.M.,@,@.@- I.- ii --- 6-[- - T k I - 1, �1 , --1 - 1-4 , - - I - 01 - ii - : @+@.(a),@. `1- 9. �: 0 - k ol , � i 0 ,i�ll ---, ,-----.--r-,---- I & , , .,- MI 1/4, 2/4, 3/4, 4/4, 5/5. 7/5, - I, -- 10�6/5u* � 1111-� 1W11O, ZW/10, 3W/10, 4W/10, . -, 10, 6W/1 I & 7W/11 � GS - -' -­- -­ -'- - ­­­­ -� L----------- - � -- ---ANCHORS� F, CONCRETE SEE SCHEDULE ON SHMS 6 A, 9 FOP WOOD SEE SECTIONS ON SHEETS 10 & I I f�ll REGULAR STORM EA ELS A) & Q ELEYATION N.T�S. 211;7* 1/4' IN WIN, (MeL OwERuVY -1 wrooff WLLEY) �,- � . W-A 4 I 1; "', OII1'\..--...--4-\L1'; M" -\ /-\ / /W\ /`W`\l 1/1 - \.T/ ,; �-z \ / III , a MM, GAP � -T 1- ...... � , -I-.--,,f "' -C� � �1 .. I ... E -. FLORIDA BUILDING CODE LN19h Valochy Hur cone Zone)] .1 *� WHO %=I *Xl 20 OAGE CALVAINIZED STEEL STORM PANEL F-P I ? .1 0 441 7 .. - ORMIN W, ' .*! SECDON A -AS *' * : --- � 071'"Am GLOUL PROTECTION PRODUCTS, I.I.C. 4". ALTS� !� �*. Alt Z�- �- �- - . - 4W %.*1 513W ik "'.. - - . .., .OKI - 90-1 �w 70: Ar==97. 0 IYMM�, I-AMa W, (R64*R-WM 20-176 , (W .-**, - QPO - '�-`** ICAW C.400074 n-I um -- -- - - - 01101014 - W-I , 7-- ! - i *, *+ Ad - - I 1 4 - I -:,-- swarY 3 ff a I Fal . E W a) = U) -0 (1) C-10 > 0 (1) C— -4i.- 4--­0 "D L_ a) (3) L- CL CL = 0 0 L- C .a CU ..,..a C-) -0 0 -4- n U) - (2) -�-- a) -0 0 -0 -= _a = 0 C 0 icL. —0 = 0 (L) ?i: M = 0 .0 -6-' CIO U- 14- 0 — M > (n .- Cn - a) Cn i- -+­0 C13 " 0- = �— m .m .,0 .0 -6-0 Cf) ca- < 0! 4 Z Z W mi \� !� 013 I�X =1� C%MI -W �= C= ED = 41�j t;,� X.L; C� 00 :�i ,-, �, = I-- = - 6 =-� . .11 , = M 4��, " -= = ;,.t: = < = 4.;- C%� Ca- "I CC ,= - 4n -= C14 -'- < S �� -:2 -T )p 3: - W W 'O' a) �z " l=, .= - E = :2. ,�, _I_- = ED Is-- = W .- 3; vrf - a: �, - I., . .!R ,- -W > :- I=. - M ;!-, .."Pos"As"" ,,, -5 -C;� = E .V c�I M t-� ". C-- 11 I I INSTALLA119N M 0MU FW IMM=98 IN RM MKOM I ,,,,,, IN51ALLAIIQN INIQ EXISTING POURED ONCREIE OR CONCRETE ILQ!PK STRLICTUM 9mm MULM I 1)11; - � IN Oft PANELMATIE roull [D. cowl"Ine ANCHORS "�� OTW- YALLD FOR RNAAR, UEE SM AM E-Z H" MW Pfia .%BM INTO EX STINO POURED CONCRETE OR CONCH E RLOCK T Ur-TURElk INTO EXISTING POURED CONCH91E 98 C NC9ETE e0aCKATRU91URES .. i-- " OR OF up-CRIP (SEE SCHEDULE ON �, 1. ------------ ANCNORS� FOR CONCRETE SEE SCHEDULE ON SHEET 9 __-- _ - -, - . CONCRETE 011IM 11 % SHEM I salm" ON sHm a Air of, SHEM a Pf�ftlm 9) -;-,'- 2 4" * "DEMM& --J EDGAr :r Mimi PILL sommu: an --�,, I APRED M --VA= a C ZC6 OMORS coo FOR WOW SEE SECO" ON SHEET 12 "dmumi 2) 1 � - I I LOCK i (vim ONCAM I Cn -4--j t . , O ;, - ,T,\, I - ----- -- -- ,,, � At REENERED REQUIRM : I- .1. (WIN. OVERLAP -t WHOLE MALLEY) MR, CONCREn ANOWIFIS -- to.- CONCIMM ANQ400"V$ 6AE7, I , N!QUrRED f 1 4 Ma*, 2.6r =.-7.- - ,-- . 4- EXISTING POURED ;kl - I � -1 1� i i , -1 Is %) ; -- MI-11114-01O." . I,GHBOU.E, - - _ " -"- . - � I- � f --S� .... CRR"` I I -P-xir a" . f k- CONCRETE K"'a, .-04 � � — ,M`-W%* L . � ON -ASW,& 0, I& SIM *V L. W � EXISTING POURED �j I ! -1 - -1 .--r-1"-M= : I i ; 1 1 - -*- I -Y-.--- 9) I r I I CONCRETE REQUIRED, ,.-+i SCEM 0 Hewtow 0) : I .., : : 5 DA I I I - X's I i SAW S) I � $HIM 9) � I � . 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L11-- : - I I = i I 5 i � : � I MUD Is 12 � � I I I c I (SOL , (SIX $010 � �,-,+ '-v I ... *,,.i*- - - : I � I ; 4 ; . � M-ST-=O-) VAMS YEftoom IN 2) I . I � (j� ': 'Ir .. - I � �, I � � r � -�� ,OWM;,—*"0Z 0) I I .I'm Ur ZZ . I %-.=- ,,=-,. :r, " I � � ��� - , , � 1 114 , GAP - 'E�- � - --t-1 � L-&= , L : I " SCHIRKIL I . coNcAM AW ,se, . ,3r .M. . I , T, � , . I I I I ,se, R ; ! i,.. .T -1.11-11- - i F - 4 *A Is M, v".M. 4 'Q'%=W� .., . IV 0 I =11100`4=8110115r I �'. CONCRETE ANCHORS - - * .� . (D . — — 1 `P- -- CONCRETE ..AQRS , _ g�, Rr. $I g 16�1- - --- � Li:ioll . �� .,- . PLUS OR tr TAP MP ClEE 3 "---04 - , i I =C10M ON I I I , � � I I - -.-! ---- ) - i 1 2.67' I 1� � - I � , - -i - S.S. BOLT � I --,.--A---f 0^ OIEFEAF, .1 WHOLE VALIIE� SHEETS a WIM .� : ; �",� ---j1/4* � i i M r) WALL MOUNIM RUILD Oiff UNrnNG ALWHATE bulla 01 MOUNTINA W"- -va-1611110 40JI 'jLjIljjQ 2 � � Mdt� I / � I ul F;� : '', ILV417� 20*3/4 -- �, ,- , � " � 1 �, / - I 1 -S:Z��jj,7!�.---. -- MLING AND MOUNTima mgm �,A a /` --m.8 i � I v " i i I � 92- r 1 77, � `�3 � CONCRETE ANCHORS ,�, --,, ��?� W%'l;I K-M� SCALE: 310, SCALE 3 --a- 1% OIN944- .011 3-1 i � I 0 12 2/3;C�WWG HP' � �- - ?-t% i�' 511�A WW WTV .. X-T,, --,-2 1 * - (SEE SCHEDULE ON /., 't I =%=2U. I I ! CONCRETE ANCHORS . I #AAXL 0 (D I----.1 ---- .,-,---I--. -- EDGE OF COSTING ;;!= �10"PI`Wt L :- -90NORCIT AN04M IECOMEIIED . L---(M SCHMLLE 04 ! SHEET 9) 1�3 � I I F-01 - EDM DISTAKE ....-6RO,NWG * NEW I' 1= . VAMES . I/r.. - --�D me . 11 N) (SM SCHEDULE ON I SHW 0) i imp., LIM OR I I a . .E ON I � Z. C0 ,I ( .1-1.1, � - L - ", - . JILAOX .. 1. I I IMICK ALEW. TUBE OR I's , I I 1-1, QjWPON1 L-----W MC u = � f SEE SCHEDULE ON , EXIIETINIC STUCOQ/ FLY, WOOD PLATE SIEWM � ... I CEO X - -(a) I I � 9) --01R, W KOLOFXIT 3 - ,Z=," - I SHEETS is & 0) i ,/ _.�--VAPPE, BAND � I Ft= O* IMIF08 AM on M 1, To QAML I � -- REWAM " I i I ; � � ", C Is NEW I' "DE . WIRSTS . 1/9* . � � (j) UWAIND � I DF SM I I I ALUM, TUBE OR 1� X VARIES : i - - 1211MG-1 M - k DIRIEGI MQUil . % -A V% _NO W P,T, INOOD "Ir SPAM - I i LL MUNTING DIR&CI A -& MOUNZING _IN M I A - M" NOTE EDR QMMMN X-SEam. (--;-� 11 � IN " ,-. r 6 i I -BEHIND TrACK I Ir JA, I I TOP * 907tOM MOUNTINCS CAN BE I INSUUALLIATMI C U.&M � %* I d " towwr ANCIMft 1- i I COMBINED IN ANY WAY TO SUIT AW L2" 2EUQN I 0 vir . :� 1 MHOMMM" TOP & BOTTOM MOUNTWOS CAN BE �� ." T �! i5a wEnEaS ON 11 L I INSTALLATION, -1- SCALE 3/16-1- 3/ -,. W%,p Satioafti;AE, . SHOES a 7HROUGH � I W 'PW - , - ',,'� -�, OW TO SVIT ANY ,j i I -11ACK CPM, Mn I, 0, 14411. COM13INED IN ANY WAY 2 T - t--! -------, ,- , Ell, ---� r I . ,. I- I- - V A. ^ �% �- .�+ i "' - - , �, V, A� T!W," I - � -' ' '� ED +� , ,\ , , � I , I I I I I ,11,\N�,-. / '4,"*,' 1 a [A., I " ; 7 r 1; "\ . - 1 4v,.-' "j, tu -�' -'. -� \1'111�4��KXU"�� 77 -C�,\ - � 11 EN ', v- - � 3 \11-,�3 , , . -<, -"r- -it fl.01"DA OUILDING CODE (Mah Veloofty flu me Zone - I . a uNUIII .0. ,,-. , I --', FLORWA BUILDING CODE (" ah AV44lociffftty 194 come zone) � . FLOR10A BUILD1140 CODE LHigh velo� MIA O"a Z*n*)I ". - . -Voomm M - - - =MNE . I, " ' � - s' I -. - - P=KI HCUO. W- --- A. r j- I A ­1 Z- Z= WEVO, W� r_r_ A.=;f i oo" '40'" .1 ' . 1p� I .11 . " GAGE GALVANIZED STEEL STORM PANEL I '- < .REnrCLfAPu,V *: om %= oK, , .----,, --; - . � 44T67 V121117 20 OAM GALVANTE0 STEEL, STORM PANEL -. 15 ---"-. . - * : -2 2D GAGE GALVANM STEEL STORM PANEL ORMIN W, I = ; 44167 .. 1 MANNI sy� X NATION Of SLCRW = : No 44167 . . DRON ft. Z , I ` !*- : = I -Iftu u ON I -q... ! Art ,vw4E .1 X6 WAMN X-X * , - E.D. - M DWANCE � *: * A - -Ai'--"I,� Ts. LLC. Oty"/2020 - - 11) �S- I SCAUE 3/6.�' , GLOBAL PROTECTI (SEE SCHEDULE ON TOP & BOTTOM MOUNITINGS, CAN BE I ,Q=A.. -- , I - - Z IMM " - PAr.- 0 Ahbr. GLOBAL PROTECTION PROOUCTS, U.C. '"'A"m - - ON PRODUM, LLC. WIN""" COMBINED IN AW WAY TO SUIT A14Y - I � — GLOBAL PROTECTION PRODUC , ,- r--7-,-�-, � _� eET 9) , 1% am Sm. $1 97M -l' i � _ _ _ � 2AU0 REOUIRE AT OP 4M 5W, 1H SOW CUUNQ P41 � . S.W S, SWEET a WAW� FL n51- INSTALLATION, nv� 11.0-40 176 , �11 :A IRld ETAIL FOR OR -- - I CNML - . . - � Z k 5 �0-. � u- �- U I- — _)RN_EMWY SH I I - �Tll Z %C I ii�A?i &tl.= MAZIZU" Or�A W�- FIL =1 1-1, I-.- Al -, 0 ... . .. — "O",. I, ONAL 11. U31. ,j - _ ." % 20-176 DMIM MWKS ENT TO 3MMIMM SAM �. "low. (9"16801-7501 fft- 20-176 n-r-M.Y. )IMIR-7546. FIX, (IMM)IMN-11HIT 20- $", ,/�,- -111,4, , �?� , -ilwk PROMED (WEA)MG-16-5i 'm 196004-671`7 - ORAWAC Ns. . . -:.� / a-- W" iroCro-I . ORNI ft < AL _ , --ow ...... - .$If . - --�M?W 11"MV 19 OW - Or r�': A - -A&ABIQrWWFfI - - In, - I U"Yf I =19 SAP 6 OF n --1 .0 OR"" IN: j for ! � � 0 A 111M, 1 �Mw 0 FIX A A ,yp 1 -11-4"MOVAE-11 1 i§C-OX"" .-F --,- I - � I lef I 14"00 am 4 or n I ILI �11 Z, - 20 - i I = I A kit— a - I I I I I I SHEET NO. SH 1,0, N N to N U Lo� � ON[ Ate 4 ,; 3 «:4 WALL AND ..:FI '4QR MOUNTING INSTALLATION MR P E 1 I N M,on A {RB,OBwNPwd » •�U` RN. PXISL � OONam'443"PS. Mix 7Y.0 pnA. AND �i tYLY BaNWYE pN SPLIT PANELS ,. ,E awRraw iC1KCAE C4 -rMUM GN "— . stREr a#ty•r_._- i.- ,..-5'-----. ;yam-- e+m B#st SPACINIG. SCHEDULE FOR REGULAR.. SI'iR1Y1. PANELS dC _ ti (S�/ .vTaAa onus MOM 4 D C t IL N AND GORR PQPI A (j) I I ALLATIQNS V .� x Wj ER A KUr.A>.�F:SrXL�R,: Lf.` E C —t- -�- INTO EXISTING CONCRE E l�_CONCRETE BLOCK STRUCTURES CCiCn m""°wpeE ={ 1 ry ,pea-r _. _.._ (— NPn4t4flE I - 4,K't(i4�4 r _ 6Y1M M PANEL�[I _"L"__SfH D c Q� V .� AEo+�p { #MORN i •��; 2' ( -$ « 01 Al U c ,i IM'': m a,rN, \ s (VALID ONLY PWt PANE15 !�k + i.INSTAEAATIDN3 AS PER SECTIONS 1 THRU tO, ON SHEETS 4, 5 k $). O ,eP # TOP t BonWp A\: (W�l1E{ OkY FOR k OLSTN-tAT'ft» A9 PER SECDONB , IMDRA 10, ON SHEETS <. 5 k 8) O o .O ! .. ^, 1 { / Y i3udl !/ry T �` :. ��� Yr t" c t, x�tom.' Y._ 1 f t� I , , Y --+- - - i.-- { �Ts'R $vf1Ka11, a. 1` f 1To 0 L _ ' E € EDGE OF WAL,. y.� € LT. �eM©DC�f i x ,/+' G \•'.. //��'�� {..r /� .� ' LT. Rnu1M"al• P,NP b✓,baf aPCAtI iL •\.: t V L{� V IRn ' O > ^ o Cwon."", V! _IU .-- � ^+ o L MIN. ED. `--� 1111iD. s'acA .._,T .. �. - � ... ;4: W ! �r-^"•,.` ,4 • BaiD wj ,/4%_Rae' 35, MS A.Y R#F AN OVERLAP k NOUSKID; OF PANEL, � v/ 9,D�E?Ip 'tAF�. �.;1 't#t t # .� (, A.1 6F�r,{%��P Ci/s k : o > / i:» rtei `wNP,e a`ilE Xs'xwa tizaw rf `.•.--..""'�A 'F?hrbe+"fs€sawo,Yr er Amb swig "Jf I DF 4sxo a.:t,-a2DPAX, i j INTO If` STIN �'NS?, MEIE @IKON STRUCTURES ,srmawwerwaaim. MPta I ;ice t NAUD ONLY FOR PN4asgk Q oMaArDtS A9 PER 9Ea€ms , THOU 7. ON SHIMS 4 k s) dm-Tr -ual cs .65a pa,.. _ j. j ., a-.. _ _ _. _tIfl •. ECHEDW On INS SHEETS G ._ I I _ I` S 7 irt'( I_. . . k . Ar. IRALOETt x Ik1i[ To �^ •' 1 W/ /YMil1, p; 1\ YYc D BLOCK TIED .•--� Fn.O. ' € i .`�_' [DBE OF pceul¢i TS. SAL$ ♦ 6 O,L Y'f IR1WB.00It� CX1tlr :q' BY J € g or .:o aAA -r2o RILE - A 2 \ 2 1It 114 OR Nun ARkF .�, ^'•-•<••'- "'TONS z.# f t O,f) 1h t' 2" ', ,---te.. wauiw vrw • 1. Mu. a�,mwtw - v IT IlI # ~ U CATION I , IO 3C ewxE'kI ib I*�N [ wNLti_� $GA4E Tl4`"•i` `'Pve,foaA; 9CA#E `. T � . ;r AIJJLI•iSRL,srurr,#rf r VO WAUON REOIRED W. # SPAN (2)' 'R18E Mi#LL,01,y_� ' w'�4! is. WiyIEYL AI6lwR9 g[yE r #P # it 4 A•-3` 2' „ 3" a 1 fe"„N1lil#ktN Its _i'H AMYN > 4'-a` a S-$' z . 4° : ,Js ;yaP�SA A�•A.i; :Ara�.y FADUCOT y 9F 4+,a.D PAN. Z w. i 5 t tJ!1 •�' I '�CGIF`� ` F/ #i#f' C01N01�f NCAfpRR// \ - `� G��_ > PLUS 5`-$• TD. $•-tb' ?. A. t t .4. -( q1\Y1NN IIIIni11Hlh, > B`-,a' 1a B -D z , a : 7/a _ " No. 44167 's T J TAD *: Tr 7ks 'y�GENS '.!9 y�?: GEM '- saANs vA o FOR As.u. DEs�c+/ PRESSURE RA s : FLORIDA BUILDING CODE Ni h Velocity Hu cons Iona y FLORIDA BUILDING CODE (Nt h VelodI HUT cons Zone V SE ': 'z FLORIDA BUILDING CODE Htgh. VBIDeI Hurrfeone ions) w m + .a ,NDyMUy -TUBES. tRMEM510R, ORIENTED '9 ••• aamD mTEco, plc. FD. = ND: 4167 « _ amtD 7Q7i06. wc_ FA, = '' ND. d 167 - i7Dxa 1000 ; W. SECTION 1 PARALLEL tD SroRM PANS 5�H 'p'`F F10Rf111 , A �Fti r 20 GAGE GALVANIZED STEEL STORM PANEL py W. ? k j ; * s 20 GAGE GALVANIZED STEEL STORK PANELS DRAIW Bm = yF : 1 20 GAGE GALVANIZED STEEL STORM PANEL DRAW $n SCALE 3/a-,- +� s e..,. ... r.l.:iw.-•"'1 Ct/3�of0 �Tjr �;' ry"""��� W/U/2= r GLOBAL PROTECTION PRODUCTS, m ST n__. `` '"� p� GLOBAL PRO ST E wltalmao A OD RODUC F LLC. am s PROTECTION PRODUCTS. liC. OXEN = 9 . "- GLOBAL PROTECTION PRODUCTS. U.C. (lEM1T II i C :e. .'9 I s-• TSP v IM w Ci tz I.�A" P'ip. tPP.Etrs. I W.. F. .,y.M N 4Nw s . s, :srAEEa: .t• .. iIs •ReoB' 3,w. s, 1ilR131 NWL. NUWON CA ALSO $E: NSTALEW WIO STOW PANELS fW TOP ' Dp 4N6D 3,N.. e, :xfIHET aW-?$As, 35,),a . E1AF :.#t DTME, R. saat, I. wT Xo. illDt ti #�. T... .. .. A Y wE. OR M :SO t1M n O' T Tt8• qR. BDnaM v w. L9CATFi3 A OF OPEWR#G f . BOTTD. ,. 1 .. .. O 4i' 2 ?& f i. NA.T4w r '-.a. F 78 r S K l4Yw fl� w,A wAw,K R F. Yt,OXE eBG- B F B aac, #A„4 : Ay ».. roL fsBY#neo-Dt r '`aY r' asTwa WwNE..bN1EeE rD,s. Ax 2O 176 toB+J / S � ( - S>Tai3ato-atR7' '. nK s. sm;: wwt+a n #,Lr As D NO � T$E OOP $OTIO ., / / -•. ,. :Li' � sA ,PaiYi, P€DNE rD1A,_F _(ai,}�-aao] ( NE PA€Rw3. OPEN W/ U _ k Mi �/ ««+ o o1D€ nT. ,Rw . r , as, A Q �.'�.. - Pbn.. [,1w3`3n bm Fo. atf u„ `h %. : +x ENT ercr. - FMAw8,0 if", YA ...... : ,II. .Sap � ORARwG PL TUAE G-GDDbr90 ;+IAe# !Mu LEY. cs-DMB3`. wA, cA•r8P. u## Ma1E31, ... _ ✓SIDMAT9RC/aM,f: a ARIL :,A wNTER A mur, P G wi ,>_, , - kRn sF rs4A 3+a+A1MDY4s j€xV� NA1,ER A w+' x..P.E , Tar- - c _ ' , � Aa Y _ µ _ - ttwOt r k' 8Bmi M Ca9 CaJ coC7 co _10 r LZU '1 W WOOD 61 n 6� DKSKNIG C CN E 1_ `�' ocl l y N O R Q eV Y 3 C, c d Q Eo 3 1111W=m Mom L A97 w d I OR c o to Esc •- a" E O O VSCALE cowAtm is irANdHHO"S 0009" E ANCHORS .FEN CONWALTE:ANC""; SIS Sp#DIR.E aX 3,Wk7 14r m SCHEDULE ON`'''� �,; r F1A ROOD STREWS SEE SEC�AN #R'Y 3,Ri1 t5 .i ,�__ 1� g $ pALTERNATE SHEET 14) 3F0.fT „y 1 w': r�.#'"° / PTt 8C iw/Ts I -,:.LDCA1'IQN O"'.. 1 i G7: 'AE""'"'". `' F• #•--U ,j2•..>-- ....a,......At END PANEL '- � PaYD€iD CONCRETE } ,� j1e - t } 4, 2/4, 2A/,fl ,3/A DR 4S/+{ 1, "� fii�jF# 7 3' Hm: ' � AT END PANEL ...::.:.-, _€• l Y_"'Tr,- An. 'S7UD5. O EY6RY bAro` 5O4 - POURED CONCRETECn 4 `•. •` i -(,z IJz` o. c.) - i RFOLARFD 4f �J�S _ I �I g t _ I a t _ _ STUDS S EVFRY - $ .) I i. 3• RNA. {CwLSE py f - _T a 1 11 1 W Ej: j(r 1 t j ,}-�•;m -iF' + �� SEE O4EIXlLE I • € 3aE itre7)iR.E ( - S� # �. [ T I i -Q 1 € 1 1 i 7�{-a{ T ? Ta €TOLD PAtlEL „ I 3HEET cWNRj t ("ra"m PI?4R0 tB€rERi(w WNA} tF,ro Nw ImmA4PATKK4 y k FOR p Si ARAOCN , j , g { ' _ i { I t Q� 1 wYID 0 a 1r b I ro GLASS WING NDr o Dish < , t1d ; '"` t' {ARy') "' .'T i so e' 12 efz" 9.c. - sruD e #z Yjac T - i r. „:._ED tI' , 4 .... ... f t f �. ... St.E SEE :rNTERIOk PANG END PA,#EL.I IN i __ ,. 7 4-: 4 +a7 UApRNE ,. SFJ1EaULE'. fi. T.fiis'aifLE Ei /4" T ! SEE I;[ ,,i i INtER10R PANG END PANEL • t w.(' NONE. UT s!B MM. tOA8E SEIXIMis i :. ot# s.,,.,. -.�. .�.,..:,, . - A •. SCH'�Utie' 3Ck13OUi,E ,qv �e T/B Ma,.. .. Jew 3PEtLR, )1W {t Ijjs!{f/}'�}\} T. J itN#MaK, EDR Me,.. 3. " 'T ... SEE bET. , Yi +D W! Y2 If2 a.C. ] 9PR. iCKE IDX�y s TO W e t2 lI'A O,C, .,,. `}-b- ..,.-.i,>... .-....'.... of I / y.. DEC ': _ ? ANCHOR: :ANCHOR T"-3, FOR .-.i.., F ,,..,_3 DEW !. { r_.-. L-LI _ . DR .DIRC`X,T NOEttPI 3PACND SPACIN'r ANCHOR MnN6P.+QNSP >i XWOR O .� /?i9/1;, r dY,,....i: J.l,$" .: ,S 4`" 1 AM LOGtpN / L.1� AT a!o PAMxs#. r. I 1 seE , ,� 1 :�. ' gp: I C � } ( AETAEs I„ IAAJtI�IUk� A.S D. DF.`SIGN PR ��• I C fF� )AND MAXIMUM A S D DESIGN T'#�,�il�..�T.lV��..-(i�#�,1� Allf� �t'i��:��4 '� Q MULRCR CODE R •/,�. i i � 1.l. # 2fit) E�#flf,T�LI�Ii.L e e ( I MAXIMUM PANEL LENGTH SCHEO LE E§. RE! [r'E)RRESPONDING MAXIMUM ANCHOR P-9�+.1HOfi '$CzEI�D1Aif,� AT (s) FOR �---n 36= R[OlRI1N F' 7 Y �• ^�^" ''" y -i �uaF Y Tb <eCEIONC , # Z W(RE..T€t, F� sF eAcm. e,ORAi EMIL Y R { tW H i 4 uN a e ' f � 4k 9 TS f dE TW i5 ET ON R 1 1. 1 r jt 2/6 �A!/AL 3/ / / 2 / INSTAI,i� INTO Qj� rR E C C EFELOS� STRUCTURES sti BLS Cn �^_ J! I , i SEE SCHEDULE NALTERNATEISLOCATION ' ,' AREA W/ND LIFE SAFETY PANELS ! I.DGTASM OF #�E MmE t LDwI FETY PANEL L_Sj,'t�0ucy A , _ ywr, E„MDiiNa LANDrt,aws Tom. k I3f3aroM w,Y E0. a?L2'�'SDUATON "i .f I... REG" PANELS w/ OR _.__-_._-'"-. SAFETY RAlffl --7� ! 3` W/O REGULAR TRACKS (5£E NOFE 1DESCH CONCRETE ANCHORS - ! : r' fr �. -ram r r ] �f .. t lOWj ; rA5f PANEL ('.} YO $E NSTAELETo m O AS Ftl 31FE SAFETY STORM PANEL aPFJPING CONCRETE CONCRETE SHALL (1) (SEE s ran€ PwREo cswcRE're--�'`'� _ I"AH, COMM" T. aowFA1 CRT ATE ": S BE"�`DPEhDFfi CUA REauwED To BE E#ST R6l € OONC,E AWCHDRSCONCRETE ALLED CR 4YED FROM NSIBE OF STRUCTURE. f'StE SCHEDULE ENEE, ,.) ELEVATION O WALL OUNTING I6i51'A I E 3 32'. ` i M LSAT ON R ►1C)U SEA T ,y��,, i4�ll�,.k'IIO�i... TITLING INSTALLATION / pR — SfCTi i 7 T 1 ON N sEc110 a SCA E: r • 3 $" a" / A• f 1 :Mat. f �ry MrF.,MP ,.....-.. ', CAP . IT' CL .>,'AaAYTY GTOEa1P PANE rSP'STFu INiT�+A! f.RTNSM •, 1 n' #. SAFM PANEL CAN L AN P'. - P •• •••, W ORE SCOPM AN BE LOCATED AS END PANEL tFYRST' OR LASS PANEL) 1 OR AS AN mmm 4NrER*R PANEL, (ANY PANEL IACAT70N IN BETY&EN END =ANUS).. $: AS t +Nti78Kw PkC0,5. B E ANELS 5C,tUQF f lNlti f .-...R OS. E� ■ V LIFE SAPEN PAN£t- NAY OR MAY NOT BE INSFAEI.ED ATAAACETtT Ta R.,GIY.h.N .PANELS Sk'i NarE If twJ OR WED REGULAR TRACKS.) 3FE XafE ,7 �� _--..- its M v EauntfR»ts Ar iX{im5l w O 3 at2° Z LIFT SAFETY STORM PANEL COM515T5 DF O,D33 GAIVAN12ED STEEi. STORM PANEL AS SECTION B B Cam Ca PER CDATPONENT®. SHEET 2 DF DRAWING, - 'SCALE 3/32'-1• -- a,a„lar#tTNk �_ M THIS5TRUCaURE. AttDMS ITSELF TO 8E REMOVEb OR iNSTAAliA FROM THE HVS€OE # A. ii1(/ W 3: BE CWETYDIaT �},et� z'oFc Tiilsb nRA,wcPDNENT t�} sD;,Du TRACK To NG.`�.\t�`11A++�TiLESS4`` DENS Yszs W CDMPORF',riT�MAY AS BE INSTALLED WALL OR f7.QOR MOUNTED POt:L4H7Na 3HCT€DNs t t �•�'V $ « Nii.4$16T 2 ON THIS SHED. AS WELL AS DETAINS , # 2 ON SHEET ,A, SAP � v\(,ENSF�••-., 5y „� ilr s_ R LENG(t MR COMPONENT�} s W. FLORIDA BUILDING CODE {HI h VB#os# H_ uFTicarm Zone # « FLORIDA BUILDING CODE High Velocity Huu cane Torts Mor. ANCHOR SPACNO FOR COMPONENT VANCHORAGE AT BOTTOM IS GIVEN ON NO, °Y02Q 14'�0• F'a 2O GAGE GALVANTZEO STEEL STORM PAN F.P. - - P , ° ° '' ' "�. 2O GAGE GALVANIZED STEEL STORM PANEL F.P. Q SCHEDULES a 2, sNEcr 14. n # : 'K 'a .� EL CPA" BY: '^.� C1 • 'tORitl ": �i• - DRAIN $Y: COMPONENT- MAY BE .PERMANENT OR REMDVABLE.. = ATE A' Rmr.Kr.w .: • ,:_ CD _., r�r®. of ,O •. DVie/z000 vF'' m/7sfzeaD s. SEE DETARs FOR YNSTAL ATIDN INTO waaD FRAME BRLDB4Gs ON SHEET` Ys: 9 •., pg P .0 Q EIIG, GLOBAL PROTECTION PRODUCTS, I.I.C. , "M/, li� %o TMr_ ORAL PROTECTION PRODUCTS, LLC M,E .afJ ,Nap xw. BL 3ttaLT Lew sw. BI sMBxT Z B: F } ' :TREK He A MEEwINe: ANY'. .9An[. R: 3LTfa dr + Xe k .ANY ww_ R s3ati SEE SHEE?,4 F1WT DETA7E APPLICABLE TO THE NECESSITY 4R THE R+�TA#iATiDN OF „A ,SS j, aw,.aK.0.,r:RMwmX, Rsa,r AR;. 2D-176 Ni 'w„,A" MmM4.AlYf@aR:}p is4. Aw: 2D-176 RNA areGw (os4yeDB 7sia F tosl34ev aTer / N ( ) eD rs+s T (oBilbaG Baer SPACERS AT TRACKS (WALLED :ADJACENT AND BMW TO STUCCa/*WO SANDS, h+AtAN t L ww s tarot n,-.tpp . Fr ,.4ttN a>,-,Rn DWAaO eio: www.. eTY�eRr�p` r� r �n?To,.wr L v*w Nay. -.IQ Fll, PX 3cu.+3aNA1DRF1laA,1: wIL,iROA.ADDbr1 *'P.E: wa r w..nw. ,INx., Sian.. :.4iv P,E. KE/oAtC ADATBvta+i, P=E_. ,., imww. am 4a l !Seth 4«R R+BZY YAtD'ao. J 11 SHEET NO. SH 1.1 WSTALLATION DETAILS FOR BUILD PINE I. PER N/A PLUS , # TE PLUS AND 0,55 R EQUAL t}. FLORIDA BUILDING SOUTHERN RE._GULq�i�NELSt 1) 8c 1+`�t INTO EXIST�N.ta WOQQ���IDXUR, tia1,/t` NA,I4PDOAA�Y _ ,,N'4 C4R Twos a r DCNA » iaoa , 4� wAF- A ,+a 7n,eA e r Dc 4 A&, � tIWDR&B _PaawAfldl ( TD F�PM POm rxwm. S -I swPPDao w sw:,,D, ''y } r , e" i,PPR,m weno+nDu �i 'v / rAc isv m A lFPn! f � �iaw rapo Awlwt I'b1,Ib .BIN.: AAS-,R .. ... N5D1PYlE i/ YAD T,wOVPIOfA, 1 is YY]f.. , DIATAX M!ffiM&, iP iO1W YI�Iw,SW ,N4XNui tL1Eq r r z , ? f yjlj !r x ,. 3 /r •wroAKu€ ; F i I k �qy f 1 t f {ti I 1 ItI !=• F 1 YIN. ,1 'iK `: SAP 1WAiSx 9r 94FMw j vn j. } t a 9A" OG. fi,K. t RpiCY I li F t i S` a i { w,c 3 M i id yt� it ani i 55b i F Y8 f]1^ " i a Oy _ t I r t Nopz x t p E 1 KwRA I II.. ERK 1 sasDiPA[ a tRi+ s RrOp i T i°'ip'a I 7 yi wam I gym, �Ubb----'-� maAa 1 �� N OLD v� � •Jl�YIN,X"IOM WALL 1 w OATS. •'F- T � tBtST to �TION - ALTERNATIVE �11t � •' - � WW IAB•SLQr. 1APt n>s :,TONE NwwsD NP Yr. P.I I Nlim t I . - W tMRV' y�L��try•1 N5T N "•• ALTERNATIVE TW Ifs+ - I�6A1� , ,a4 i f AF NpNw,N �'Yatt 5ia`ILIHt}_d4 FLOOR NYiLENTINCs fIlAL1 14 i1.nOR Y01;llTlNsi, ♦ 41Pt INSTALLATIONS ALTE'P HiSTAi:IA 0 - ALTERNA Ltid . 1T1FE �I�jK,MOUNTIMG TI--N Try � (SECTTOIV AT TOP 15 LIMITED t0 +55.5-$7.O MAX, StAtEa tjf . 1' 2W - ,�.tTtON - ALTERNATIVE A.s.D, DESIGN PRESSURE RATING) Be.". Ile. 1' SY4UE'. 1/4' „ ,•. ' rr tlm+..Pwt ss aA , aoaa f naw Rum ' i.DO fA3,pR at# FL73CfB iIOU�G , 1NSTALLAi70N •• 14ECT,,,�, KIN' ,iAV/ s�rrAe: t14" � +" "5�;,.,•--.•,�/I'�Sy� T. INSTALLATIONS ARE ONLY VALID FOR 9UfitFiNG:= WITH A,S,D. DESIGN LOADS ;E+*\ 6 - " P a UP T •h55 7i.D AND PANELS LENGTH U TO B^-$'. a, CENS •''• 'G .5 .af: „"�.�' FLORIDA BUILDING CODE (High Velcolf HuFriaanw Zone) 4T. FORT NEW WOOD FRAME CONSTRUCTKkN.. YtOOD. MEMBERS TO BE SDUTWERN. . S ..... i70Rp ikiFCQ MO, PINE NO. 2, W SPECIFIC :DENSrF)' OF 0,55 DR EQUAL .. Fr. I NO. 4167 ? 20 GAGE GALVANIZEp STEEL STORM PANEL wawN on ?y •. ,, NOTE FtDt coueiNA7lOti DF Sf£TtT7N5: gT Of r � ,/.''.�'`''�.''�`` l;oLOB+NI. PROTECTIOI'I PRODUCTS, LLC. '•°'t �fPi�LPoRas, ',,ar'••.,� RfD •,. (21.1 TOP Bc BOTTOM MOUNTINGS CAN Df ' �•'' F N +mo sW. by s,REE* • A1ln' aYvrc M. snr4 20-178 COMBINED IN ANY' WAY Tt) SUET. ANY h FS+ i1 �: m >zn TOP. Ewa aw•,w. R arae P,mME: twsl�-r54g, FAX: tos+lsoB-etsr � ,mr aRA+nnc N. INSTALLATION. a�woea�,o - F//NIL/ 11NIHIRE SFAL/�?4,itYEf,M7C wALiiR A ittJF ,N., P,L ati TMr.iR - - YeFT iD W ZR ___-._-- - HP.E1f1111�#�f!■i■�■�lrf�'■R�FRflfl�iR#fl��tff!!�/'. PeleleeseD■ MTtJG Ayfv,1 {>SSL n: - � C0� '• "" �E +ds s, -r2o r•-s' OR ,Es3 u�tLTta , aww s 8 r PSS.S. -77A >7 b" ip $'.-$' Nor. Z Sfd` WIBOLlE6 1 T4NL, B A 7 +$5.a -T20 sb' $' ro n'-3^ TAR. 2 7jz` ' AT G FRtMIi 6 +,u, -4AD ,z•-4^ DR Li53 a -aft' ' BOIL 11T #mD1CM 4 a a +9 LL\fe/UM AS.D. OSiNN RATING.1 MAmILRI plClffip5 3P.vtdXO i4N ED . B Y/Y- �f;'YMM"S gY # t iWLiAiN PANEL AN'Y �5D#Ia4dA1KR, ' LaRTH t' (ai iRPfdw Cp ?'AP-CNIp GY[!t-it PA�Iti,E i9YiE G P.WFLWE R,� iD caxWErc� COTCTx1E -elaCK TD LwwCAE1[ WNW.TF $LOCI 1D OONCMEtE iKOfT m D0�@tE C4NC%TE BEDCK ro taxc,¢TE CaNcu7E &OCr 8` Nj NIA N/A a` NIA. D• � � D' Yi/A i B' D• N/A N/A e` 8` a` !Y G b' 1 {�77']Nl. i 8• ..- WA N/A W. b' #E 3r0.kY3 YO # t! FOR ANBwR9 TYPE # 3PtON#C F� PYiMl1AA9N5 WfO R'OYO FRAIL eRLMID. NDIMDM AMYtlR MAOwG AXD IAB83P,Jw EDGE I+KTANCf ARE aDA:J1tiD p!t 5GR'DLAt. YOKED. lES3 ,H4J. kKRSATED OM SfRB.'DDIE REDLIOE ANtawR 51NrOF/D DY M44iiPLnMO SPACING 9tl1117 9N SCHEDULE eY ft1C,saLdNRK FAGFafB, .FOR Rai OPOYATigI IO � Pa3SlQ[F, SPACNB 4BTAN&D 178Y1e FPDrpi BYNl-.-WaT BE tFSR'RYPi YfNPRDII 9A#tllKl P,pGTED FAR EWN, ANC4MR TYPE AT Alwlgfl$ LEDEAO. � 9/Nil ...,iaaw -1/4ir. 7fti lja'. 6 W� e4u[-M fCUD-ar w. ANOIOR 1PAWAi P"J a s- "'Ippt.m.RLr : ,n P�At1 ,OK.PR. eNs i,nt s s a ,!t S Vy A s ,/'3 ADAYn Ci tl�a D:IEq� RP.RRt. - ...YID 1• :m ,00 2i _. y tl - tLg 4.w Tao v,- ID.. 3ro• LD/m IRIA93 $us€oND w/ INSTALLATION DET,���OR REGULAR !'ANELS � dC t!,•.-zo,x` sa. ITS, k s ,/a' ae: FOR tanEL LEMcrls W ro a'<D• Atm a 1/+' D.c. INTO ���� j�(; WOOD STRUCTURES 1QR IE1#GT*e DPW $'-D' NP". Wt �,4-,0 - .. E. , PA€BaAWC FEMNE ID OR PN„HAAa4Yff PIAi3 A 1z # Yo, C, wln, ! 7 ` Ms,, 7XREADEO !z // YO Fdt ALL LM#CrltS L'F PL11E1,L\iwM HFADER f k �€ I 11 Ay 9GD1ffi P i F 1 3 yy € f 10 i tO ��•'P#G a' i1 t t € L r4 / i. �€ tt n" � i i i a t EO t I € € t � II € li 1 i T 3 3 J cot ,( - 0 E ( i... E a Ea L 1 A i E 1 � ' WDpO NrAOIR RtDuaFo 1 k f i Ej - 33��� ' ALTERNATIVE T W at T R VE 2ki SCALE 7/$=1' SCALE 3/6",` --A- # SEE BCIIEIaA.E w s#6Et a # f $E% SE18&,N:E DIb.. Ik _. FOR AR 1a SEPARATIa1 # CLASS. DIM E'CRNM. 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DESIGN LOADS @•,• EN ..- UP 't0 +55.5, -."�q PSF AND PANEL'S PANELS LENOTN UP Tt7 $"-_$FLORiDA r A.S.D.Asa �t tAeeaR, u' w-aw OtA-R+ PA€€11aTEaaAE m PXauLaE PLUS SECTIONS+ i � � rAva1DM.PAaK% tt71Gm 1' 3Ri TO $1Mro,fL arraxL7E COtia�'F �&.a%L'N, TO Agc,L {9M'4REIE 5' NA I NA I NA t $" N/A $' N J A $` NA / 7 k 2 ) 55.0. -.r2o S`. T".. S' 9' S- S' B' 5` B' S• 1 (BOTTOM) 5`-0" OR LESS 6"- A NI, N / A N' A f 8' N A B" N A f 5" N A f ". 2 i � (TfiPi +55.9 .72.4 9' S" B` 6' S` .:j 7 1/2, : 1 BOROM t ) TD r 8• N/A tViA NfA.. NfA ;.i Ak 2 (Top) 7 -B" TO.�' S. A• '.. S` $" S" B. 5. : 8" $' $" :. i {BC,iTDM) ,IASwAi„6"ASa aESaM PRESSURE A til?w • iJp' Mn, nDw TOP awaq out isnn to s 1#,. ,i,m1 T�,D' AMA APPU TD 5EC110N$ k COMBI TIO MNLIMUM PANG EENGrM i• - I,gtoARAf AAD. DEwpX aMawAa fame 4AtJ ,b. PNai 7nIDCP T.' M.l IwsA� at {STE. >sOmw7 ,glFm aN SEE 'E#IFET IB FOR A41LT16R5 EWE # SPACING FOR BY;US(ANOd6 ba4 WOOD FRAME IWRDw9, Mr11MUM NNCHO0. iPACNY.B MRt 1aVRIWf ECG 06TANCE A#� RipMAiF4 ON „K .:LW ETp LESS THAN WO,G WI RWIICE �ACR19 7Ea SCHEDULE ANCHOR tt{ ,AARPLYwa SP/1CPK1 54bw,1 a1) EOMOtAE $Y t11E 4t7fJpMW. R,LTO,$. FD31 mr OPbaiRwl i0 BE POSSIBLE REDUCED >�Aalo 91nNMEa'. uBRk F NOT � ARTIYN SMUT LESS INAN LwA1BAl �•AD.w BIRFAtCd r,JR FACN T ANCt9OR1tpE A AFNUIg13 kEGEND,. ' i TAALbV _ T «tAP.AtlP 1 4 " � 1 4� -- 4`a tAIK-N IM. ANaMk .vAar�o 4ae..f s �a<,__ s D aewbnmYnNc[ +a�MJ �..__ -, s •'._'s s rcm uwJ ..� ikdl iW s; 3 D s/t • ....yilR + Ai>rIBD, ER !� F7RDItlID ' t T/R' IYRwiRAi NV#iIEAI J46ig1¢ SPAdMf. Pat [A.. S 7/2' r - - _ AS-0. DE`;+Cp iAxar7 OF i11P-cRq CNX-Nk PN1alA1TE rFwlE w PuiHArwTE PLUS 49� SET SEI � WIOYIAi t>N1EL. PRESSURE PAtnNs (p,a2) ro LanGRETE to 1»NCRErE $LOCK m CONCRETE 1n mNcaErt 7R1DCK ,a �IH1E To ca'cRc-rc 9f5GK ro cm+a+FtE TD UOI/CRE7E BLOCK ro CONCRETE To ,YD/aT1ETE BLOCK m WNCREIE ib COR:REtE eCIX18 ANY calaRNAnaI of t,iu IENcnN �.' (+€:) B` N/A N/A N/A 5' N/A 6' N/A B' N/A NfA NIA , (TOP) d" q' WA NIA B' 6' $' $' S' MJ'A ) NIA t (BOTTOM) E" N/A N/A N/A 6" NJA... 5` N/A 5' NA N/A N/A 2 (TOP) 6" N/A N/A NJA: B` N/A 5" N/A S` N/A N/A N/A 2 (BOTTOM) SS,S.. -72,D 8" N/A N/A N/A N/A 5" NIA NJA NIA 3 k 4 (TOP) aY-5"tiSB"-8"`. OR LESSN/A .NjA $"� 5` d" $' NJA NjA 3 (&7FFOM) 6' N/A N/A N/A S. � NJA. d` NIA $' NIA N./A NiA 7 (EDP) 6" 4" N/A N/A 6` 5` 5` $' 13' N/A N/A i k 7 (BOTTOM). N/A NJA t2 !/2• 6 tJ4' 12 7f2' 6 tjt' S IJ4` 5 ;/a` 6 1/4 # - 5 iJ4" N/A N/A 5 (TOP/BOTTOM) 50A, -53.3 N/A N/A 13 i/2• 6 t/4" 12 �/2' 6 Tf4" 5 i/4" N/A NjA 6 (TOPJBOTTOM)- '-$' TO 71'-2' SSA. -72,0 N/A NIA 6 !/4' N/A 6 ij4' N/A 5 t/4" 5 ?fi' 6 1/4' 8 1/4` NfA N/A $ (TOP/BDITOIA) '-8" TO iT`-2' N/A f N/A N/A N/A N/A N/A N/A N/A 8 i/4' 6 1J4' 5 T/4° 5 1/4` $, S. 1D (TOP) 439, ,-45.D 6 4• N/A N/A N/A NIA N/A N/A b` 6" 5 !f4' $ 7/4' 8 (BOTTOM) - �� $" 4" N/A NIA N/A .NIA. N/A N/A B• 5" 5 Ile , B i/4' S (BOTTOM) 12'- 4" DR tAi N/A NjR NJA NJA N/A N/A N/A NIA 8 TJ4" 5 i/4" lO (BOTTOM) SEE FR.E75 ,0. 1, AND 42 FOR fNpKPtS TYPE # SPACING FOR NSTId.LAIIDNS INTO OODD fRAML BLNLtNiQ.. MINRAlM ANCHOR 3PACIN93 AND reaAM,RA � DISTANCE ARE wpU7Ed 9N TX15 SCHEDULE. FOR to e£SS naM INDICATED ON Sc,iEDLUE �Wt� ANCNtNt sPAtBlc 6,- \A,Etw4nrHI SpAtw€G sx9wt# ON 504EDUYt Br THE Fa1101YINC FACTO". FOR 1#BS OFERAT,ON TO !A POSSIBLE. REDUCED SPACING 0$IAINED T/SwO aACiOlg S#MLL NDY !� LESS 71,M1 MNtB41WA SPACAJC. tXkGAt@ MR EAOX ANCHOR trPE AT ANc410RS LEOENC; Al1�lIR 1{YSA TIPL91 1f4'r is tue-oaP 1/4'i FowE o Ifi'i ij4•P ewx-iX ,/4•a muo-sEi ikY. A,m1pK teACPw @� 1 s 3 ] 4 ,h S i•mie rans4 +,w,aw fls) s s s iaa M#J aRPa. � dK7 s 3 s a/x s ,h AC8e1 ED. DOiL DLpNOYT P A•C T O R INSTALLATION DETAILS FOR REGULAR PANELS ,� (1�t I�dTO EXISTING WOOD STRUGTURI:S I 1j 1 I' : a-' P i A- PAJIFIW p F- t P INSTALLATION F ;/;' � D:R INTO EXISTING WOOD SL�'�$�, .. PI � r' T9 �+zT@,ePD wTafm iwArLER 1 i I" J i I EE54 } � - I Eo Eo I b of,%8 tf2'd.C, I � ALTERNATIVE 1 $t� VE 2 1!A`At1- MACIRnE ar.�,�rw� ,TEA i, Ir$• ,pR - [fN� tsEr• �I.-. , s' D.c �T#_ FOR AR EO EO j I , 3� - tl wpYO. WAIL D REdA€,RE i ` 1 ;i WOOD PU$ , E i j 1. �rbPY !�� I� ��t� T1�.. CIE +1' rAr m Ii�t If>`• REDUINA ; t!t tf+t.: LAG SCRF,w"+ O E' GC. W/ , 1( Y +Y�l4"La� oLaR,� we w! WOOQ.f�q,�. �'QNDtTIQ�,S ¢I�CHOR LOCATIONS ,t4•i-� PN,Q.MAtE FiTAME w Go ,p,�jERNATIV� PAN£11M1E PLUS a s° O.C. wf i ih` An. iNNEsDEl, F£NETRATfON Tri Er51AD ROOD gpNg �+ PLATE IIDIC : 311LtI7ER :RPaA3 NOT SNONN FDR FdMnY WALL MOUNTING INSTALLATION \\plalruaNN �� A, iittJT ,A�TE�TlyE iW •.............'£ r'w Q• �ENSF z ;• � T � = FLORIDA BUILDING CODE (High VBiaeN Hurricane Zone ' eaaEpralEatRrt. 20 GAGE GALVANIZED STEEL STORM PANEL E c�YfP'Rr. a, U6TN.ulXiNS ARE ONLY VALa FOR $YAL#W#rS YRiH P.D.AS.D. DF5(N LOWS 71P +s5s, -7'a.D PPI Ara PATIp:S LENGiN UP To $'-B•, 2 FOR MEN WOOD FRntIIECFX13TWtrCiRY4t YNOD MEl/BERS Ib $E ?O �,K},•••.. .S'T j i1 �rfT //4tr y1R GLOBAL 07fAhOEO PROTECTION PRODUCTS, TLC. �, , _._.�...:_:......._:,--._....ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 & 20)-.,.,__.-. .......___.._._,___- S MAX. t - 7 n 4 r ♦ 17 ss J` I MEW Wit. BAW/20 to 71W/i9 a �0100It v OR CONCRETE BLOCK REQUIRED O 01 y I j g 1 1 R(S. l K _ FfAlA,3PIt W- . ,o i 1 ! r 1• ss, Ms ` _ .I . _ i:_ ___i'__ 1_-'�• ,i { . - - I{ :._•_ M MAX, ! seP 1tR I 1 f vw RAT. �s€ -�-{ PARM LENGTH 90Lffi M/T/e'A x 11s2""' 1 r f ! 1 SCNEDU :M WWO NSR N491EAhi (aiE i�i: WS a ! v , ! M , EA'RRId'P A [ d „ • !4it j ad _• i f 47RM PAT$:. tKrTYDW } a- �t e'74S t ` i , ! I mz_ -WAX I8PY R0a i061 'f-O Ap•r MAX 3A/17. 41/17, sA/1n11rr se/17. 56/1B MW/19, TAW/11 t BAW/2L BMV/t9. 7BY//w 0 88W/20 3" M"'"r € € ANCH'`___,_,,.-_-,._. -- MIN.;: C O5#SEE SECTIOr4S ON SHEETS 17, t8, T9 &. 20) SCALE 3/16--1 Ike wW.. aAr ' '�^^`' r= � { ✓', I SEAT#ON A -A SCALE. 3/16--1- +ALAI_ `+I,t �► _. \. e ! _$ D; MAXIMUM A.S;RE DESIGN PRESS hfox, PANEL LENGTH L (1` j MINIMUM SEPARATION PANE RATING (P,s;Uf.) (SEE SECTIONS) TO GLASS CONDITION +55.0, -72.0 8•-B" 2 3/4- UNBOLTED INTQ EXISTING iN QD $IRUCTURE t A i I .......�... 4.. '- :,":^'".. ',E`. , , "•- , -, p>FMDER `' ",.. ,. ., WDINI SrFMER 'I::-: iIEAOER I ItEAdtER I WQWt , INED E 77 �. 7 Y _.. '�SUIREp. E' r- � * �• k "�. ........_ T 4'M TAPCON C 9' O.C. , �a'a 7APC(NI O B"' 0.C. r.:. .''.:. 9 4`P TAPCON 1 4'& TAPCON 0 B` o,C, ,. r6 •W/9 tfa"'uNY: MREAOED..7/11J2 V//r rAa PENEIRATt T WOW , P770M AT W000 . •:. AT MrDrXr l ,. I _zf Pt''J#TRAT,DN EIDER F1ffT � ERlpi AT MD00 , HEADER I & / 1/f• i 4' 1 4" j rI: j M f M 7 112 i Pi t 4 X I' { I } ,N 1 i , I £aNt Y Nr. 1 L- t. % r j { - � aA,. swVuaKN i Wd, SEFARMIorE I � , 41w, CLASSND" ..(SET " 'l MWe,. GM/,95 G 'N:alAefi: i. r „' (AFC ELTRO141 I ,I W 1'AAIEL.. LENOTN ,SHIM.. T3R 1 a) a PANEL L I BE t ' N t BELOW'. NaN. QTE (SEE ) NOTE. i i 1 '(SEE OELQM2 P ANE7 iLTNGTRI MM P LENGTH . swIMTON 1 ANEL SEP iIM FWSTM{G ` , _ srMNc I , SEE NO1C i _ *... ,, Ta SIJR : i � I - ;.---'' -. ( Tlk10W7 TO GLISS I __ ti'__.: .__ "� �v�::._ (SCE A`a1E 3 BEL.DW7 sufim�.. SbeftLE_ { (SEE ._.":.,, 9 i�Wk �j ' t r S.S. M,S, YI/ •-"- SS. MS. _ - ..__ - T-ax { I I 3Y t 3! r x 3 77Y ! i x /e" h +tMiO NUr IN WING Nu L r g S ' f T APCONq J 1' k _ p I 1PE THREATkD `Pt7IETRXROAT MIDWOH Oof RATE- • 1 E a' I � e• r' Lr t i i. tt _ =f .r F 4 » , .. i I I I 'ti CO EQ. E0 i 1!#'i-9mi5/4.53. M,S, W/ t 4 Lprt: COI. - :N - /40-20xJ/ •SS, tl.T W W a J 177{{ t - 7,0 'ibJ ' WINC NUT I' ! ! 1, T /32 I i r e"0 - LYRIC � S . A 3' ?• NUT 3 ' WRM .WA /3 I 7 ,I a ; /32 WASF4'R 0 12 1/2' O.C, l : ,AS WASHER f t2. f 7 O.C. 7, y WASHER (eE14iN6) MIT - / Nur WAs�R BT:YONO E { Ms C 7 , I, d ' r "0 6" I Y: , # tM'coMl a aF. t T e OC AflCDN 1 4"0 0 &' O C, TAPCOI •: >:- «.. ,_.._. r -.� -: : :. t THREADED- , , , / a BTMD W t. ry(G ADOEAEo STUD I .: ...-. .. .. .. .. , - _ 1 A MIGWNM ... . t� oN R A r 1 I f W. 2 TH. /T ,. ,.. :. t t MIN. READLD *, ,I :..: W F , �i � . f EQ a � Fu7e t 1 ,. 1 ,•¢ P�ttN A. MAWIMNPFNPLAT70N AT MITMtDTN: ! ' FIhYL-.-. ")I - OF PLATE T. 1 .. {} Y7(iOO RATE i #�4' WtX10 PUTS CUTE _-, PLAWft a` OM +/jAtt 7 R µlyU}n (NL Min mi ATN WAL WOU�f WG I(WA ± 6=1 WAE I itOUNTING 1IE AT(OE� ALTER�L[TIYE 7AW [! REGULAR PANEL h, RBjArW 70 AI TEE BAW ALTERNATIVE 6@lY SCALE /B =r" s LIFE SUM PANEL O R�Gllt eR PANED t SA�F7Y PANEL SCALE SC" 3/8'"•1" SCALE 3/@•''^'t'. 1N1pOSN'T� I. RISTALUINNS ARE ONLY VALID FOR OWLDQ40 WITH A.S.D. DESIGN LOAD$ S 1. •. i FLORIDA BUILDING CODE. Nth Velocity Nu cone zonell � UP TO .554, -72.0 1� AND PANEL'S LENGTH UP 10 a'-6'. maRP1Tm w:. tY. Na, 4 * s 20 GAGE GALVANIZED STEEL STORM PANEL `p, 2. FOR NEW , W/ WECIFIC DENSITY OF WOOD MEMBERS TO l0 SOUTHERN 9 2 ^. - or; PIaE NO. 3. WI SFECFN DENSITY OF O.eS OR [OWL x # . - -• .•°w 07jRA/sc2o � s,}RM �/► rr GLOUL PROTECTION PRODUCTS, U.C. w . .:.:_ :... rC' 'tM O L 91Wi {MG, 40D0 S.W, aT SiMEEE 4 h ''•..,, Y ANY 3s 7r3/4 2 Rm411.1% PONL41DTRF(SkaMwra0, ��. s"tt'StiNS . o .''s'..ERN i•. NT(N} rRn �w re :emas , u"" it. 10 PEAamaa NA ikUt r ata Ia-in t Olt ]£ $NM I! S 29 COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2s1' --239 fWAL, WGRH,:__ _-._.-, ,. -._.. ,.---A.«. r.. 2 (EFTECTME i 1 M t}P. f AMLYA MM SINK 4"" 3,5iHt' s 2.500" dr I 2,BS7` t «r 9M. A!R2E0 SIM 5" s EDGE 1 l 2 Op0"' �. 1 as44" rr M3 :w.-14EMME0 - : " R: AM MINIMUM EDGE ,"�€ GRADE 5+S MwM1UM DEtAB: :t` 0-E0 CALM: A set' ,•. ahRT�' •-TALI _ ,: : 4?2 t_.?_ Q E M PANEL REVERSED -h- TRACK REMISED "U" TR„ QKK '. P-Awa.'s Eim rw ;rea' I- W/ HEMNIEO j % y '- �• LOOS' yEENMEQ ,. }. - �+•. - � • M Q"J ISO' i.� JBOMIC VIEW T2MI A mcro":' aaoD la- ROUNDED CORNER 0 ENDS OF PANEL'S END UP W/ HEMMEO EDGE. ]` (N.1'.S) L._. ._.F •.I ___M Wa{ 4J 2794ft ) ALUM ANC.I C f T: a VilOE - (•-. 125' 6061 T6 Alum. ALLOY f, 5 A. TI'.l .065' (Typ.) .� • CENS;.. s No. 4 41 - 8T _l s s-1__ tk • FLORIDA BUILDING COTE(High YslovM Nean9 Zome' & ezmu m rr Lfp 3° .z.D" t iEt7P ;q aO GAGE GALVANIZED STEEL STORM PANEL oRwn er MoX. % �� `• IiTl lif -- s ■ ����LA �ASp��p�p 7 FS •'-------�' �` GLOBAL PROTECTION PROD LLC.. m//s,oa - a11:"_�M..} ALUM, N - C. aAacE RAIN ''eS/ NAIL 'L EC0 Nlrt.aaoa S.W.ssi slleEl 11" LONG NNp1N11t f .j itLLR Y EMaaNEEitlrtD -AMP owt F_ Says Ns a4. ,r R 1weR4 aNai, n Nr main (9e4769q-RSlS, 20-176 W. {{e5.xj6a7-eTat 0063-75 Alum, ALLOY "**,.� u u.-Nsr ._ , Qm7 m-In, �A Ym.a.0 ap,w Iwtlr: .0 OAEM,IO tb: PL. 'SGC/S'SNA,11/SITE 4IIMESGA. DDaa dF. P,E r],.1r6 6 sNnT 22 of 2a 4'a7' B'4 . 3/32" WING wil onl. 9ASi+ER 0 12 1/2` Q.C. _, 1/4' TAfN ANCHORS (SitD W/ STVD) _,. BLOCKREOUIRED WALL-MWIN Nd'CTAII MON SL"AIF 3J8'�'t"' 1j4�1 SEE SleE7 to a si TINT NINT10 SI TYPE a ANCHOR TYR a T,Ntar, $W6fiB FaR:R6rNiAr7Dla MVTD YL00 14 MOM S IS Y!.) A FWpfF 9TtaDEYG„ EDGE Aa ANWDR SPA DICA1 AND ENI+iMIEa EDGE D . ARE •THI tliR tW TU 'Alas R &Drew drt.3 3 SGL6UIE FOR E.E LESS »MN- ON : N.2taw! .4Mw1r d+eR Bf) . s SCNDDUUE ICH 90AMOU" RW%Cf AAL00 SON SC In THE IZ SChWOPLE A9BM. Ep. RIBRWt my fO QWm F CIM, I 9Y THE FOkTO BE OSSIORE, FEW REDUCED OPERATION TO iVSSAXF. O 0 IT USNO FACTOR S,NVL NOt R RJR' BE U YHN1SO 1 B BE 1 R+ORSUL AN Im OR IY FdI EIVH ANCHOR 714E ON Ttffi sTJ4EOW.E__- EACH N THIS s Ilr ww Dnola) rc>trNwegx ro - Ism I I ? � I � jk�pQ ,R ! I � tH'i-sot ss_' ;r MS N/ TjA"F'p e ) #s ED,A a, M's 4'-"! WS ",E'saiJ3a NO j WIMG WASHER T 4- TAPCON ANCHORS -SCAU SCALE IYI-,S. M,S. W/ '12 YANG NUT WASHER D:c i~Qjj OP-TIO14 42 R LIFE{ fib! EX STt OD MUCTURES _ 7 �r I _t I.. M. ,•' s� ;, 7 4'0 TAPCON 0 S' D.C., ,;..., ,,' .m» i 4"0 TAPCON 0 6' me, -WJ1 TtiREADEO t f 1./P MIN. THREADED P At 9Y14LF f; PEAtE(RATYON AT WOOD g,. WEAMR „ .FADER 7SA9ER - 4f, 4 ,J2• �)2. r r Mox.. b i gY f aj( WOOk TdEADi'R Y Wa D 1. 9 ' ❑ Y 12 ' t i`.'•• REOUf ED y1� a REQUIRED R r{ i t i I CONE, CONT. ( i 1 To i ti t aN € �EEr a ) EX1571MG ) tXASS 1 i Max. • i 2• MWx. M ( .: iC7IDUlE PATEEL-lENGTiI----'.'1 P&MEL LENGTH m SHEET 110 ' Ism NONE 1 SELOW) i (SEE NOTE 1 BELOW) p3USTBNG I/+`�2OxT'._. { I GL�ss Ss, M,S wT _ z - •r . 3 3a' I NUT 1 77, I' ,I I R ! 1 1 i i j I a 4 i M y I t 3 f. �f ! WWO NUT J2' 3 E+. . / XK4" WOOD I I ;7JB'P x 3J32' R+Wa WtTr REQURtEO t id WASHER + @ tta" D.C,.. REpUPiED 1 WASHE±'t 0 (BEYOW). ,, { 31 { A 13 t i 7 T F TE' O AHf:TLNA S 1 PL FANfLMA r3115 l a ,1#-TD ff r . _ 1- i. 0 Ee l 4" D.C. W 1 7(`'� ,` ! (( / / 3'- - 'i 4 @ ,/E' O,C. W/1 ITS' ANY. 7TIRFAOED PEWECRAioN •t INN, TOW40M PQYEmXIO+ ; AT MIDitTO7N OF PATE a-. ; . - AT MmWwN WALL UOUNTINti L)11lIT1Clfa-tN3dA IStN WNHUNIR'SSCALE 3/$"•x1" $ S ` 1GEtdS'•%Y+' SCALE 3/B"9ri" 31. f •' '. \ FLORIDA BUILDING CODE Nlah Velocity Nurrlcone Zone B ND 4i 67 t &Rasa I.nv M a - 20 GAGE GALVANIZED STEEL STORM PANEL sr, 1. 44STAUAT70NS ARE ONLY VALID MR SUILMO'a' WITH AS.D. DESIGN LOANS ! * ; - �: # ' *:Z �� .•_yam -�� 11RWIN Err P - S T -e . ..us+Nraa+ewr U TO 455:5. -72-0 E C AND PANEL LOOD UP O S L ATE Q ...»� ,.,-_ u.,., y► O - BAIL PROTECTION PRODUCTS, /NMSIac:. WOO❑ M 4O BLY- •q,•` ,-- 9: �r M 'iSP U T.PAs U.C.iZCa poC 2. FOR a1EVt FNrdAE DtlEISIAUOTXMhL Wl'R9O EMBERS BE UTIRERN '�'•. TELL G M$IC- +ePa sW.BT stREer RUE No. 2, W/ SPEOIP9,' DEE NSTh• OF o.85'OR EWAL .R�U', •• OI(tQ •• Y R MNE. AL =I+ .-•••» • �; .....,• icV WTI ea+N NNR®iaYav&,nsnw rf! a4 20-17B PHO -.. BSI �.rMa7 st-tas.m.p4m W-tW h )MO'751a;RAA. TaY+k�•a797 - a r - rst,., � ee r mm4 rR MMANW Ro: ryllllryt E� MLi�lMiC MLT A.OTIULft V, R4 as tt, _ _ 3•/24 (( (SEE ND,E 2 W-W II 4 10/ QR W/a (SEE Nm 2 DO-". . ftat-s,M.x 1'J24 4'/24 Y Max. 2'/24. T'/24 3 �-(B�f+� NotF A en.mY7 F017CONCRETE AAYAlLYOi: SEE C FJCMI r iGn.. a>X&BLZ,E: ItNWORS 3" tACx,. 3' ON 'ECWEN : SCMDIYLE. jIHFCY aEr aaoD J"-- "x �lanl sEcrKNS ON KAW Ra ;.�' AT i I,,••�. CaFEsommu an SHEET` sal Mat, ' #4iA• ii SNs $ END9F iA2'- I _'/2_°.._._-.I,. a/Y-r _1f - i F "i j j a I { I e {( � 4 I �' )1 1 iIt, f I{ •� j ` f I $ 1 { 1 i M Y 1 I 1 1 I f 1 ( I ' •I UT 1_� T �-�v'�• 1: NOTE (EMD eAWEt.) iRAAIliE�Iz 1BLOW } ' CSI+a PANEFD^ (PaEM''o (rNrEnlaR PArI¢Lj (PDR P. -)' SeLot ASEE x. Is, f NgfE. s [ r I 'SCE'. NarE t a,. 9ER.tWt I M III . l T T - 1 1 f i .i M- ] I t r � , ) f I I I• I[ ( I t €I II i f € 4: € tt xs 1 4' 8: W I YIattMTYM7S '€ tI . Y B". WSR ::�,..b_. I....� a,.».t......,�, • r9YIUk5 .,_... 1.1 �.__: , , i,. L a.._T„I..,., ,,,. ...._ ..UP e 1. T 7 r 4r 49 X I i ( ...}} (un, ri �,T i � Jill �T.. a.Y,l.:,) { I i 1In i 1 %•d � �'� I 1 l� r'• i 4 4 CT7P,) ISEE Na7E4 . -.. �,•-' #DP CON1:gEti ANK,iINP513FE '� AE"' 3'..-'I "..�«�.tr--"'---3-- TiXBMitE iroN NPs. EM Y Max' _BE LOCAEEa'. (Ay t,sE SMH SHEET 2& 4DA N4OOO 8CI4tY:---•--`M b [' 1� PAp1LR S 1 :Ai 1 1' Mn. S[E' SEOTNN9 ON 049 0 L EFRt 147 pt4R.�PMgL,Sn:.. ' r 3 42) OR (1W/ OR W/00 (b 16• r I.RSf PeVKi. (tj To � INSTALLED AT EACH ; LAST pN',iY, TO � WSMLtiO NIT T'A�ONY y�€r/,, aPEEM+c SIEN.&. N.wAYS � PROVfQK[(sJ W� FOR SEBI QPEYt1. SHA ALWMS � PROMElED�1Y/- NFNR IMND1� 7a r"'IMmar N5tAIUTKM I - REaR 1UIS3lE To FAGU!'ATE NSrALUIMICAL SERfS1lySMEENyTAUEO FROM HANG STORM PANEL M VMMP M E K)Ft TG BL Mt57ALL D FAON bRSNE OF SieuCTstAE-E-ZHAS SOLE 3/32" 1' VA E 3/SY' - i` r,/,• ow iYtP .., f/4' Mxx, NEAP ,fs` May. COP V4` N.. GAP -�^•^. 1 ,1 - pi 0 OR .._ 1 lowA.. SECTION -B o 5/Il' . i' NOTES : SCALF 3/3a' +- I- (i). nFFTNnMSN # crplFc: 10i7n• E - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL # :A14IaS� - �ooMAt TRACKS AT TOP & PANELMATE PLUS OR 15' LON0. { 9}, OE 2❑aO..: E - 2 tdM>pG STORM PANEL SYSTEM CONSISTING OF PANEL, » i inT BOTTOM W/ P&REL:MTES, 'Cunt. TRACKS TOP dt T10ii0M. (2), END PANELS SHALL. ALWAYS BE CONNECTED TO EyJ 9NO SILL. WALL. BY MEANS OF (2) D PANELS SHALL ALWAYS BE CONNECTED 70 BOTTOM TRACK -OTHERWISE A STOP BAR PANEiMATES OR IF USED NTLY W/ 15• LOHO (23 TRACK A BOTTOM. END PANELS: 97RAt1, PRQVIOED AT TOP GF SUCH PANELS, SWY3. CONNECTED TU WJ f/4"9I11"iAS. W/ 7� WR1G iRNT OR i J`4'0-20.3 Min. U 'M+ 9rN TAPPED ? ( AS (3). €F END PANED; ARE CCONNEGTED TO @OTNDAa TRACK. CO N " Ail G(NSIST of DES O ON F107E (3) F.LOW), T/4"0-20x3/4 MS. W/ 7/8'9x3//32" W94G NUT OR i/&`.Min. THUMBSCREW INTO TAPPED BOTTOM TRACK, LOCAt10pF QF FASTEt1ER5 IAAY BF AT EITHER OF TWO (3) FOR CASES WHEN END PANELS An USE JOINTLY W/ 15' LONG TRA4At AT t91 P t5 X BUT E ANE ARE NOT BOTTOM TRACK STOP .C21 i2�,} BAR EXTERIOR FUT.%„ES OF ENO PANEL BiSHAU. @E PRONOEO.AT " OF SUCH PANELS. SUCHE'PANO S, (4), IN CASE THAT END PANELS ARE NOT CORNECTE11 TO BOTTOM TRACK (I- A STOP B.aR (4). FOR MISTAL ATiONS WHEN END PANELS MO SOME tNTERXIR PANEL, A� DIRECTLY IS ONLYROtI59YiiG SILL ANC,#. B�,MEANS GP PANELMATES, ONE eN1ER70R PAYEE USED A7 TOP? AT LEAST "MY) PANF25 SHALL @E CONNECTED TO BOTTOM TRACu -MAP USING SPECS AA ON MOTE (3) ABOVE, IN SUCM RASE. COt4t+,ECIION OF PANE#.S MAY Bc {1513.D .767NTLY '"MMS (.^.7 AT BOTTOM ANT13"ATI 80TIOM TRACK 70 WAE1 OW to BOTOM K MAY OCCUR AT ANY PANEL. LOCATION WJ 11kO PAHE7.IAATES FOL[.aW'ING NG SHOWN ON ELEVA7lDW AWD W (5} SEE SECTION 1% 3' .F. 4`. ON SHEET 2A SEE ANCHOR SCHEDULE ON SHEET 25:. LEI+• EDGEPOM CE. FOR THISCASE, OQtETNOR PANEL VSED JO�Eh.Y Wv NOT NEED TO BE CONNECTED TO (i2H7 BY ANY MEANS. 1PACK (3Gi)i .:/LL NSEMLEG 1."'H11HISN"All SYrM A Ti[/� SUCH THAT ADJACENT PANELS E kEFT B RIGHT SIDE OF ERIOR PANEL) HAVE THE,R ONtAtAPS RETAINED BY '.. ♦YY ETC• "'�l fi3� •"" '+ `}GIN FLORIDA SUILOINO CODE (Nigh Veloa Nu cone Zons'. F.P. NO, 4 1 B7 x WJma ,matzw. Ric 20 GAGE GALVA10116 STEEL STORM PANELOWN W. STA OF CC •- _ .._.> •w (GLOBAL PROTECTION PRODUCTS, UC. ,n o C.+rr ,ism I 4eao sx a, s+TmT s90 � (� ! ANY OWe, fl. ]}jls "4'•'••.. %yNC,q V+` �»'�PaFtrntnffis. m61rt0' t�47a�-',ta:u.eAx:Lls,)�.maT 20-176 //A/AA4�pp,�� �'• .w,M SpAfBRp Npt rre LENTIL :i. TU1F G-1a0p7tM s4i �rau NEN N4M MMALeDR A Lr„I P,G tM1, A. _ 9BM El di Ra: INSTALLATION Ja4" tAPCON ANCHORS iJ4" TAPCON ANCHORS 0 0' OF. POURED tONCIRTE " PWAEO caNCXflE ., OR CIXRCOEfE M; % or, CONCRETE RLociC RECK)m 1 REQUIRED S g" Ica •a j j .px sPN.uIP•I m i � a I a Y tip w 1 j x`dR' war I I € I fi fL%101. NE HO1" WA ._ 14-1D'M PANELMAIE R,uS W/ �N¢, BEYtlN "z" WING NUt W:W/ -'-- MUM. st0CK .. _ _ORRDCONN OW AM WOUIRED REQUIRED WALL ►tOUWTlNt2 INSTaLLATN3Nj ( MOUNTING 1 SEtiSTIONASa , O REGULAR PANEL � LIFE :S1iFETV iF hMEL SCALE 3JB'�1"-A A IT�t,t SCALE 3/8'-T" 7/f i 9Ji'i Vr' SEE SaRiT 19 ! Fo FOR ANF}I110 TYPE k JMOHOR ttfC vmaoal Mti'}�.- Ely •'' ERA,£ 9"I'a SIAC04 MR AWi1DlK 1Nr6 t1aOD MI. ,MIa11M1 aw&+s (M.) ] l �• mmum MOHDR Smam ARC Www " i y DMRTANFEARePENEAtEaofTNO aSaM&mAnA r4N.a(sf _ 3 = = 1G.44187 FLORIDA BUILDING COOS High Ve#Q Nu cone T04$ ST,RiEDWE FLA F:O ,LETS TNAv R61MA1F0 Ow BP,Mani snow 6N1 ihi '3 _.. 3 yS + sOHED Ax RTOINE ANCMNR 9r �, . » 4nma yT V e 20 GAGE' GALVANIZED STEEL STORM PANELFA M KIPtym SPAcm SHOWN 0.1 SCWK E AC9EIL tan, an YBID99f{}: RM,'IDR 7ATE c$•.� �1 P le, a;:. BY THE FOLD" G FACTORS. I m l,t1S - y9 aPERSTiLNE ro BE POS50€E D 1/z _-- z_ _ _ O„V;=. , �ORI -�+"�� oF/29�sam 9E � 7Nw DMww`w tm : r/' w `'" aNRI `( r��s�rtr Gt08Al PROTECTION PRODUCTS, LLC. ....• 'Is S. Mr0/Nt. Dom.. 3' $F 4aaa S4L SI MET! - FOR iMN ANpaDR TYPE ON Tie4 SCHEpUIE ._ -_- , _.._---..T. A 1g11HglHt A9.i,€i Y aWC. FL 3014 xx SIu Y►I�wwsaei roiYw, tni9ns: 1964)eM-76la; EAIu 9S41+i-9 20-175 R'. . 1 {aPA .tNlba , y, 4K1T 4T«tali - sPrr'pe. _ Iw61N. I VI I004 NRt PF. 3Ylll1R€;NitURE/OATC "NACICrt h Y�DDaB{1475dr.. Pf '.r rAi+a 39'.. b'iL7WaKPw-si>. ES- VALID HANG =0.EME �Y F9'A3 1, E-2 HONG STORM PANEL "" ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN Al. 4) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE ID 6 PANOXATE PLUS INTO CONCRETE A.CCORDAriCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE, .BLOCK SHILL BE 1 1/4' OL51CN "NON LOA05 SIiA-Y., BE AS PER SECTION 1620OF THE ABOVE MENTIONED 0 WNNA NR E0 CODE, BZ UM EM CF 1 a"s X 7 " -N I BE871JENT' / /T CAW -IN ANCHORR. BE 5 7/9' bY10 CONCRETE: FOR A WINO. SPEED AS REOtI ED THE ,MLiR7 N N4 BY E SOtGPIDN WHERE THESE SKITTERS WTL.L � IKSTALlEO ANO WO EMBEDMENT R:0 ANY FINISH ArA7EAW. SHALL BE E+ERMTTCEQ. PERMITTED. FORA ❑IR 7-1 ECtXOt4ALTTY FAL70it:: R'0,85. LNSrNG ,SCE .BAND SMLAtV: NOT EKG' I UM EED THE MAX M CA.S.O;) 1JA SS :SN.S BOLTS LYSEfT SHALL. BE LONG :EI�CaUGH(STYOULD. ANY FCNGIR MATERIAL. EXFSS} TO OMMON PRESSURE RATINGS INDICATED ON SWEETS 2S. & 26, E 3/ ENGAGE 3/a" Il4f0 AtNC}TOfkS. ANCHORS. N ORDER TO VERIFY THE ABOVE CON617,ON, U6TtMATE DESIGN WIND TOAD°' DETRMBYE9 PER ,SCE 7-18 SHALL BE FIRST REDUCED TO A.S.D. DES" WNo LOADS Bl' MUL7Wt;YNG TRREM BY ELB IN ORDER TO EL31 IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, TO COMPARE THESE W/ MAX. (A.S:O) DESIGN PRESSURE RATINGS INWA7E4 ON STYEETS 25 & 26, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE 8EHN6-SUCH PANELS. ANCHORAGE StW1 BE AS MEMIONIM IN 8.1) AND SN 9.2). IN ORDER TO VERIFY 11� COMpgNGN15 AND ANCHORS ON THIS P.E.O. AS NESTED WERE NOT OVER S9RESSEO, A 33X INCREASE 7N ALLOWABLE $TRESS FOR WIND LOAD$ WAS RM USED IN THM ANALYSIS. FASTENERS SPACING TO WOW WAS BEEN o w VA7 ETERM NED ACC ,S. S-. C .ANCHORS SHALL Y'TRDAiC,E N.D 2O ALL BE INSTALLED FOLLOWING T () LLOWING ALL OF THE REi:OMMENCM71ON5 AND SPEOFICATXDM9 THE 'S O "HE ANCHOR MANUFACTURER, STORM P7MNEL'S ADEOUACt FOR IMPACT AND P'AT7GUE. RESISTANCE HAS BEEN VERIFIED ING ACCORDANCE WITH -SEGITOW Y 626 DF OF THE T VENT: fABORA • RE 2O 2 AS ROTOS�LS TAS 207 CONTRACTOR 0 tf THE SOUNDNESS OF STRUL"NR � THE E WHERE SHUTTER THE ABOVE PER .. 19 R S}iAll BE THE R - MENRYMIEL, CODE AS FENESFN+ATPOEI 1ESTlN„ TORT 9NC. -PORT - -3 P ETO INSURE P fiAS- 7 - BE € 2TF2 AND AS 203 IS TO @E ATTACHED t0 INSURE PROPER THUS SHUTTER Y ANCHORAGE UTiiR 5i-WLL ONLY BE ATTACHED TO CONCRETE. BLOCK 2. THIS SYSTEM HAS BEEN ORM,NED t0 BE INSTALLED ON THE Ov`TStOE G- Fff OF THE OPENING; ACCESSING TOPENING FROM THE OR WOOD FRAME BUILDINGS, INSIDE W/O THE USE OF A UDDER OR LIFE, THIS APPLICATION IS VALID WHEN INSTAL AT;ON IS INTENDED m BE. PERFORMED 12, THE INSTALLATION CONTRACTOR Jr To SEAL/CAULK ALL SHUTTER.. COMPONENT EDGES WHICH REMAIN IN b'OMTDNUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT WINQ/RNN INTRUSION, CAULK AND SEAT, S40TEA TRACKS AU. ROUND FULL LENGTH 3, SERIES 1006 NSt TK}N LS APP GABL SINGU U ETD S3 G AND ODUBt.£ LING I :[ Y: LE H SME WlWDOWS WHEN NSTALL TlOi S R DINNED OBE n E PERFORMED FROM. THE INSIDE Or 9TAUCTURE. t3STORM PANEL 94STALATMON SHALL COMPLY WITH SPECS YNLNCAM6 IN THIS DRAWING PLUS ANY BUILDING AND 200NG M T RI SDICROW WHERE PERMIT /S APPLIED i0. 4. SERIES 2400 NSTALLATXR4 IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTALS'LtUfRS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JU INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE :INSIDE OF STRUCTURE, 1a. ATRIUM WINDOWS AND DOORS, INC. E - Z BANG STORM PANEL SYSTEM" IS RY7FJfY` PEtd". 5_ ALL ALUMINUM TO BE Y Is, e €)tiRUSKINS 6063-Y6 MUD. AND THIS PRODUCT EVALUATION TEMPER UNLESS 07HERWISE ND7EU ) TION DOCUMENT .E.D. PREPARED THIS ENGINEER ( ) (. BY VEER i5 GENERIC AND PROVIDE S EIRIC DOES NOT Rfns INFORMAIIO I FOR SPECIFIC • ! SITE PEC FTC PROJECT .. WHERE THE t a CONOTr10N5 �YTA E FROM THE P_EO. 8. ALL T ALUMINUM SMEFJ' METAL USED A CL"AVE -H A 0&URES SHALL Wh E 3 0.5 .1 ALLOY, (6) CONTRACTOR TO B£ RESPONSIBLE FOR'TILE SELECTION, PURCHASE AND INSTAUATY614 INCLUDING LIFE SAFETY OF 7. ALL S'IM SHEET ' PANELS S HAVE U DUALITY . NAE'7A.. SHALL VE STRUCTURAL OUA.I ASTM A-. tiRAO- 5 V 7NY5 PRODUCT GTII STEEL 969 4 0 Min. CAL. ANYZEO STEEL. PROOu BASED ON YEAS P.E O_ PRiA40E0 NEJStE DOES DEVIATE FROMTH E CONDITIONS- DAI1`D ON DES9CMiTipN W/FYE 50.5 a(AMR ROUEO , THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS 1re GONRACIOR•6 KSPOWSIMrY, & ALL SCREWS TO BE STAIMLMS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT CCATM CARBON SIM AS PER DIN (0) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED. eNVAL.IO IF MODIFIED, SODIS W 50 Lai YIEtO AND D 9D I,N #EN$iLE STRENGTH & SHALL COMPLY WFLORIDAt at t 4. / }10 BIlIDS40 CODE SECTION 2 .3.J. / ' a STff SPECIFIC PA PROJECTS SHALL BE EPAREQ A RY FLORIDAT?FGiSt OR .- ( WTaCN WILL WHO WILL BER ONCMTECF 4. BOLTS TO -TIDY VAN 1 - BE AS7M A GALVANIZED OR AIMS 304. SERIES STAINLESS tY r JB i BECOME THE trNWNESR OF RECORD R ¢ STEEL, STEEL, (`Ft kW MINIMUM YIELD STRENGTH. fCf)R EO.. FOR THE PROJECT D WHO @ (. AND WILL E RESPONSIBLE OR t1Y' ) RESFON 1'ROI'ER 1N P DF A RO, ACING A5 f)E't$GATFSJ EWGINEER TO THE P�E.D. EWGIttEQ}, SI•LALL USE IT E .E.O. TfOR C SUBMIT 10 ICU D, ANCHORS TO WALL S19MLt S LATTER THE STrE C S AS I"CILLOWS SPEH3F1 DRAW THE SPECIFIC T'{YFC REVIEW. X (,) a ,HIS PLED. SHALL THE GATE AND ORIGINAL S : AND SIGNATURE () BEAR FtlGI lilt SK"'NA7U OF THE PROFESSIONAL fMCNEEROF -- 7/4°0 TAPCON ANCHORS AS MANUFACTURED BY CTIN, BTNLDECT, INC, (MIN. Nc-31112 P.m.) RECORD THAT PREPARED tT - 1/ 4' • 7 -.•.I' X 8 CALK -IN ANC AS MANUFACTURED - ALT i / J I€ORS, BY OEW INC. MIN. P'ra3oO0 .a. ( P r le . STORM PANEL IdANUFAL"TtlRER'S LABEL. SHALL.� LOCATED ON READILY - TOTS-10 PANELMATE FEMALE 10 & PAHII.MAff PLUS ANCHOR'S, A5 A6WUFItCTUTREO'BT ELCO CONSTRUCTION PRODUCTS. LDCA A REMYL VISIBLE LOCATION STORM FANS IN ACCORDANCE WITH SECTION 1709.9d � FLORIDA BUILDING Of70E. ONE LABEL SHALL. BE r''UM.'ED FOR EE}lEfi/ OPENING- ( 37iS0 LA G3BFUNQ TO COMPLY i WITH SECTION 709.8. FLORIDA 2.OF THE t . LNt1C3 CODE.. BITi1 &I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 :3/4' AND 2° FOR PANEUJATE FEMALE 10 0 PANUMATE PLUS. Al) MINIMUM EMBEDMENT OF 1/+'0 X 7/B.. CALK-YN ANCHORS SHALL. SE IS "71e INTO. CONCRETE NO EMBEDMENT INTO ANY FINISH MATOW SHALL BE PERMITTED. 1/4. 0-20 SS SI1XW'A(JE BOLTS LIED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4" INTO ANCHORS, EHEu .USER A TJ y,O� *a) IN PRECAST STONE CASE THAT PRECAST CONCRETE PANELS. OR PAVERS TIC MUND ON THE EXIStING .WALL OR _ FLOOR, ANCHORS VIALL. BE LOMG ENOUGH TO REACH "THE MAIN STRUCTURE $FIND SUCH PANELS AaCN)RTOE. SHALL )„IIGENS' r. BE'pe g F NENiMA1E IN A.1) AND IN A,3}. �. NO.44167 = (B) itt.2'3LG coNeuc><x @ '- *.'•= - 1/4. 0 TAFCONI ANCHORS AS MANUFACTURED BY I.T.W. SUILDEX INC. " FLORIDA BUILDING CODE Nth Velocity Hurricane Zon9j - 1/4` 0 X 7f@` CALK-N ANCHORS. AS MANUFACTURED BY DEWALT INC. (fmm1500 pA,Y.} : (�`••• f•. _ '• &1ma "'TEEM No. - T.p. s 2O GAGE GALVANIZEDSTEE ST - Lis•-t0 PANELMA7E iEMALE KJ ANb, PANEI.iAATE PLUS ANCHORS, AS MANUFACTUTRElJ BY ELCO CONSTRUCTION � �'. , 1 �A ,} �'YNe L ORlT PANEL an : PRODUCTS (N m 2a71 P43,) .+...wrtF.vnRu+ oT 1A.�. fi. €wc AL PROTECTION STRIST CTw, LLC: DNS ,( VI - JaW 4,AY, ±5 S114 /� Q. AN aM9.',FE. 3Stt4 .. a0-17 x.e. ax Sw 6 31 PN(INL 9a4-".S4S. 4 t54 w®wa AIMau, n as iYxrr , oW p,_.s, r r PmM ar.11a S Ham. TIED: la+ WaW-9A7_ Tee PP&YM6C Na 4. wn4. xe[ r,• •tsxs PZ gJ1.�R;3FB�tMff G-&BIM7ta � e1A1R A T►tR.,K.T 3 m t3-,u a -.- _ - - III SE ffi SEE socw" La Iw 25 FDR W. SEPwm. To R A\ sDDETE•Q� 1' BLOCK EtlAIaMR /`'} apNC�,E, ARMWaM Lmt �;i lw�vRn »7 _'-`� I4.1' xMs,p 7 ¢ w aezr IIaT 14.,• s... 1tA arP it pr � 1 �: -••�-V ,I a4 tx $4 . roMRn txNana 1 .t. 5 z RaUesa t lgtEaElAa t A ^., , € 4 (� g 1° ti ) I uRAT Lim! i 5 R i PflNI 1 & vw I I MmE t N aeEs7 1 t € r t R rS E.ERr�pm t I W3 f/4"A• 9 I I I , I F sEc 1 1. Y � € € li € d4 SI&kT 25 Y t s T %. 1 ii41�: A M iW 4 E sclePtAE i f 1.. r a Ax3 T ro . ' r �„ IDN 419ET a6 € . it W.RaM�`w T /g 1 {{ MMG ie f., FYER'd dAEftlAp `c � j jp � i 2O MIS. Y 1M14'Mi€• 1 e ! r M I I f, 1 $ Cw4 t 1:e tl � -Y'_ Yx, -T 3 ax mim I� Rase& F- ' - J _.T 14.To �v� rt L Fr "=S.✓.slq f ,1 ?i� rh a-w•ah•. Ms.: m L..., � �� �... 1TJ,Yla'MI, Elea &LOCK � 5 fiYaR3/4*.. M.k L x91MEII, j � Y^•^-E fY-. INt#: ark{ 'h.Yx3)-s• MRa. 'A.�4bl T. x tirwa "` coicw,xRIM�eFA� flSARSa1PE. EASE 4` CD fD ) ._ _ reAlReO r CaiGN'iF. AW"o" taR., 9RaY4 roa y tmalr) � f �: ENKi w sm$ LA M E-_.. H_ - S' xxmu _._. -i.n u, 7 �2 �- _. w aNn �T uo NTi a Nrl aN siv Raj �'••.` __. �13 m SFi A64NKBLF)iE4 SPEGa1L'RIIMiS Mrit - F SKF P/ jVA AT TOP AS ' Ag tKENHe1N€tir/l/ �d I € v ca e . g w ® AT 9ifl ni Barg o"'' �aPc ` /^✓� sU96 pSrN,uTgM I'm ON SOW 23. '\:% IONJ B9>F:DmnnM7K9i �F •. s'� No. 44167 '. C3 -TOP. S671DM '01N le • FLORE( TN WAr �GN�iFN,D3AtAtiN.LAE1OsN . N'.Avsse TosiNr -=3-:STATE OF .: &mW.Ed.a., .ex. ; 2 ISM, SO4M.4 VIEW x O• ../TicaEY 6 5 AYP Nlir 3 NEEDY awsmap a Ms. • e� -6--0 N N c _ C6 0 N U 'a CL 0_ C Q O .M O 0- O Q 2 Q O (3)C (13 Q Q LL Q 0 > An Cn 0 - . CI AT 01 W __gy�pp O Q. 6,M � C u- 0- Vi LIST Q Q � ICY � oA ® <a; C.r OC Lc7 .r `3 O a- ffiM > i17 a 45a is in C O n, (3) WW1 W =3 CIO CL CL U Cu _0 IA Cu m LLI Q Z z Q LL SHEET NO. SH 1.2 I", ,;_', -�nfljtwl . . � __)__-__I_ w��!MJ*ti-1111IR11 plo].W!A:il3�-mill�:#7*14,.,tm-iwa�,T�rT,twl7 11WI.MIA111vale'A0.1. 11 , . I TIN I �;PJILVWIV.. - __ w"Um A519. O%IW, vm W) Se-,- SE)v^T" PAWL - A" I WI "I.E. $ M., ( ,P GOES CONDITION SWO +66.0. -7513 - - , - 70, OR LESS 2 q/1w I I w7w 1. 1� , V, * I 1w 2'* & 3`01 +611.0, -754 1 70* OR, Um 2 7A. 'mito . I A' a.-* - � =00EY Fg. .�90" M d. �� ml� . .Numil AT VVE'RAP & � OF PAWL LE"WRi or PANEL - IVIPW*Til�i:i*.I;i.ljtl�i�lfis'!�l�iff.ilI lw_11N:��m . 91F. *!�tum4,1+mj1J41:T.N 19, � - . 64re 01 W.S-1.1;-0411 AIIIIIIIIIIIIIIIIIIIIIIIIijkT110-K-INI m !-,1zN;7.I,5X1WZ;SfRR3tT-R =1 "t"MIGN A4 � PRESSURE (P-�J- MAMN" ANCHORS SPACING FOR C, 0. - ) W. - - ----,-- APPUCAKE TO septo" j & AIN, rOWONAIVNI OF TAX .1111=1 nI. TAPWO j CALK -IN PANOUMTE f0Wr To I Awwwm PLUS ,,� 10 � 1, ,,,,m 70 compmEw IQ coomm CONCRETE To CONCRETE - So co"E"'Em IV NIA 12' I ---Rgm- N/A - Ir __w_ N/A Ir __Igp_ NIA V & 2' CW) - W ,.* ! to' 3- 51 4- 1. 4' S�MWOM)l 12* 1. 12' 51 1. 1. 2'. 1. v (WITOM) 1m ++ HI&D, MIA __ N/A N/A _'_� N/A N/A N/A — 1 121/2, —.=a w 21 (BOTTOM) -7B,3 - - 7- /A a , ". N/A I 41/2- N/A 4 1/2* N/A " (,,,) 70* OR LESS ,2' - N/A 12, ___ N/A 9 i/2" N/A 9 1/2- ___ N/A __ 11 (ODTMM) , 12, H/A Ir N - lAi 1 12- N/A 12* � N/A I 4' (TOP) f - 1�r - ,� I Tr � o- /-7 - T:� 12. �:7t7 11. Ir I IT- I '. --N � . I * UNITED TO III&O W, ASM, OEM PRESSURE RATING, A SM SHEET 26 FOR ANCIA)RS TYPE & SPACING FOR *1S1MkV" 000 *OQD FRAME OUILDM MINIMUM ANCHOR WVJCftM!i *0 W44M EM DISTANCE ARE MICATEo ON INtS :=k=Elm Lm IRAN pacam i* SCHEDULE "mum 940M VACINO 'to SPACING SHO" ON $01401.41 By IHI� rakdomm; FACTORS, FOR T'a 600R.MN To at POSSIBLE MUCED SPAIONG =%r" IKU �",=Z "" VAORO ROM= MR . ANCHOR M 1/41. -1/4-it I/r. I I/r. TAPOW FRAME M Pus - CALK-W , 0, ANcHon wvxa 6") ZI 3 z I 'a viatmetmot - *5 � � ;_ t-. � I AAMM4 - v.wWw 860 00 Itift- ;7,-* - -A_ I XMIL m pw !!!tm 001011 - - I tjr - 2 '/V I - r I - 9 ff 3 i/2- I I - I �,So - I I. w F`f_� + REQUIRES 0M, DISTANCE BETWEEN BOMM OF ' PARL"ILLIL1,12' AM (2) 'to SE, 1/2' tl�mqx ++ RcouRm kN,- awAmm stromv BOTTOM Of PANEL AND 0 To W_ 41ir 9 I CQM_PQNENTS EQR HEPZLILAH, UEE 5AFETY A E-Z HAN2 5TORM PANEL 5YUEMS I (SCAUE 1/2-l') :_ ---"--,--- -,- - - I - ­ - I - -- -1512v (TOTAL WWH) ____ __ ---..--- - 1______________ 1 1 ---2.!IST'-- - 1 ,2-%V (EFFECTIME WOTH)------ - -,,-- ------- t -193 1 i I I I � -------,- _­ __ . f- - - 1 __,75O*-__ . 1.250' 'It.. I f- I i t �L_ ___ - - -6 Ile (-,tPj___ - __ . _m�" � _t/F - I I , � 1.250- � .IW- - � Ow J28L - i " OR, a "Zic - _-%O`--� - Izw 7 �__l 3so, - " 1, I _10cr . I I oww Ea " . I : - I I - �- I , � I I T" - I I I ..., , I I f I � I ;I --m ; I I . - � I ,_ � �­­L­ P I I � ' - -t � "a' _�7 r I i ", 1", .i- -- 01024" UW. THICK j 6 3,iys- � twll � 71, , 111�1 -I' � 2 1_1�� I � - � . 15001 GALVANIZED SIM ; ED �4 - L - �- .. - - I -1MGM E Arm AM Typ" � .2.030 � �.Ow ­ � L-pw I I I I p - I GRADE So MINIMUM . 1 . - I- 2.12!V I---- ____j -4 : G�60 GALV. , � . :--- � t7,�- %1AJ1L A 4w I � _! . ------ -------- .379* ­PIrp'; jg) ___ L_ L__ I . a) mgm emu v k-Tsw --- ;,;;�`A_ - ,-, _ __ ZoOO*­­--j F-t F*aS SA&L at 06,KM ALMYS ­­ 2'm'­­_ - FROM LESS 70 0UGHT W/ 1/2- CEO (� �� (� At= MIH STUD AT M AT LEFT SIDE OF PANEL (� "__�`,-�, �, -- 7P." , 01024" INK) rAw's END LIP ,"- .,,�-­ I -. , 1. I I CALVAMM STEEL _37:� C-2701 � I I W�,Niiiit&ivii, -, ,--,. I - � I �,� , I ffl ,,,a- - * 4 ___ . � "'� ,� , " L' I ,� 1- , "w " 'f_ to 05 � I o , � - I "I � - .. - I I "'� . I - i'l O,rg:A I � _z , - , - ,� I - .- - - , 0. 2I .. 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I I . , . r __ �___j _____zow _ - 24W . - --: 3 � w � 4 _-�­­,�,;- I I _,__,_1234a-_1._1_' __4 ,1w 2,oDw Lk 0=', � 1-118" i (-.)# ! I I i , - '00 I � � 0__ � ,_,� I_ A psw Ar�_ , UYA.._N*_ HEADFA , - ___tl MIK To 5� M.. - , , � � . -,-2.000 _� � (R SLEEVE J* MO. � _.- _J LEHM (@ ANGLE , (9 "J" IRM @ PANEL HANG ---3.OW' - —3 r , "W. .L7�' . 8,4i:-� MOT-71 AblaY 0"SlIA"Ism, '' . i i -47112001 / _", I ­­11_..1__ ,��:.!!�I/,.: (usz ONLY WMQW PANEL ,� _+Is. N� 11 _j .05 I _-_ -�,_­_ I -�, �"' � .""E-1 ­_ I-S, ­­­ _�/ .. SMEM) 600-TO ALUM, ALLOY F", I 0,1,r�_, � ' ' * 18�1' . - 9 ! No. 44167 _% % FLORIDA BUILDING CODE (Non High Velocity relcone Zonst) . . � - � - '­ -------I - �! , 12!6 .I�7 _ + zoow! I `� ` ' _ ,_ a 1, - * � � r­--VIN. j_j z w: num INC ". p I .088* 123, 's. % I n'- _ I__ ��, z . . 24 GAGE GALVANIZED STEEL SIM PANEL p I, -1 - L 1101* - 7�-:�.. MTE OF .` -I OF41M ISP 1 I ' -_ . , "-) � L- SEE ,EGnQN, L- -­ __'_f - ,250 , , - - � 2.000�_ I LA - _r ' "I"mo 0 - N PRODUCTS. UC. lk� 0 , - - �'_ L. * MIN ""' �' - "' 11LIVIC mt. GLOBAL PROTECTIO QAm_ L _ - . �!!W )� �,A ,�010 N. -175 ,, , .W,SS, 9�EM.40_0.liltll- ",_ 20 - OWN "� 41c. - N 07 �@ suiLu-w -r 8 jw&a-oLa = TRACK @ & (p) wAsmERED whicuuT , - — - MO. SPIN" to I ck-Omm �.j 1 mm A QAMAC 3 ALLOY) PIE. SE411sm"aww"um mmm & Lm *. FZ t FIORMAL ri . , I - - Fm9j I 1 ,I I . I QUAIL$ EQR REGULAR PAffAa INTO POURED CQNCRETE OR CONCRETE BLOCK STRUCTURES ALT0"W CONCRETE UrATION CONCRETE AMCNORS (SEE SCHEDULE 09, - I -r-01"O."w" E POLIT I � ON SMELTS 0 1141II(TIOM 10) EXISTING POURED CO�OM,��,,-, - I OR CONCRETE BLOM SHEETS 9THROUGH, 10. , III COTTERM L(rCFtEn_ CrNO , I � � fmoutRED. � , Reoum, _L.D. E1.1 ', C - /_81=1c LEG CONCRETE ANC"M (SEE SCHEDULE ON, __ 1. � SKEETS 9 THRO" I .1� 4) I---- db�l _� �_,* � - ;g-w .A .Iog gm 1 ­�---�_1_4 F_ . e 11/4- � lFs, ms- I 1/4*;1711� wj -w I i Ile --.-I,,.,- kw� -,-.,. I CDNCRC . I 14 04 MAIL i _1_­1­____1­1­ I.; 2 I 4 ,� SHEETS 9 THROUGH 10) � f- _; ___._.__,__ 1/0 20.1. . ______t E� i I I , ! _�Vtx Hoo evun� 0 A t/4- 04 z ij I � �V///Z�//Ij�lllmmrl/;11� Mu L EX-2 - : .., -1. I PAHL ; - - i t I -- I I (SEE SCHEDULE P -,c I 1) �_ 1 ( i I I E ' TAM I I I ,... 1. j_,__ I 14/0-vAr � , , " eiLWI � i - -ul I i I - Ot ,,-',-',�.,C-UL,@ i T=, � ON SMELTS ;_.-I � "I "I'll � - " �1' " " IS � M.1%zal-tt.) ION 70 MASS I "na". I I 1/1" w SCHEDULE I 9 a 10 Fffl ail 0 4 II --I- - -- - ____ 'L, M.A, SCHMIS ON - I m 11, - .. 10 I i ON SPLIT 3) - . ". I SPACER 0 - , K, I I ' PANEL LCMCOM I __ __ _ -_ - _!��4"III =4=1.4n `L7 �­4­ - � - 7-- �- � w""Fm i M�l LecIti 00 T-n k - , -, -, - _LJ 4- ___ km� - --r SEPARATION I (SEE SCHEDULE . ON vim a) I r I =sw� ,l �Ir ,I-.--- , -----",- -I I (r- I == ,�,r . ON SHEET 3) j +-­ - _____ -I i I I mq� � �N_ ToCLASS. ­1 SCHEDULE ($a I 10 � � 1 , t-- 11�1 L.- --,-,--, i I 4 1 � t q --- ��_ .- , - : � � ON SmEu 3) 'I It .rlv I 'Po'. _�­=;=wAI;;=- I - _A_1.1� OF 'L7 1 MAX� z � � I � � I i __ (D � a -4-,-- . q) 1 ,@ I 4.0 -1 0, 1 r ! � I SPACER i Sox -V 1 I , , t a 12 1/2' TIC ___ __ L___..___' Ep , OF I � ! IS �1` q l I yr - I , Ma- � I 11 : � ; i I p i ­1_111JI-11 -I I" � i ­_i � I I '" , . 11 � � I ; I.- � � � � � LUSTING PO CONCRETE ARCH qq__,�, 45. (SEE SC`IEDULEE 014 1 ��;. � � " 4 CONCRETE ANCHORS � . (SEE S60ULE ON : .1 ... 1­1 1-J, __ ---I CONCRETE REQUIRED OF WALL OR SLAB CONDITION) . I 5-w� If ni�v. I U) .1 � �. SHEETS a ThnuGH Ic6­- MAX, AWWNLW I D.C. VALID FOR - , STING POURED CONCRETE 11 I . ALL lox*AND PANEL I." CONCRETE BLOCK EXISTING POURED CONCRETE : OR 1- I LENGIM PER SHEET 1 CONCRETE BLOCK , � , " I ,,,, REQUIRED. �� REQUIRED. .-JR 1^ MAX, LONG ALUMINUM SPACERS 0 12 t/2 - OC. TAME ON , , , (SEE #1 wws a & 10.) CEIUKR AND FLOOR MOUNTING .I. IWILD PIE jQUNT1NG SECIM ,I SCALE 3/8-1- WALL MOUNTING IDIUQ NOUNI jZ5PACERS (9) OR Q) lm,p , �,wI%I1nRh#,, - A44, A. Tit 0 eew .......... 6� . �11- 1.`w)0Nse1.-.v �" /�.*� 4x * I . s: 1 FLOR1111 BUILDING CODE (Mon Hilgh VoloccOx loope zoms)l z .* c� 44167 'i 1 I - to= wmw, *-_ 24 GAGE GALVANIZED SREL S70RM PANEL CA, � � E.D. - EDGE DISTANCE (SEE SCHEDULE ON hQTL_EQH_QMNAGQ_ -1 1—.1- I . _ ___ . 'top & BOTTOM MOUNMOS CAN K i =*' * i*s I TATE OC, : z Vz--" ��.t-> I V. 1� I '600=77__ DAN &I, IL E C 0 tuc. \ GLOB& PROTECTION MNCTS, LLC. a"PAIM" nixt, __ * Am " 01 slim I SHEETS 9 AS 10) COMBINED IN ANY WAY TO INSTALLATION. SUIT ANY I _�� ___ 0�i . =r=*.Tz.1 a*K. =14 Aio�- (954)"g-70O.L rXtk- WYW�727 20-175 -4,-M;�-_*�= _-_­N IN- I — I.w 04"m 4� C.-OOM10 - . m m - - .— r RNjNw*x4v0wWSEmA I Tr � . %�Imt.,!�q vi,�j;P kL I I I I "I � ____ — � INS-TALLATIQN-- DETAILS EQR SERIES 2000 & 1000 -Z HANG M M emEL In INITO EXISLING WOOG STRUCTURES -1 � I- -1 11 i I � I � '14 - - - ,� II.0 - , I .1 __ - w I TO /, ,� �_ __.�; I , I I � "I . '�' , , i/4 I,., __ - . 04 SbREWS 0 r OX� W/ ..... I N ; ;­ I -4 IIcays IS I " �' Ve# L 1,__,__1, , 112* Mt,. ITIRFLUTINS AWIMT04 41, ff I , ­., VW;N0 W= WAW� , 11 , . FL41 OR 0a . T121 0,,1 TRPEAMU144111. �a,.`� 1% " t , � / � - ­ - - ,_�', "", I �, , ,� --- 40 G..L 014w sm.%� �' I ) % �1:1 %,;, . 11 - - 6-000_0 I", I e I % �, , _�� I I I Ms. e , i A = .,� . I � - " I. I �_ ­__ / / _�, , , 1-04c-1. put's.ms- 0 �_. - � I , �Ii JT�PRI_ - , -, , __ - � � � ,� � I , r � , ,j 4 wr 11 j % " 11 11 ,r , " vs A #tw sms, . I § IT, � � ", / R ,� wSCft � I � I- "4quka I I i t , \ ,I _ --- f___ ,/�-­20jf lam I � I - I- I 1 40 Ek ENO ur 0 , 4, , __ 49V To 6U;� THREADED , J\ ,�l , iI - T AIL 1/24 -, 1 W 11=3132, WDOO AUDER. 1, , . 1 ALI TV , )11 , T p)_ r, .A__mA . V-6 ("'T E VITAL 1/24 & � -1 1 3/16' AN- POP lam t-t � � 1. �q - -K-n-it�' " L;U�� , I 0101* sx.s. - S.- 0 10041" or VIEW () Ek END OF ID I I MWAII 1, 0 , Op.-) ,w I " I I - 1 7 Cw awn" I [__ In, _� - - t .1 (SEE MAIL Im a _F___0 il 5 i - - . 4 A I 9 L. NOTE T,A, smovit 7 _0, ASSOC 4EADEA REO . I I �.,, ,V�,,t-;r��,� c, I 1, - io_"r. � * 1 - 2 9/I6- � 2 .,,/"*,='- 5 W, w - SEPARATION - 10 SLAM I c", Wwl,u * .L( r2l!o� 0 1 - 10 MASI. ��, i I' I. , 'I - 2 7/w MI. i E. . 9 4 9 v 5 .1 r',�Ij - -KARA". 1 ,__ - ' - . __ __ I 1/4'0-20.3/4 - TO CIASS �*_zw/4_ x! ,*w M"L,v � y - M, SCREW V � I I.., -.0-11 41- I . 2 Vie 10� 7/8;%32 . smw V/ 9 - - 1 4 - 1 .@ I t- - $0 1XI - = 0 E-4.13'-�' 1 9 - i -10 T OVERLAP b � I �[ - I I I a ir� ­ i__] I __j - 1 -14- - __�_i I I "' f cj I 1 , I 4 t", --"---. 0 :t I I I I 11 , --I- I .-f I I . I , I - I I * I I , . � ,� �_,g I 1 1. ! � �� e I I � I !I I 11, �- i J 1-4 I I 1 I ;, � r - 1 -1 I! - I.- ' - 6 �;. 4 1 " � ji t ,A14; 71, 1 § * I 'I It i 17- I I ` . , . .2�y; 2 I, __[-J, a M* O& - 11 - I "-----I ) I � 14 __1 � . -1 '�,<'i j I , ' " " \ �t fl (bb.-C-m-) \ I ii- OF, .m. __ � . __J� - � - I ,*- 41 It ti A"-'.� - --:A __ I 4, P. - —.. Lm to 10 Y, 4MMY G . I 3_� � I --- a �, , .3 ., � 1i 1 7A, W, THREADED � -1-11 a � I j I ;( ..,- zw - M.S. - - [ k­wl. N, "LOW) - m/. pmomfloke f7 Tp- O.t -- 11_�_ - 1.1 _� ,� w . I / 7 w/32. WWI; ,, - -1 I a , , . I - I l� r� M I -,/!- scam * e. O-C. W4 �, = 4,-WI4. I H , , I,:_ - VK Ut MOV"m " r" � ; ,� , � "Itwom or , "A.IA4 it � kru I. �, I � 7 RN, RIKQ OR "T OR ON W" "", 9* sre" -'o v, . . . . . . . . . . . . . . . . . . , WEISE IA quow� I., - A� . ,f. � .L �� V OW L JZ�S,1-111 YLVLL " THUM ROSE 1A BMO*) � 4& W/ 7/0.0.3/w � SS 1 - . . . 41�1Nw1Ov1*1j ox- "I ,I. � � � � C-L _1� ; LEN ; 17 , " " " Iwo - _ � - , �� ; eo sc 1ANRIIAMMUffitri , , -1/14/ "I i % I ��LZSC= IF IT C­ � 1 � 0 �� I lfi� I la,401. - t � 1.1% Wju � , I ALTERHAM 2 v OF , � O 4, WALL IOUNTINQ ;xfWw 'wj fl-AT OR ON EDGE �, I � 1� - -1 2-0. WOOD UT OR 01. IDGE SCAI 1/4-.1- - t, � " RATE KGOLWD AXI I � � ; � I ;I , � A 17 &URNAINE I"MI! ­ 6 �� -, "I - . SCALE 1/0-1. " i I �, % IWILD W mQuNTING 1 � I -11,11,1111, - Nra M Lam RMI AI91#, ", .,kU.... � 1w III=* , t. ONVA"ATIONS ARE MY VAUD FOR SU NGS Iff" ASC_ DES" Loos " _­�',' INWAUATMN MUM= A UP 70 +t&O, -)5�3 Tiff AND AAMU!SLDi4TH UP TO T­10*� gf- -, , ""UMMURfm ..­­­ ..ft SCALE 1/4-.1- ��' I - WODO MEMBERS TO BE SOUTHERN - F_ ot,'��_Nz'e VALE 1/4--l' 2 rOR NEW WOW 11 IN rEICoN=_WR - . IM OF I P,mE ft- 2, w/ 0.55 OR E� , -1, p "It. ,­ S .. `,- - � ., . \PN 11 �� .�,W. 4'.1 i_� FLORIDA BUILDING I -, CODE (UT IT Velooltyy Hu cane Zono)l I - -~ - 11� - o­ - � I I f : No� 4 *. z elt,20 mlwo� W_ : SEE AT lop 1 *. - 20 SAGE GALVANIZED STM STORM PANEL rP A, * = w^M w � . .*� SFMW`W t4 ogp.mx., I 'OE 'k WELL AS I'ML C m .. s . - � I'M , I I OR Soon WA"TON Tym ON I on 2I IS 1". FAT OF !� .. So/wom , I , GLOBAL PROTECTION PRODUCTS, LLC. tKm __. lek DI'l X M.,LA, E-Saml3w AMNAMM 101P HEADER NM ­� � &W. M slow K MM811U 11 ANY OMMON A AWNIt LOCATION . . - , OAK, � 3XH' =.k f. a," "WINE., IT,,, x"-ft-41 "'t'- (RIM)W-67" 20-176 c / - - - .� - = - , - - , I- - - - CAN I NULL- 1/4' . I' I ow � ,_., WAY tOVUIT ANY INSTALLATION. I ­11. I - '40 , I—- ,,c R,vs,wwovs�x CA- 10 -.1 - OMANI; ON, .,, � ." TRKJLF Nor G,ow mANny A Su ay, ,.x- �,E.,E. m I, ; I W, _� .... UZ I *� -, I - I - ..... _., , ­­__�_ - = *441 � I - ____________ - � . rmarr"=17"'.. . I � � MAXIMUM PANEL LENGTH L+- OR '1,­`,(ft.)JI MAO" A.S 0, DESMN PRESSURE RATING (P.0.) (+ � - co"=m a WOOD VWAVAT"S t J,+ L1_ 20.0 11-1. JR.-,. - 1-w - - ­__��o ­--m- I 1,41 _"'$ to* -AV, __2!�_ .no 101-to- W-7- 40,0 10�1, -;:--e 45,0 91-C 01-91 - Sao 0--l' &'-4- _____ 4ira_ �_Ar_,;;_ _Ii� - . 'o _.____i;7_ -­­ a 70.0 , , -i - ,�,1-:-0-.J—p,,10:--1 _ ""' -.- - 75.0 r-S, I v-10, I _-Wo— 71-r 6�7- 8510 7*-o' 61-5* - 90.0 -7-- r ir-r ---!!--a YOU _JL_9 �:_� __..L_E__ - L-I fav, 61-3- s'-s' 11110 5'-7' 1 SAO - - I 5" i- -- I sk�r I JMJ TM;KS �j - X - rj & 01 D.M.-O, O� vm�� � MAXIMUM PANEL LENGTH @1 @ or(:, -L+- OR -L-- yq a wwwum "a. DMIGN PRESSURE PAT= ("t.) (4 - -) CONCRm & WOOD wAuATIONS t I 2av w-4, L31-01 - .W.-- - I jow, --T--,w IO-4, _E-_,, to,-?* --ii—a- _,`R?Z_1a _v_;;�,_ 46'a V-01 9�2, &�a $,�I' 6�7* - 5ITO 1 8'-7* - . 0,.r- __ I .- I,- . - - ­­ aso _ __t_,O:_ I*_Ir __ , . ', . , 5xv -;�-- IV -6 .- ?,; - 7" 71-21 ,.,. mv 71 �Q* - Is'-s' SEES ;,-,, I5*-I* 90a f*_s* 61-11 iia F-7- -F-I-rl - low"o- 105a, �___!- P5; - 1104 - 5*-?, I I&* - 's'- to* - 4'-s' MINIMUM SEPARATION TO OIAM SCHEDULE MAXIMUM PANEL U36M W wo SPEED 11; 770 _Fh WIND SPEED > 170 -P.4 DO ____ I - I RES"wwo UNRESTRAINED I RMFWNED_ 30 OR LESS V I ,� O' 1- IS 11,F__ >3�i'm So '. I- 7 11r 1 7 1/2- �90 To 146 . 11 1. 7 1/2' 1 2 I/r [ >145 v I '. 1. I - I 7 1/2* 1 WINUM ... I � � I 1.5*xI.$1 ANGLE KD82-QQHQff= 1. TKALK ANGLE ,= ___�. ____� Top BOTTOM ---__ ; I I �11. __ SUIUS�0411` Ir I I .r = - ONIECIF '. w w ". W. (D IS`Xll� STUD ARGUE 1. 3r 42* 39, 1. (3) -r TRACK 55- 1 32- 1 32" 42' 67" - go' - w- a r , :5w 1 L2L : I w 3e 60 6 - Sm 1 . 32' 1 n' aw I _'SE. I 56. I- MAX I ANCHORS (SEE SCHEDULE ON . MIN _', 1_1-1.1-- SOECTS 9, 10 *11) t I 0 - 3/4, 4/5. 5/5 & 6/5 , 2W/6, 3W/7 & 4W/7 --I- _r _T_ 7-f- -I - 7 I I � � I I I � I � I 1-11 It'l � �, ` .- , I I ��, T­ 9 - I I -_ T " i g I I - I , - - I i � r_ I 11 _;�_ I- " - I I , BOLTED PANELS W1 ,V"-2 � t- 1 (SEE SECUNS AS I I '�; ,�, " APIU." I I i I 1 I , I 9 US sm? w 6 L& O&PLAP 1 WS' 11UCABLE) [ 4 1 (I iiiGS A 1 1 . " I I -I ' L , i 1__ i _ � I I I - - - -11 I - 1 ! r t ; - -_ ; t I I 1 1 A 1- it - - t J- _L! - I 'I d ! I �,- , - , I - - , , - I i , - t I 'j, I , I I "' [ I I , , I ,, �, I I -, I I 1 "I y s !"I", I I I I I I -11 I 1'� I I I I 1 j i i D.M.,(�). (� - - . 11 L__ . - 7 �__ -1 . - � - I -_ - -I- - - - _�111 - 1 @"@ a � 4� .., I& ki 0 C. _____i__j ­;� F.4�­i � 2/4 LVW/0. - ___'. = 114. 3/4, 4/5. 5/5 & 6/5 1 , � � 2W/6, 3W/�_7 & 4W/7 L , ._.._ANCHDRSS ($9FISCMENUILE ON $KETS 0. SO 401Y - ---- -- ----- -1 R LEVATION 2.651' N.T.S. ed (MIN 0~ -t *0LE WJn ,/*- U., GAP ,_� F 0) SECTIQN A -A IN'T.S. MAX *:; r. 44167 *' _ � ema InTem. W_ -, IC _ I 1 24 GAGE GALVANIZED STEEL STORM PANEL I .:� : * - : = I i; i... � .1i 1. ,,,;,I,;,; I ____ I . 42 --'IN I 20-175 1 ovam ft I - ONF bETAILS FOR REQULA � INTO WOOD 51RUDIU-M 1 ". 1%, -_J� � ------- T---­-­'V-­--_11_1__ ...... ­ -------*-! . I _.­ �_­­­T ­ , - I i . 1. -- -7-" -- _ -7, , ��', � '. , � , I I --- - , I - IT ,z� � . - I I I I SEPARATION 4 I � ,� 1, I WOOD ANCHORS , I 11, 11.1, I � , � _,", I , : r__,,_ to GLASS� ___ I . �. 1. � 1-1 N ,,__5EE SCHEDULE ON "_ "I "" I /41II-20.1* (SEE SCHEDULE I , 1 1/4-t "w � "'k, 11 _-� �� __/ . , " !I �,.�� , "", 3 ,, , ,,, $NMm I WAD 8001I SMELT 31 -, __iF'A;&'p r � - 1, - p --- 0)w ON 11 A " 0 I/Ar 6v I - , " � ,,, "I I - 1 �z _� i�� � 1, - I - - �­,*�­=_ =-_!+� " .'' � �"' � Ell i " I ) I =0 .Mc T,; -., , � .11 , , �', .11 '� " I I . _1­_._.__1 y-f I v w- �"Ir 1. 1�1 I � I .- �4 � - --- - - � � � -A ----I PANEL LENGTH III - mtl'� WDOD HEADER I � 17-T!-- I z WOOD ANCHORS /� ,'I ; I I. I i - -- ,_ �­ ii � � REOUIRED____ 1�� - �, 1� I � v I I (SEE SCHEDULE . I I (SEE sctmmu ON ,/ - - e? '. 0 , , , 1- - , PZ 1j_FO,R `�i r I � 1 1/4' SMELT 11) - 0; i �=­­­ __ - ON ISH I; 4 Y" ,G i � - I "� -_ � - � mr 0", i " 4r:��-,� -ISMER I I 1 i ; 11 ... I J 1� � I ) -;I�, � "" , .1 t I, '_ - ­V­ - - __1____­__.. I I � to � � .rEfl, I- . W.rEfl, i"! i - � � / w^ k ­� � � 4 � - i � 1� I I 'i I.- - -� �,,-�­--- ------ r , 4 1 - . 1� 11 : � � i I � ED - If k 1 , 11 ; ,: I z I - Iq_f � . !:i-_ , - - 1 7 . I I I I U _ I J_. j , - ; I � I E � I i I � j; j", . � , .1 : i I _@I��A�GLALUMINUM SPACEn'41 12 1/2' EIB E 0 I ON SHEET I I) ; , W� -_ ! ; , i I i i 1" �! I SEE NOTE - BELOW FOR UMITAPC FOR It cl) ILI ! SEPARATION L MAIL, t MAX. , � � ' ' �', � �� f�� ! I Val SOSO SLEEVE& 1, � �,, � I - � 10 OLASS, 1� i PANEL LENGTH PANEL =1 � 1, lf� r_( SEE SCHEDULE I S. . � i �-,l It 1, � � 1$ � (SEE SCHEME ( , , - , I � . - I , LL ON SHEET 3) I ON ORLEY 3) i­_____.__. Z, . I - __L__ ON sHtEr 3; 1 7 1 lo I _,Am M0UE FEMALE O ON PANEL MAlt . ., ,_ I I 4, - -.-- - � - I , I � M.US ISM SO4MULE ON SHEET 11) �', c : - 1!f I I_ 1/fta' I � W* , - - , - I . . ___ikz_1­­ ­ � I , . ­� - - It I y I --- .., A � 4 " 11 I _, I i--) - -v -- (TIRE I SEF=TON I . 2"g4' WOW - --- I 1� "' "'N" , LOON Om r-e) EXISTING � -1, TO GLASS, i I PLATE REOUIRED i , I— ­­ ­1 ------ I GLASS (SEE SCHEDULE- =NG-11 4 ; r- I �_ I � � I ON sH SET "s) " ­01 i DIRECT Maw w A �� A-& I I 11 I � ­4--­-­--- ­41-- � � . * � AMRNATLU 2A' - [-- 1 -01 � � SCALE 3/9-l' : -_ A* , � . I I . I I S� : I---.. 0 12 t/2' O.C� SEE =Mt ON SHEET I I FOR MAX, PANEL LENGTHS & I I or v i - /� 4 1 �,@ M&T- i to `j --- � I .0 DES" LOADS FOR THIS MISTALLATIOM I, t�._ ! I I -- d � ____ I I 17 � ".. I 11 11 - T &6-- � � � --i-i -------.-.- __ __ _i , , , I � -1 � I 0 12 1/2' 04 � I 11 EV ,,-_-------- I ... _ I I ____, I, " I � -I � I i � 'i 11 � ; ! � �� 11� � " I __ _:,otoecllow i ! I :� , - WOOD ANCHORS ** mm I __ I ------- ____j__._j __ � , � , t � STAGGERED, W/ STUO IV� L, - . __ 1, I- � I I � � (SEE SCHEDULE ON I SPACER 6A MY BE I 'Ir LOW in I - J , " . I . 7 1 - � i I . �, L 'P , f 1 SHUT I 1) 1 to mimm.mm IS LOU SO A ow STORY INSUAIM WIN vV-V 2'.4* WOOD , , 1. ,� ,� i � 4 *h=- �, . i MAR " PAW ��CFH% MJSA1:STWMNjT AW " - I VAAM Wom ON OJEE '. I L ' .. �� ,- ts � , " "i- PLATE REOU100- a, ; 11 , ` WOOD � i � , I � V 7 -VAW,,=rT/ STUD ;I %rMIA('0N To - 44-� ­p j 0) ANCKM ama mw , ". .,=10MEa " ,�,,,,� -�,::.:­�_' '00' TO I/ 1 L I I _.. � 1 1 1 L;j pcoom NISIEL _1I 2="," I K � (SEE SCHEDULE ON L04 AS TOW !�t. ,,vg, ; � 1 k m FOUDMIS& = M.-O. � �� I 1� I I I - Y I =.".11-r-l" MM 11 I�r =� VACM -1 i SHEET 11) cov"" " I " � i � I � (I) WAM ASO OEM PRERAIRL I i SMELT 6). , � , i I � . � I - _', INTENT a .80, -46 P.t I (I) " 24 CAR WMIL UNION IS UNITED 70 94' AT AM OFVW I ; �,,� I � �i I � , I - - - � . . . . . . =IS A WISTRIUMN FROM LAW PAM LOOMNS M40M ON I __! , I ILE I'll � (2) wn" stow pmv� unim 6 I W&L M MONT � � smw 11), . OXINTIMMAYIPTIF f (3) S711c* NAU��l . . , W�'-=17* I=" ., AS '*xy , , "M , SCALZAA-11 I AN Iwo sxsw v A&POLL WILD no *00 zom Am mmm ST. AI57m I C-121111, gTwm NQ w2m IY=01 or Tw now wwm" I (io mmulAmw "A'OKIt fm Im 2 & 3 PER ASIM F i VAMC OWL = I 0401114, i I L--------------------j 'g - �� A. 7— . 15w.. p ....... _.�� --- NOTES., .-� \)M .. OCEN "..- - FLORIDA BUILDING CODE LNon fth Veloqty cane Zone) NQv_yjQ&1 � i 1, INSTALLATION ARE ONLY VALID FOR MAX� A,S,C, 1 f No. 44167 " C"" 1101140. He- !Ift F.P, DESIGN PRESSURE RAIING (PAJ) AND PANEL LENGTHS ztk� . I = 24 UGE GALVANIZED STEEL STORM PANEL MMIN st, *L I - --- C' -_ , I - TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEV 3 (EXCEPT FOR i . �. TATEO -- - . *E - 07/27/UW s /T \ GLOBAL PROTECTION PRODUCTS, LLC. COMBINED IN ANY WAY TO SUIT ANY � ALTERNATE 2W') 104��;f L E C 0,... WE.' IT INSTALLATION. - I * . ­.-�T�. - - 4m LIS. 51 STREET 2� FOR NEW WOOD FRAME CONMUCTION: WOOD �7-_sv �L­_ n 9'. MWI_ P­ "I" 20-175 MEMBERS TO BE !7ERN,PJNE No Z W/ SPECIFIC vl-� ­pq�_, .� (.)U�15,15� tAk ot!MNS�M? Iq At ,�� 04040 Lj� �"OF O�5�5 U& "Oum 100EVIIII-Atiox,twor CA-00015ttf to I � ! 1 � � I ­­1 I MIZ g.­ � ____ - .. I \ QENERAL NO= (C) 10-izgmr,mlu-jm-%,XrjB�:�4-m-D-V-10.,�: ��It;�!T Ai�� MOM5EINT L4. HAS BEEN VERIFIED FOR C IN ACCORDANCE ' C ..... . 0 .". SUILDEX, INC "A"' TIPCOI` ANCH= BE INSTALLED AT HIGH - " THE 2OZO (7th EDITOR) OF T"r FLORIDA WILCMG COM THIS STORM PANEL WALL NOT 0 I.- III P.. 1=11ANELMAlot' ft'MS ANC40R% AS MANUFACTUREP BY = COWIRUCTION PRODUM. I I DMOR I . - I 14 I, 51W WOOD BUSHING. AS DISTRIBUTED BY ALL POINT SCREW. SOLT III SPECIALTY GO, SPEW AS RE IRED BY 90-14.0, USING ASCE 7-15 AAND SK�4ULL NO THE MAXIMUM CXS-D.) DES" PRESSURE RATINGS ENDOATED ON SHEM C 1) MNWUW THREADED PENETRATION IWO WOOD OF TAKON ANCHORS SHALI BE 1 3/2- AM 2- FOR ELCO PANELAMA PLUS S. 9 THRU 12 & 17, 'a. AND PANELMALE FEVALE A) IN ORDER to VERAY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOAM OrSE)RIMINEST PER ASCE: 7-10 SMALL BE FIRST REVJCED TO XSX. DESIGN PRESSURE RATING LW MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THIM W/ W� (A.S D.) C2) MINIMUM THREADED PENEW71014 OF LAI, SCREW� IWO THE W= FRAME UNIT SMALL BE 1 1,12- NO THREADED MON PRMWRE mytHas INPrA= ON vzm- I 9 THRU i2 * 17. is. PENETRATION INTO STUCCO SMALL BE CONSIDERM AS PAW OF THE REWRED THREADED PENETRATION, IN ORDER TO VERIFY DHAf ANCHORS ON THFS PZD� AS TMW WM NOT OVPA STRESSED, A 4139 INCREASE IN ALLOWABLE $TRUS FOR VWNo LOA" " USED fft THEIR APMYStS, FASV41M SPAONG To WOOD HAS BEER DETERMINED W C.11) MINIMUM 0= INSTANCE OF LAU SCRCIVS, INTO WOOD SHALL BE AS W"I'VP 04 THIS DRAWINC ACCORDANCE WITH N.D.& 201S. STORM PANEL'S ADEQVACt TOP IMPACT AND V41ND RMSTA14CE HAS BEEN VVIN'trD IN ACCORDANCE WITH SECTION 1509,1�2 OF CA) MINIMUM PENETRATION OF *09�0 BUSHING SHALL SC.516', Ile 0-20 %CMIW5 USED SiOLT. OE 1 1/2" toNc Mimmum SHE ABOVE MENWNW &= AS PER AMEMCAN TEST LAS OF SoU=RQA F403MS 10014.01-01 AND #0279a2-09. AS SHOULD STUCCO EXIST, AM 11 mmmum MR WALLS WITH No STUCCO, PER SM 12-09 & ASSN t =-02 STANDARDS, AND AMEMAN I 0 LAS SOUTH FLORIDA REPORT #1123.01-10 AS PER I a TA$�_20' AND TAS-204 PROTOCOLS. 00 AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SEL71ON 1604 OF ­ C5) IN CASE THAT PRECAST SRINE, OR PRECAST CONCRE71- PANELS, MCCO OR WOW BOARDS BE FOUND ON THE CASTTRO FLORIDA BUILDING CODE WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SnR1JMRE BEHIND SUCH PANELS. ANCHORAGE S�IAUL BE AS MEN11ONED IN C 1), C 2) & CA) 2� ALL ALUMNPM EXtRUSIGMS 10 HE &05�-TES ALUDY AND ItMPER, �UNa'SSDTHERMSt NIYTED)� SEE SHEET 2 (o) ANCHORS SMALL BE smsmum FOLLOWING ALL OF I,* wommmminvos AND smww4mN5 OF w ANcmOR'S MANUFACrum. 3. ALI, ALUMINUM SHEE7 WAT USED AT CLOSURES SMALL RAVE M06--H14 ALUOY 6 PANELS MAY AM BE INSTALLED MORIZONTALLi, FDLL(.MNG INSTALLATION DETAILS SHOWN ON SECTION I T4ROUCA 6 (SHEETS 4 C ALI. STEEL SHEET METAL PANELS 94ALI HAW STRUMRAL OVAUTY 5TELL ASTM A-653 GGRAM W MINIMUM. 0-00 GALVANIZED TVJROUCH 5) DICLFT RRAT MEADE" Q & (D SMAU, NOT BE USED. STEEL DESIGNAIMN W/FYt= 92.2 k.� (AFTER POLUED). 9, .T SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS or THE STRUCTURE wMESR: SKMER is To BE 5� ALL SCREWS TO St STAINLESS STEEL 304 OP PS INS) SERIES OR CORROSION RESISTANT C*ATTO CARBON STEEL AS PER DIN LTIACMED TO INSURE PROPER ANCHORAGE. M SHUTTER SNAIL ONLY BE ATTACHED TO CONCRETE BLOM OR WOOD fR9W 'S. IV NO 50016 W/ 50 Wi HEIJ� STRENGTH AND 90 k.i TENSILE STRENGTH AND SKILL COMPLY W/ FLORMAPUILDING CODE SECTION 2411�3.5.4 TO. EACH REGULAR STORM PANC. WITR LENGTHS OVER W� AS PER SECTIONS 1� 4 4, 5, 6 AND AL1rW0VTS IW, 3W & 4W ON SRUTS 4, 5, & A 7 IRESPEC-MTLYI SHALL HAVE A LECOX ARD READILY YOKE MARKNO IATAUCTIAIC OWNER OR TOW To 6 BUILT$ IT) BE ASTM A AEG SrEE1_ OR MST _V4 SERCS !RWALS$ STEEI, 0, - - 307 CALVANO! In 36 �sn MINIMUM ,nao STRENOTH SECURE PANTIS WTM APPLICABLE REINFORCEMENT DURING PERIODS OF NURIVANt WARNING 7. ANCHORS 70 WALL IiHALL BE AS FOULQWS� It- THE INZALLATION GO017RACTOR IS TO V-AL/MLX ALL SHUTTER COMPONENT 60sm- WHICH K"N IN CON11NUOUS 0NIACT VAIH THE OUILDM TO PREVENT WINTI/tIAIN MWRUWN (A) rj_EUTjNr,_eMRM_CQtC3M - 1/4!�ft TAPEGH ANCHORS AS MQAtFACtURE0 BY I,T,W. SUILDM INQ (Wm I'-5t02 p..�) 12 STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS THOICATED IN THIS ORANING PLUS ANY BUILDING AND ZONING REGULATIONS - 114' 6 . 7/41' CALK -Al ANCHORS, AS MANUFACTURED BY CEINALT INC PROVIDED BY SHE JURISDICTION WHERE PERMIT IS APPUEDTO� - I/**# . .1/4" SCUO-SIFT ANCRORS� AS DISTRIBUTED BY Act, POINT nCPFW� SOCT A SPEOALTY CO (Mif, F.-Joug V,s�i,) 14, (a) THIS PRODUCT COLUATION OOrLMtW (P.U.) POEPARED Of THIS V46NUR 45 GENERIC AND DOES VOT PAWOE MFORMAT04 I - #14-10 PANEJWTE POKE to & PAMELMAE PLUS ANCHOP$, AS MANUrACIURED Of LUGO CONSTRUCTION PRODUCTS� FOR A SITE 8 .PLCJF)C PROJECt, ,,Z WHERE I,< SITE CONOTIONS DEMATE FROM THE PC D . - 'I�V# ZAMAC NAILM ANCHORS, AS &ANNUFACTURED BY OLWALI. INC. (b) CONTRACTOR TO M RESPONSIBLE FOR THE 5EL4CRON, PORCK&SE AND INVOLLAACM WCwuQC LIFE Swm OF TN,m PRODUCT .11 MINIMUM ]EMBEDMENT OF TAPCON ANCHORS ;KID POURED CONCRETE SHALL BE 1 314*j 2* Fop ELL0 PARELMATE AND S#,�40 ON THM PE.D. PROFADE,j HE/SHE DOES NOT DEIIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENt CONSIORUCTION SAFETY AT SITE CS THE CONTRACTIOR'S RESPONSOUrl I I -3/4- FOR ZAVAC NVON ANCHORS. (C) THIS PROIXICt EVALUATION DOCUMENT` IMUL BE CONSIDERED MAUD IF MODIRED A,2) CAUK,1N & SOUD-StT ANCHORS SHALL BE EMBEDDED 71e INTO THE POURED CONCRETE NO EMBEDMEW INTO STUCCO r,MAU_ RE PERIHSTED. 1/0 0-20 SCREWS UStO SHALL BE 1 1/2' LONG MNWUM SHOULD T�;* EXIST, �4) SIM SPMM PROUE13% SMALL, BE PREPARED BY A FLORIDA REGASTERM ENGN�R OR A,9OWTECT WHICH WILL WOVE PIE AND I' MINIMUM " WALLS WITH NO SWCCO. AND WAY BE HEADED SCREWS OR ALL THREADED $EMIE1*. W10 NEW, ENGINSM OF RECORD (E 0 R THE PROJECT` ANSI WHO WILL FE RESMSPBLE FOR T14E mq WISH VANC MUM PROPER USE OF THE P E,6`Lj,NfG*WEFR OF RECORD, ACTING AS A OEttGATO tNO�NEFR TO THE P.E.a ENGINEER, SHALL SURMR -to THiS LATTER THE SITE SPECJFIC DRAWINGS FOR REVIEW� A.3) IN CASE THAT PfIECAST STORE. PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON SHE EASTINC WALL OR ROM ANCKORS SHmi BE LOW, ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS (t) THIS PX_0� 5HALL " THE DAT�- AND ORIGINAL $LAL AW SIGNATURE OP THE PROFESSOR& . ANCHORAGE WALL BE AS MENTIONED IN A I) AND IN &2), ENGINEER OF RECORD THAT PREPARED IT (a) M_pwm_QQbKftE1L_w-Q""_&wLr__"! 16, SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A fSWIL't VISIBLE LOCATOR AT STORM PANEL SALMOT IN ACCORDANCE WITH SECTION 1709 9.2 OF FLORIDA BUILDING CODE ONE LABEL - f/4" 0 TAPOON ANCHM AS MANUFACTURED BY I 1, W, RVIU)RX� INC� MR EVERY OPENINC, LAMELINO to COMPLY WITH SECTION 1709,913 OF T"t - qe 0 1 I/$' EALK-114 ANCHOR% AS, MANUF,ACTUREO W MWALT, INC no ."%up=01; CODE, - 1/4'0 X Z/4' S",--%l ANCHORS, AS DISTRISOMD BY All, POWT SCREW. S"T a SPECIALTY CO - #14-10 PANEEMAIt FUVAI FD AND PANa.MATE PLUS ANCHORS, AS MANUFACTURED By LILCO CONSTRUCMIN PN 0,111ft" . 4v - i/4' 01 2AMAC NAILIN ANCHORS, AS "NUFAMRED BY OEWAVi, INC ... :. . ., _.. � %. FLORIDA BUILDING CODE (Non Hlgh VelocltVy *HWWu 5 1) MIMMUM EMBEDMENT OF TAPWN ANCHORS. ELCO PANEIMATES AND ZAMAC W.UN ANCHOR. INTa THE Zone) . cane BLOCA UNIT S"I BE 1 I/0. . - " __- : .`WZ'I 11num, W, 'A. 9�0 � -" %,44 7 ". I 24 GAGE G4VANIZED STEEL STORM PANEL CALM -IN & Wk,D-SET ANCHORS SHAU. RE EMBEDDED 718' INTO THE CONCRETE BLOCIT UNIT� I I W; STU= SHALL BE PERMITTED, 1/4' 0-20 SCREWS USED SHALL BE � t/2- LIONG MINIMUM SH%100*0000EXIST, * -, =;�\ - - - AND 1* MINIMUM TOP WALLS WIN NO STUCCO, . <�b��s �____ "/V/2m 1'�s-, STATE -I---- /11 GLOBAL PROTECTION PRODUCTS, LLC. F r' - Lie C 0 ... \ ALM '- . _4�ORI .7, AWK,sm I SWW . B,3) IN CASE THAI PRECAST STORE, OR PRECAST CONCRETE PANELS, STU= OR WOW BOARDS K FOUR E. ... nux WPM a E*mmxww .mmia 0-Ei A. =" EXISTING WALL ANC40AS SMALL BE LCM ENOUGH TO REACT4 THE UN14 STRUCTURE BEHIND SLCH ... .. _=_ ... - - W� - . .1. - � ")W_� Ox. (ISHO-M, 20-175 -T." -., ANCHORAGE SMALL BE AS MENTIONED IN &1) AND IN &2) ln;;7�, -=.: op.0. ft� __i___ - ­,",7 ­1 E_ �� R;,"� _00WHO � _`�" I I ITj it �. Ell,' . I .. I - I. = rl 0a, a I � INSTALLATIO11 DETAILS EQ8 REGULAR- NELn1 INTO 209RED CONCRETE 08 GOCRETE-M99 SIRUCIOES POURED CONCRETE _ _qJSnNG ­w1=-zTuN"Rrn` '- 0 CONCRETE BLOCK . , Am. ORED, r4 fTZOUITEED� �M �;� CONCItm "CHM .1�1�1 CONCREM ANCHORS __ , , tsm SCHEIRILL ow_­�,,�,, I (SEE SCHEDULE ON , 0=00 POURED - V � SSEVS 9 - TV) �11 2 OOMORM OR 4) 0 � - I i CoNcom awgK, -1 ------ - j 03 114 I—— V2, , f . ­ I ROMISEQ, , n� 1/4, �� ,I/4' ��_g ."n., If ! �11, _________­___­ !�� xq�__ __________ t CONCRETE ANCHORS I ­ ---. ------- � , � , HE - SC ED CIS DUJ N N ::: I � (SEE SCHEMLJULE ON - ! : � :E S M - i � OU ED�� ?�2, i Sit �zw' SHEETS 9 TTHRUGH 10) I , _ � , ­ ' I I ,?� z I I . , : � � .� I 1,1, I I EQ[ I I ,� , � , � I I , , /:,% ! , F4 1 i ­ kv I I -C, I i ..... I i I - 11 I � ... I I t__I_- I-.--- - - - r ­­=­*6 - �_1111 .. ===i=__ i,_ _b 1z ; i : I �_ .16, 'a� f ASTI, 0 r "A", ISO � _;,�-.S�- 11 - I- I I - �� I SEPARATION J­11 - M, I SEPARATION � - I.- 10 GLASS, - ' I Gamma - i TO GLASS. - 2, 1 00 - F.'a .... : i Umx4 OWN 7%w) UNPH on 7-4r) i (SEE SCHEDULE 'L, M.c (SEE SCHEDULE I FXsm A, I . I I . --- � -- - - -_ I E.� , , I I - I A I i : I ; MASS ON SMELT 4) PANEL LENGTH ON SHEET 3) I I 1 ; (SZE SCHEDULE I I � .. � I $mt,, SEPARKIK)" v 4... It I, 140`6 I I 1 M CLASS, PANEL LENGTH i � ON SHEET 3) 0 t r I i PANEL LENGTH (sa SCHEDULE _ _ CONCRETE ANCHORS i - , -­­­ �,Tk_ ­­ - _--+­­ 2 � . � _,,T,,�-� � � � - , I., � � (SEE SCHEDULE - � I I ,- I (SEE so HEDULE 0_w� 014 �vy_��_ , ON SHEET 3) (SEE SCMULE: ON , I SHEET 3) L - !" _ 11-11 ___j SHEETS 0 T"RCKjG" 14 i _ 10 i 0 1 1 1 ­­ ...... ,- -_ , I 0 - , I I . 5ox i . �1 ) � . � I OF 'L* GLASS A ,_ I i . gi i � %"rl i , MAX, I 50% I ­�,__,"_' ;; , I ___ I 1 7 -,) - I � . I , , @ ! I " I OF 'C I i , " 001.7's . I _, ,7 � "N MAX, � I L, I I �O V-�,., 7' -, ,_ �,,� � " � ,_... 1111,,�,,- I � �g , " , � I � 1 1 . i 11��11­11111W/ � � � . ­- I I I 6 i . i M I � , I I , ,� � � N'� I E. O... - � : I E.D� M I I 11 ,,�� I -,� t � . , , , , I /r - ---I--- I _� -1 li, - 9"'r I I � 3 -, , - 5 & I ­ �_ ) . I .. 11 EXISTR , I I TIC. : - - i '(AS APPUCA" � � , So POURE-D � I_ I I I - CONCRETE OR i I 11'1�1' �, W1.11 'C', 09,11", mut t. , ` OMCRETE AKHORS_ ___, "I'll, " I go __` REOURM, �­ . I ;__, � -, PAW nx so" OR CONCRETE MOCK I (SEE SCHEDULE ON I - ________. , @ -, - I _i. , , a = ��;; - ------ I- ... ­ _", , __�_S4­, t^11M: " 04 W/ wx -- SHIEVIS 9 -THROUGH 10) - �, p " , - MK - ", p/0 ..� I " � , ', �P4 , 81 _-ALIONATIE I , Ze ONLY WHEN SIOU0 ,,, , �, �1�14 US LOCATION 1, & GASX-kN ANCHORS �__ ­ AM USED &AZ42 WHEN .9��IZMOIim �1� I'll "t LLL ,, - ; (4) ALTERNATIE CONCRETIL, �__EIUSMG POORED CONCRETE CONCRETE ANGKOISS ' PANELMAM MQUO". ARE USED, ANCHORS - OR MICRETE BLOCK MUIRED. STAccotto W/ Stud- (SEE SCHEDULE ON (SW41- - ON SHEETS 9 THROUGH 10) .. , 0) SH . ,.�F guluk;gg OPUNTING W&L.MOUNTIN WALL UOU MOM W� , t,j -=ION 2 mmiffm SCALE 3/8-1* SCALES/8-1, I A, I 1. 1. . ....... CE "' ... %, r one Zone) , - FLORIDA BUILDING CODE (Mon HIgh Velocity Hur - z * " - It=cL INC. - - f . -0.44167 '- 1 24 GABE CALVANIZE13 SMa StORM PANEL 2 , - - BMW ft = - I � C' EM - EVA DIST94M Wk-1QR_=MWN&DQft_QE_$E0=' �k . , .*1 PROTECTION PROI)Ucu, Lm '", (SEE SCHEOULE ON It �'. 0 , - :1- GWBAL � t.wl TOP & SOITOM MOUNIINGS CAN RE , . . A ORIO, V4 , .1, _> 20-175 SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT AW I .. 0, INSTALLATION. - '. ..�i� ...... TA �tw.­W, �Ow -t--l'" *00NEV. (vM`)0"­7`iw Aft ( -)W�T 1 4' OR."No W. I co- 11 !!�_! m mg.r! ;;i SINEY . OF to WIDOWA ., m L I si;-41160"�_ I , - I F_ —1 IN5TALLATION DETAILS FOR REGULAR PANEL J) INTO WOQD � ­�,�_­,_­__ ­!�`, , , I , " " , " � "', i "' " , 4'.0' (m msten � , I - " � , � , '1_&TvwTe LED, ,,, --- ­­ I- __ , WCATION - ,,� ,,I -_ 11/1 ?71 , I � � I RED, BIRUW / I � 1 I SEW RE CTMr I /,- " � / 1,, I j I ADEQUACY Of EXISTINO wool) - I I " -- - IMAM TO BE I - c� � ,_� ---' I, - . 1 ', 1i; , "gDGaY _,,�V_ , --,.- REGISTERED EV R 2 ,� I � � JI, ARCHRECT PRIOR TO SHU1, I I : , X, __� "-._- I __@ -1 , INSTALLATION, I . � I I- I ; -` ALTERNATE WOW ANC40M- , i � - I I I .:__1_.L, _-Ow ANC � I I'.. :� .1 I j " (SEE SCHEDULE ON 15", Sc LE ON 1­� �:- - ,,, -, t, , I - w= zwo. I -iED -�­W-, �) " 1, ! S. I 11 . < =__ � 2, . , i ---,-- . 'S "',, I$/ w , � *­I;-0'- O.� � i 1 1/2 z Iv ;� " � i 1, /4 . i I - -1,-1-il tl - 1, � - � t.�� I " I - -j MAX. ­ � I---.-- WOOD 14EADE-R ------- �� _ I �,� I 1 1/2, 1 1 -.­­.-­­- ­ t , =#m !� � 4 , REQUIRED " � - ,;,il � : fl. =_� * - I _420:1 Ii. O.E,T ! : '�' I , i I I � It , I 11 t ( � ANCHORS -_ - � � I It Stityeac . WOW I I 11 � . I � � i I I : i (SEE SCHEDULE ON ­ �, I � , A;4, ,� . I I I , I I I Wn. 1 i SHEET 11) � f I ��� � �; J " � - qN, i _,q) � I � � � 4 =110 I . ;ETO . i � I I i -1 I SCHEDULE I I'M I I ON SHEET 3) � I I ! MIT- SO4AXION 70 CUIS& i Z m I ii�o I .L. r (SC.- SCHEDULE 00 SHtEr 3) - MAX � - "?,�. � - �,4_ --.-" � 1* � - 1 .19 PAWL LENGTH (9 � I =-%=_1) v TAM, i --------- - ______ - 11 :_ - iwta� - . A ... - - - - un (SEE SCHEDULE I u I - 1.1- ­­­ ­�­­ 1, - _r 4, wi ;,1,., ! i--- -------.-,- ­j PANDLUENGTH I on SHEET 3) r, , (SEE SO4FOULE I I ; ON SHEET 3) =Ki 11 4- -- --- --I � i- 4�_ =_ -1 ) � I � I I I I � 't =­- �� �_­­­-­ , -----, �- . �-o�­­,*�_ - - � ; _T­ - - `­ I I � 11 I --<D' � I 10, OF .L. � wx I I - - I I - OF v I � 1­4- MAX. - - Litr I I 11 7 1 I , ! I 7 7 " ,- , I .�4�, , : I =* i - � - I - . - __-, _j____,.______ I 0 12 1/2" ac� - I � � it' ­, 11 I � ,-- ,,, , r I 1y ! I � ,�? i ! 1/4-� No FIN, " 1, % I 1��_ , I __ � M ; I ED -,, r 6 - i , - �11 O.C. i '_1 21� Wlw� __ t - I '�y . I ., c4) �, ! �� � �­ , � � , : "-I' ; 3 , � I -, - ;: I 061 WOOD I ___.______ ____1111 -- I I ,cx 2-x4' *DOE PiATE- - � ) ,)I _,_____­-. ­- PEOUIRED I , I ------- , ­­= ANCIOTTS ___,_________11 : �, WOW ANCHORS __� , I (Sm sc LE ON , SCHEOME DIT '� I I- ___ , L I (SEE ___ 1/4 � -- ---- 7-,-=. , SHEET 1�m SHEET I 1) � =_ ­ ­­­ , � , I I � I - . �. -.111.111111 � % ,�---2. L_ MITI-- , , � i r4mmrz AND FLOOR MIUMM UtMNG SCALE 318.1, 100IN", R"I"Ifill amp, Me � AUM9" , 1 4;�'��:. N", '.., !., \N"N1jq,_--�1\. z� , e .� �j ..� . I NOTES, " ' ROTE -' NO. 44167 " 1, INSTALLATION ARE ONLY VAUD FOR MAX, A_S�D. g ; . I FLORIII A BUILDING CODE (Non High Veloccity, Hot, cianSi Zone) I i .� - - - - . , - Qm xTrat, W_ ". . z TOP & BOTTOM MOV"NGS CAN BE DESIGN PRESSURE RATING (p,r, AND PANEL LENGTHS I.. a 24 USE GkYAWED STEEL StORM PANEL RAMON W, SIATE OF - COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHE -A I Alocsktz A. INSTAILLATION, 1 FOR NEW WOOD FRAME CONSTRUCTION: WOOD Z. 11tio Z;E�� PRODUCM O"."�',!'O' I - GLOBAL PROTECTION LLC. MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC -1-1. _t�, / I LIECOIMC�_�_ . 41w at ST-W DENSITY OF 0,155 OR EQUAL AL- _z ___ = - x9==m_m ._1 ,I)RIN110i0i; iz2v _-, F, 33311 20-175 , * Oet)M_RN�k _VW _ - 4�1 - , : pa W� � , 0 " AM Is � NdW IM)SW m" N' C11-11cl, I :!I�Almm RN � � =-!-,,-Iaj I ---I'D- oml_�. 4 +,16V � I I I I I -6.-& CD CD = cn -0 a) —cu > a) = I -6--it _0 w CD CL CL = 0 L_ c .&,.,..., co 0 -0 0 4- a- U) . a) C = _0 cu 0 - . " - = 0 s"_ 2 c- = = _p w 3: Cu c 0 -0 1 w u- %+_ 0 — Co > . — . (n a) ", L_ m I- 0_ = � cu -0 "02 .c -2,03 U) ca. < t 4 m mi ,O . - /=.- *_ 6 C.- = ce- E. m C-1 m 0�_ - = = " w LA.. _; = m A"' (4 w CC = - _', C-4 = = cu .< 2 C-4 �c_ 0, 3: .a W It .2! E t5 C- 0 C, .F-- - = .zt - u 3: cv -ru -3: I- = w 2 L.) = w .= 5. = = i;: Z; .!2 :., S, a.= = E m to a-- w � CD U) " (1) a) c"""""" cu L) m L. L. :3 w M < z < __j 0- -4-0 (1) (1) = U) m > 0 L_ CDL 0_ < -6-0 0 =3 �0 0 L_ CL (1) CIO`) m m SHEET NO. SH 1.3 - END CLOSURES DETAILS F-08 INSTALLADON IN PORED CONPREIE, CONCRETE BLQPdK OR WOOD $TRU!QTURES,, YAU - R REGULAR. UFE SARn & E-Z HANG STORM PANEL (j) SYSTEMS �1, ­­- I -, k I I .. --Ili,, '­m� - , q 0 P OR mm I , . I 2'. 3� , .093, " , , 08 4 1 Q� fR44 no 0 " ' �71401AIIDV n I, I & (go 1 3 W.-tv Aum GPJ xx­"`� " 3' ' " I ' � ,,�', 3le ' ­ "I V#0 '� TAPODN 0 Ve" 11 �0 ! I 31e '� -­4 " * � 12 G? " I � -.2 1/2" "ME T12- OX! I 31e I. I 4 - POURED C9NC"E1'E. CONCRETE "Rut-i ANCHOR of 1�1'071*" � SUJCK OR 21le wCown I/eo. I 3 31 RWURW =110MONNq - I' I.n _- I , __ , 11 OR4 ((-X-) I - I � � _- 2*,e*00 Fh" AA W-F PAMa ' -51 RWMED , _, I _ CAP , �- i ftm' , 11 I � , , i 9 ,_, 1 1 - _/� ,�OJ �­­,�,�M-.' 4 "Cl I " C AMMC44 " J� 1 " 4'... , J. I = I i "' I'll *,- I 11 1, " \w 7MIA , � i * RATE LED LOCAUIN - I o /Cl , a ?I' Q.t I .2'. =' 70 - , �, VAIdES - 2 . ,* -, ��/ :1. 2; "'... Z5, 111�w � f, - - ;K,: - 57 M- 1, I 1, GO< L ALLJM OR LI . ps MO, k 3ANGLE , . 154 � ­­ 1- -1, I :=R:07FRETIE 21 x e x i1p, I �` - I� I .:� - - - 'MIFI!tFfft5fts, �. � I- ill METAL UNT P w 1= I � 1 4 , ­1 I I I �1- RE0114" 31 "m � 2 f/2, - uu / cl I To = sm " -1 2- - I 1 MhL Calif ALUM, ­' M.. 1/4 I I ---- --­!--- - - - - - j M- CAP \1/ . 41 12' OLI:- 310ffi-H1- OR 0110-16 MAC' W/afc~ Cont. A- Max I C , ASE A PLANT CASE B PLANT CA PC (P CASE D (PLAN) SCALE 1/4--1- SCALE.1/41-11 SCALE 1/4--i- SCALE 1/4"-1' 1. I IV SOLID -SET OR CXKN TRIM AT- "OR aw PANELMATE, Fi'GAiE' At ----*.a 19 4fo OR = '-: MMI.- - t POuwm CONCRET I I an rw WOOD � SIDES.a UK)" � Sc*dvjLg I 7 - PAHB ADD 2W WOOD FRAME e kb,-f (�) ,p6 (m I -�Z;WA CONCRETE: BLOCK VARIES rRMft ROJOUIRED � AS APPIUCANIS j 106 11) � , Amu� I - -- .� �­- - I = I&I 11 , OPENING VJIDTH)" I )): ­ %­ I 11 - , ­ 4 x , � REQUIRED � - �� I H p/. 1 ­ �) I I - -,", I t---(2.a x- ­4 OR4 ar. %I= -w . VARMS Am . To ! I : 51 AbL I I ! "ILL INC. Cur no p0a) X - SA. DISTANCE - - - - - - 'A --y.-Cm I ; 1 (TY0.) 1; iN " ; ,=� I. \ / '! , I 1�N��- _ �­-% --- -- -,-j QASE 9 (ELAN) . / :r 0"V10IHJN"%A�,, ., \, --r,..l,) =ILILmant. ,�,Vv A Tit, ,,� N~ Is " ' "so :-­ /A * SCALE 1/4-.1- ZZ, L \ . I. , AO-i- VALID FOR DIRECT MOUNT WALLATICIN ONLY & �!�/ 4'..' ". ✓"A -O.... 1 vk$ I I v � CER77TEM PANEL iNSTALLATION AT WALES W1 r '%' %, .. I1. NG( 44,167 *' I SURFACE LEVEL VARIATIONS WITHIN 3/4- T I = * * . t 1 :FLORIDA BUILDING CODE Non HIgh Woolly Hu I *f w cons Zone) - a.::§1-. 02M 11.11110% OIL 24 CARE GALVANIZED STEEL STORM PANEL I'A 1GA5E E (PLAN) CASE F fPLAN , STATE OF ' ' I , r - 41 SCALE 1/4111. III SCALE )/4'-I* sv,R"Zomo, .. au" 401. I �Y�,­ ­. �� , . I I ,� " -1 - I'll -/ *� GLOBAL PROTECTION PRODUCTS, U-C. """ 4�1 I I 111111"o - . / I L E C 0 . .. - � am, � -- .11 , TESTING & cwmm 4= IVIV. 61 SIRET ;­97111 --.-, - ;,we I . " p" ft- -14 WNW *_ 20 M - -17S 1--�Mw,l 024m, PRONLI 0.9=41 CmHpw�zm ,­ ,A%= ,� I In CIA., --- - Ix SEALARG"um"WIT �71, .1 _ I V. DMINsf W, !Yli 1, � J � I - witst, 17.11 PC 11 � 4---m a -,, I I I MAXIMUM A.5.9, DESIGN PRESSURE­MNO (R.s.f.) AND ORRESEONI)ING MAXII&M ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL (1) INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL OINSTALLAMONS AS PER 4TERNATIVES 1w THRU 4W, ON SHEETS 5 & 7) MIX- A.S. O' DESIGN PRESS RATING URE P.,f.) MAXIMUM ANCHORS' SPACING FOR E.D. - AS SHOWN ON SHEETS 6 AT 7 APPLICABLE 10 ......... 'u"My OF THEM J,AGMUM PANEL LENGTH IV (14) 11 TAPCON JAG SCREW PANELWTE num.v 6 PA11=TE wm BUS 13' ly Ir ly Is- IV M ,sr is" Irs (BOTTOM) --Ls:---. 6 1/2- ---!A:-- a Ile ---!-3:--- 6 1/2 . ­ --� I -1:r - ­6 1/2 , 2w (w) - - 5 Ile 12 1/2- 6 Ile - 2w (BOUT.') -- S`-O' - 'r -- - a' -- r Ll-�- on LESS -;F---" -"-a- ­­--F-­- . -1:­ B* ­­z­ - 3W (80rtom) �F--­ - -w - -13-- 13" ir 4W (TOP) +4k -45 CA LESS.1-31 ­ IF- 1-3, ­ -131--, 1-3, 13, ow OVITum) : I 13" is* - Ir 'a 1/2 -- - Iw (TIP)-- . ir 13, 13" ,3` fir (BOTTOM) t 1/2' Ile I 1/2L- 6 1/2' 0 1/2- - ._._! - A 1/4' 19 1/2* a Ile >e- TO t 1 4 /2* 1 . _ 6 I/21 _ a 1/2- - w-'r 1 4 1/2* 71 1. -iBD I 10 1/2, *j:1_/2'__ 2 ; I/ �! :: 2L L 12* 41 (I I - F 13, _ is _ 13* - 13, -- a I pr- 0301,109) . I - -, I. SEE TABLE #1 FOR MAX. A.S.O. DESIGN LOADS & MAX, PAWL LENGTHS WHEN SPACER A IS USED, CM&SPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 - I --- - MO. A.S4 , OrSIGNPANEL PRESSURE RATING (P..f,) Mvk"Um ANCHORS SPACING FOR 60. - AS SHOWN ON SHEETS 6 & 7 APPLICABLE ALTERWYE! Urn -ON Or THEM AWIMLIM LENGTH IV III,) -- TAPCON LAO SO" PANELMATE FEMALE to PANEJUIATE PLUS WOOD RUSHING - Ir 13, 73, 137 13^ -- Iw ir Ir 13* Ir '. -1/21 iw (VOTTEII) 6 1/2' --i )-Ir -- ;- `i1r -61/r-- --;, ii-r-tvp) - - 1/4: IL � ') 1 51O -R -­! .--- 7 fIr 2�_!'_�:L­,�__j r_er­ ,__­­­­.---, '. tMi@O;T 3w (BOTTOM) LESS­ 7-- - 13- --t 13' -t2 - 13- -/-f- 13-T3; (n) +43, -4B TO -15 13' ­ 13� -- tr ­ 14* Ir 4w La=) I Ir ' r r+75. IIs, V L3�- Ir, Ir IT 6 1/4- •MMTOMI 10 9 i/2' .. 6 Ilr , a AlY a Ilr 6 1/2' - MI - I/w . 12 V 6 I/e 2W IBQ1T,-) , 51-01 , TO 4 t/r 51 1 7 lIr 7 1/2- - 3W (MP) r-r 5' 5 1/2 Ir Ir I - Be (BDtim) Ir it 3* Is- 1 � ,/�� �- w (T� I - 31 13. ­L --L- - -13, - - JZ7 I to' 14W PYTIOM) I I II SEE TABLE#1 FOR MAX, A-&O. DESIGN LOOM & MAX. PANEL LENGTHS WHEN SPACER 0 IS USED, CORRESPONDiNG ONLY TO ALTERNATE 2W ON SHEET 6 I - TPALE it 6 . kS.D. DESIGN LOAD I MAXIIIAUM PAWEL LOOTH 40 PSF OR LESS Br -Er" > 40 PSF TO 50 PSF 6'-2- 1 > 50 PSF TO 60 PSF 5'-10' _ 6 MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE MIMALE 10 OR PANEL MATE PLUS ANCHORS & W/ Q9q IP ,,(_Mftf,Q 1/2* D.C. A . _ INSTALLATION DMILS FOR LIFE SAFETY PANEL nj INTO POURED CONCRETE OR QQhICREIE HLOCK UIMIURES I/e#`TAPCOj_,- 0 114e-0 TAPCCTW__ POURED - . . ,`­ WNWOR . ETE OR CONCRETE BUD" -4- . . .1.1', CONCRETE BLOCK �., REQUIRED REQUIRED. � . i 4 15 I-- i --4) I Ili I 1 Ile F­ Ilr (ILA'Ixw, Mkx­---­ -I I I En'# 1 ED.# 5 I ��� , 1, I I I -11, � I % I � JI i --(�) 1 --�D i 9 ! 9­-SEPAPATXJM-- I � EX G I- - Inez' L TO CLASS. -- - - -Vcld&p , OLA - ,� - I 11�1.•,:.­­: -,,-.1-1.1 ff ot 1w � - � I"•1­11.1-- 4 i =-.:-,•, : 11 I CLASS I � I, I mr. I - - --- I IL I I I I 'V 'Va.. IL-­.­­­­,� � - -­i I �, I I � v MAX: != U PANEL LEWIN ."-- - S* PANEL LENGTH 11-111- (SEE ELEVATION I i IO�SMAWN - -,- I .- I 1 12) I I ON SHEET 12) T. _ ­, _-I I I GLASS I I i � A ; ­­­­ �. -- I ... " � I I I I I L ,�;� 1 - - 10 V, , � 11 1 ,�gp,I I x � I � . . , � F. I uwm MMI " i T =Mq ; Elit, � ! "-- - CONCRETE W- 1­0 I � CONCRETE BLOC -@ CONCRETE -1 . RECLINED, I a vr = I REQUqm, ; 1103JR111 I i I - I ------t.-­I -j - I - ---- - --- - ` I � I �; � 111 - I TE P14X ANCHOR 0 12 1/2' C. 0 REGUMNAS ,./-u:,-.E­=, i 2 dwiffimLo. SEE SHEETS III & is fm ANCHORS TYPE & WACING MR V"!�� Rtgm"nm Iwo WOOD mkw K^M" "JIGUM ANCHOR SPACNK Mo MINAPN foot DwAmer ARE WAIGATIED ON WE 5C1%CJJJLL FOR te 1153 140 004A= a" ScHEWLE REDUCE X40M SPAOR4 BY Mmexf S= 94M ON SCHODULE BY THE FMIOV440 FACTM, FOR INS O"TION To K INCOME RMbUCE0 SPAOC ORNM JIM FACTOR SHALL HOT BE LESS TKAH Mwetuik sPACIA0 www FOR EAW Aw" "'4000114110", .TYPE 00 THIS smanmE. 01 14, le '. A �� A TIQ, ANCHOR "m L__±_ ­M4 AP . , ­*­. p;/ ��iiN v WWAK ANCHOR SPACING 00 I I �, % S FLORIDA BUILDING CODE (Non Nigh VototIfy N 'cans, Zone) ... 1co-0 W) 3 3 i .1 ww"oAf jce,I,stII%P*O0 - 310 1*, * : Pma 'Amm w- ". 1 t I * 1; 24 IIAGE GALVANIZED STEEL STORM PANEL -0 I DON W, I #044� Va mma ow Va" . . 07/"/Zom I I.Ir am 1-M61 w . GLOBAL PROTECTION PRODUCTS, = WRE I,-,-. ,'L',;,�,W�z - 11LIECOJI.C. N ­­- --­.­-.­--- - % .1. i . ./.�,e�� Z. .m SA st 51sm "I - .0 MKI 11. 10M. ..------- -;-Y-r---­­- --- -- ------ - �i� xv 77-u­g 4% wv.: 573- p"COL TwIsm-nA 0AX, (Is4xw-,0*7 20-175 r ii� 'm wit, Frw iAACt:gAa-- WAING ft- 3 C.-vocolm - 1-1-1 - - P.E SEALISIGNOURVIIATE *NLYER A. 74W Jr,. Px � - -- 17049 . 11 I 4"m 14 or Is "ok'Sk- I' III` 1 . I . m (VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) M". A.51D. DESIGN PRESSURE RATING (P-6.0 MAJ(IMUM ANCHORS SPACING FOA MR ED. PER SCHEDULE BELOW V I I APPLICABLE a MAXIMUM PANEL LENGTH 'V %"'J MAX. A.S.0, DESIGN PR= W�W�j MAXIMUM ANCHORS SPACING VOR mm E.S.PER SCHEDULE BELOW - in I SECI04 -- wxku, PANEL um vDTIF i-I , TAPODN SOLID -SET PAPARMATE FEMALE 0 PANELVAIE PLUS zAwA;-N" - I mx -th TAPCON 'I SOLO - -SET PIUIELAMDE FEMA.E 0 , FANN PLAINS zAMAC-NAJm CAIX-IN a 1w COMBINIMON or THEM -'TO I , of COWNER I to 101,1116 CONCRETE hx ", 10 To Tz Ica to GROWN II&I - I, To a%&-- cularifiks - OF C1,706 Im m emot3nm I. -- .. +45� -45 OR LESS 13' F . 13, 13. Ty 3 Ir Ir Is- Ir Is- 13, is, I Tw) V-r OR LESS +46, -0 To .so -45 L-.---.I- Ir 13' 13" 1 Ir Ir 13, Ir r I -i�:__ 3L -L r --L-!LA I 0011) '. -W OR LESS s_ ly 13* Ir ; , - --!a: Ir - 1�r Lf Is,- ir Isr IT Is' - 13- -13- 1 -(9=0tA) ---7--- IX 13, Is- Is- IY -73;- �13�'i3 �� Ir ir LI I/T w (ma"OK 1, 1jr 13* 11. ,7- TF- " -TF- 13, Ir Ir r13 Ir - - 3` le I (w) Ir 13' 13" Ir Ir 73" ir 1 ir Ir Ir !L!�� 2 Crop) -- 1-3�- 'I. - - 1r- -13 - ir is- Is. ir is- cr Is' Is' 13' 2 (BOTTOM) - 14I- I3 14 ,a 14- I. 14I I. 13 -(!'- I. , I ". 1. I * IF, - Or 13. Ir Ir I is, I I I /� 3 CIOP) - . - I - 12 1/2-12 1/2' _ If /.I 6 I/4' jj_y� 1!_I�T _ - - - 61/4 - 6 1/4 .3 - - P2 1/2-12 1/2- 6 1/4- -- a �I-W 6 Ile "r 12 -vr 12 "', I I 1/1 - - 6 Ile a Ile 3 (Wrw a- or , ar r _L/e er Ir '. a, 6' I a" I IV 7 Ilr !� (TOP) . � ­ , . . . I 7 Ile a' i Ir r 5� ,4 (TOP) ­10­ 3' - - , 1 r --iT- - -ii:- If. If - - -1 F- S' --- is' :-.1 1­ - lIr - w ; 0 .- 13, - - Ir !-�!Tml �_M�- r - #* - I 0 - � a ­- - 6.. r - 4 offemso - _I�J ­ --- --,-- _13L - 3 r -1i;- _ -IF-, ­ii� - -73w- __ �i-1 A; i-iio-P) 13, IV - Ir - Ir ­2`- Ir --�s r , . IS, 13, ly W is, 5 (oomm) Ir _1��_ -13, _131_ is" _13• _ Is' _ Ir _1:_ Ir _1 Ir 13* 13, tr Ir 11 qr �5 (BOTTOM) - ix�-, - -T-3�- -, --­ 41Pr - LILI.Is�- If 1 4 � , 6 --!�I- 1 I/-- -1 --!: -p-q!---+­L-- , -,; -is - - -1i; i -6-ir ­43- -0 P, i-clipf- ilia.;) 73- =-- -1i:-7-3T-­f3;---�r-- =- i-l-/4- LjZ4j',Ti-1V Ir Ji -Ile Ir --- -T--�:­ 13, 13, - ­­ - -- L3"-, - -�-Il -!1 I' 6 Ile WE -6 -'/,v [MI) , -0-(i6if--,� - Ir ­: - V - Ir IQ Ilr -,J- Ir 7' - I I - V., - ". ­ - ". I,- ­­ -- �51-6` 14'-e I j - IF = •-127 tr t3� 8 Ilr 13" 8 1/2' 9 1/2' 5 1/2' tr 5 11ril (10M ;I,V-r To 9,-e I - 13, 7- - 1Y - IY IY il:� 0 1/2- 1 19 1 01/2 L_ 13' C . I (SOTT1014 III ? Ilr 13, _ 13" _ Ir 16, t3" to' - if, I Ar 137 6 %/2"I (wrw JY '3' e _ Ir ID IIV $2r 1. Ir . 71 I Ill _Zj/2 , 15 1/2 - 13, 41 1/2- L�-_) , lk- r is, Ir Ir 0 Yr 13' ol/rD112T-017r --- --T---- r FI/rift(For - - Ir ' r ' I IT is, IF 9 1/2 13, 1 - ,01/2 - 10 1/2 7 1/2 --1Y- - C-11F 2 (BOTIOM) Jr 7 Ilrj 13, 13, 14, 10' Ir 10, If* 1 w 13' 8 Ile 2 (BOTTOM) --- 137- 2' ' 9 1/7 Ir To 1/2 10 1/2 7 I /2 13' - 1 -1/2' -3 Crop) 7 llr Is- --- is- ir 1w -�r- IE if- I r Ir 6 I1r 3 (top) - - - --2:- 12 IIV -m:- 12 I/r ­!�i- 0 Ile 4 1/4'-2 - 11/r �/:: 6 ve �;� 1/4. __L3' _ - - ­F- 12 f,-Ie - TI-11-r -w - i -114-' -I, -IF-$le- -4, :2 -IIZ - - 5-i/r -4' ==- Kilor !-IeL4: ! --maw 7- r- -;IF- r 1­117 --7;-- 'i -112r' . W e ­� -- 112- -Y - T 11r r - I 7-Y-21 _r I " 4 1/2'. 3 1/2 8 112' 3' 4 CW) - a, .. - 6. - ----T- 1. - - - 3. , I - !I 11r - 7 1/2, , - _2t) ­ 4 (BOTTOM) or ,� , -- - 1. - Q Ilr - 7 lIr - 4 mmom) I _ is. � _ , �, 411 w wr I 4 11r 13* 13* TOP) -13, - -- a Ilr --!�- is, ­Lr- Ir I 10, Ir 101 III I $I 3 I - I s. , ur , - --r 7. V.), 4. 13" r fl, P El 9-Yr Ir to 1/2*V0 IL02*17 1/Ir Is* 16 1/2*15 mormhOl Ir 9 VIE` Ir I Ir I - to* III t'r �/Fr (BOTTOM). is, -2�- 11 , I Ism - 11112 'IQ '12i "Ir , 21_ is- I r 17 wr --- Is 1 IrT -�- x 14 1/2'�s (Top) . 13, 1. 11, a 'Ir 1 13, a Ilr -= 2r , Ft , I - , - I - 1/12LE = - :,/:,± =' I 6 1/4, - I - ­ I ­ - I - IS I= ,# 1/4-16 $8GTT,-)I e :r :,::,: 2 , - SEE ORBIT II FOR 440NORS M fi: SPACING FOR 015VA"TJORS INTO IM foAfft MAMIM . MANUM ANCHOR SPACAM AND UMMUM COM MUM ARI, INDICATED ON THIS SCHURILE, ICA, ED LESJ; T�N JAJR�ATED ON SCHEDIM REGGICE ANCHOR SPACING In WAYIPLYING SPACM SHOW ON SCHEDULERY THE FOU."" FACTORS. FOR " OPERATION TO BE = ROCOCO) SWINE, OJEAM bvmo FA" volff, *0 at UJIS YIMM Nowu SPAC110I FOR EACH ANCHON' rm& THIS SCMEDIAL -ON 1Z le* - ---L-- UNIM 7;;l Zl�- , -- ­ -- amome-MMA CIL" - "iMIA14 ANCHOR VACM 011,) A I -1, A ". 2111 1 opm p"mm 00 I 3 A 'Ir 3 - PLOT � : am Q'I I 34/2 a ,lr 4 - ACTUAL com mw= 40j, FACTOR I - ­ --­ 1- --i-Mr- ...... --- -!!I-- " t$D - - - ­­­­t: -"----- -t--_,----I -=--�:n­ O" iii- i�w ----­-­' m I 'L--'--'-i-----,70i-----iiw- 'lr - �W­r-ui­ .. -1 SPACINGS ONLY VALID WHEN SPACER 0; USED, SEE JI FOR MO. A�D. rltl S I- DESIGN LOAOS * VAX, PANEL _ WHEN SPACER IS USED. I mull a "O. DEM LOAD mamum Pmm LINGTH 40PSF OR LESS 6'-B* > 40 PSF 7050 PSF 6*-2' ! I 50 PSF TO SO PSF V-10" A MAX. P94EL LENGTHS ARE ON �LY VALID FOR INSTALLATIONS W/ SOLO SET ANCHORS & W/ (6 SPACER AT 12 11r D.C. I - ­­-­ I-,-,-- I----- ----­­­ ­-­AMCHM (SEE SECTIONS & A11ERNAIM ON SHEETS 13, 14, 15 *16)­­ --------- --,-- . I j . � r VAX, R-SA/13, R-203. R-3A/14, p,R-1B/I& R-20/1,5,, R-30/14, 3' MAX i I, 1�� I. te� , O-w(�). , *R-IAW/15, R-2AW/15, 9-3AW/16, -1 R­iBW/tS. R-28W/15, R-30101/16. , - - �----- ------------­-­-­------- -- -- ---� r------- (�) .1 (�) � � . I 0 �� � 6 11 i 0 0 0 0 �� 6 44 I I I - -- � -- -I , I i ; I i I I I i k �, I I , i I I'll 1 c � I , I I I , ��, 1 i 111 i � � i i ! il� I I I ! I I I- i 0 I � I . I � I I I � I . - � , ; v ; I t ! ; 1/4"i­200"�SS. 1 � � I I "m pf�n LEND-ni i - - I � ; 0 (USE � 10 i it " : 1 , PANEL LENGTH �, 1 � , � I I 1 , I I , 1 I � I iA%, PANEL . 7 RED" STORM PANEL i , I r i I d'-B' 0 +40.0. ­40.0 VAI. �RiGLJJ.Ah i?64M � 1 ! - _ I . : I . I . � - "I � . � � , I . � T . I (w/ Omw ERIC PANEL LEWIN BOLT) % I I DAER 7,-B, � `,L� ,; m i , � I � �, k - �-------- ­ - - -- 4 ---I---! - -- ­-------f ------- - I 7, . 0 � I 11, 3, � I i " � uFt ;A-A-w PANEL I � (W/O -$ , 1 � � I I �,�� 1, � 1 � i il� � i 1, � i � A � . I , L , 1-1 I � -______� MVIAP MID PANEL UNGTH MET) i , � ­ I - � , -, I - - - - - - - , _-_ __-­-..­­, ,� ­­­­.- I- - ­­ - - ­­1 __ --_ ! ­ � _ i-­­ -, � � . -1 - - � I I I � - - - 7 I � , , . F � I � I i I � I � I I i , . I I - � I �:�, 1/00-2w, --- � ­ : '], ­�� -,----., -- - -_ -_-_ -" --,, - _- 1-� --, - ,,- -]; - - , -- A � ; --- 7 - - ­�, 1, 7-- - � ­7 , - , � LM 2'-S* 4", PANEL LANCIN I � t � � � �j F I 7 � � I � , �, BOLTS , , i - - - � , I AT ALL vouNTiNGS I � - 4 I � , I "'. � SS � �, � � 47 [ --I 1 1 -, �­. i � ;i ,iz 9v --i, - � - I � �� I - � I . � I + - � : 1i 1-�-, I I I � I I � � ,� i 1 . i I I I i � I ,,-,,�,,­ " , --- 1 � p � I j � 1 ; I � i � . I I r­T­-------," ­7 - i I . I � . � I � i I I � 4 1 ­­' I . i i I � . j - ; S­T I i 14�.11 - --.j---4-­­, ­ � � I - � -i- I � � � L.-­-1- -`� . L­::-�,-Ii-.",,-�,L---,,,,., ­r 1­­11-­1---- , ­ -------------i I I . - -- -- ­ -- , 11 1 . I I I I .. .. +--, �---­, � ---":--L--I,:-.�.'-i�.:,--- j ---I -Wfd i fe§-jiT STUD � ­� "I � -------- � I . . I I I I � i - ATON 0 UFE SAIIIETT-4, ' L 1 1 i I _4M j , I ��, � . I ­­­� LOC 1 . � � 0 c � � i I I e � I I ; � PANEL. BOTTOM CORNERS � I . . 1 � � � I , , , I I ; I , � I � I � 9 . , I 1-�J- I ) I i . I . 1[ D.M.,(�)� - iK � � , + I O14vtLAP- --t- - -- . - I Or! d I �� WING NUT AT. I ­" - AT �-el-w�', LEFT RANCE— NIGHT PANEL r Fxw-, I z 11 ". R-IA/13. 9-2A/113, R-3A/14. 'JR R-19/m R-29/13. A-39/14, 1. - . 1,001R-IAW)­ 1. ­­­ - - R-iBW/is—- .. --NI15, R-SM/16. '----.L.11----.L..---.'.'-"---,""-"-,,,--�,---ANCHOft (M SECTIONS & ALTERNATWES ON SHEETS 13, III, 15 tI6)-­­---­-- ­­­­­­-_._.,....,i.: .� CA, , LIFE SAFETY STORM PANEL �D ELEMION (t) , i (DREGULAA, 2,wl SCALE 1/4-1- -0 REGULAR 1 f STORM PANEL (MN MTLAL-_1w- VALET') �, I mwwoj 'r I STORM PANEL �� 000'"RHM-4. ; ff �­­=­---- - ---- .-- � �--p­--­1---------­1 - -- - ,--- , � ,*--- -,------, , \-- 1/4" <\ i I � � I . '. , MAX. . ��- .11 V31C .. 11��.- I , . I , I � I : \ , I - - . I -• - I ;�,� . . � I - LIFEE PANEL - I -, -- .; * As FLORIDA BUILDING CODE Non Moe Volocft�y imu ICan$ Zone) -- �-Iet :, PRO" IWICCIL W. , F'' WIRM 10(�;F',,Izonfoif, ...01 U GAGE GALVANIZED STEEL STORM PANEL IN I ,* j� r_- DARMN RP4 v" " "' / TI-L FE —C(),:,.:,� MmALPROTECtION PRODUCTS, U.C. OMWIE- a X (�-A�/���",\,--'.�- SECTION A —A Tug, �"D 6 tam A. ON S.W. 51 'SCALE 1/4,-T, Me, MAN., - " . 1�0;. - K I. bwz FL 3w P,00 (k$4)11110-IWE� f4! (154),109-11727 2O-f75 - OWING W: 0% 19 -.1 — I-r - I . == P, =2= 1 1 I I I INUALLADON 12EMU VQR UEE SAEETY PANEL Ci Im Wmp STRUCIURES . � - - ­ � �,,�� -i­­, -1 --1 I _:f -,. tot - , �-,�:','­ 1� '-f-1.1 4-1 - ,,,,, - - ,,, ,-,-7�� �1 -wx— - �j � �-, il -- V AM - � , - , ,I,, 14 11 -`�­11 �,Il, ­� r, , - Vaullor RED 11 I , vur- I RED - . - , - 11 I �-I­ - ; -- - - ; I n , * " , --- I '� ­ 1/4?'O TAPCON .1 �, �, , I , 11, /1, I v ­ ), � , 1, I . � - O.C...C, , M �� � I � , == PIC. "I " , P �, , -XC*1:1-T*."1rN OC. F 1, -,-- . . .,., "', � L I I 11, , , 11 I 1 I i . 4 6 � - I � .� 2 �, � ; -,. 11 I ) � ,. % I , , r , i r 1 1 Ii. I, .. - - I - , I , � L-1 I h il , . 11 -0 1� . . ---tj2 � , , " - . 1 ­ � -11 --!�D ", - -i --(i) cl -, �', � I , �r 2 � � i-"� - � $/A- x -HR Oq� " t /2. 1 � RMWO . , -,,,�,, x , �-Qmo 't . '. -6 aoR, , �"F � � I I I � � * 4* �'% [ - 1/7* 1 .1. . , 1: ', " " - I 4 ­­ �, -7 T ` I . , I , , �, �� 4:�'Lff MAX, ,- I , 1 I 11 I ;�W­__ ­--, "I r � , , I -1 .. 1 � � I I , I t , � �� � .1 - - � / �� j ,�, " I I , , I . L i " , � I i � * I � 11.1 ( N, � il t ----- � e � 'L A � I 1� ql­� f MI. I . � � �11 , � , ? � �� I � .11 I , , r- , I � ; ,,, i I �, " ; 1'� I . ,� � .�; r I , . JI I I . I I11 I Lil I " ii ; I 11 ! I i I .--.@ I - I- f, I P 4� � , I - ,�,, ... *"*`­:� � � T - I �, �- �­')�- - ­­ ­�44­­: - 1� EXIST - I w � I,- - 1�1 , , .. - EX-N4 . . a - i� � CLASS L. � EX ; GLASS ­- ­­ . Rao - I I I, �----- -� �tA- -z"­ - w rm ma f CLAW 0 � -"--,-. , A-- 11 i omw-111 f f , I Post 71-0 I t 11 I,---- I.- ,,--,I . � I - 11 Y----; - ---- - of � � , I Al- ==-.) , I i If 1 f - V MAX, 0 1 1 1 i " 1: . Q �., I- 1 1 �­i=-- I— 56- -- ..EL LENGTH -I 1, �� Ito PANEL LEWH a I �--A­ ­­ 0- - �= ­ 0 --,I---- ­­ ��­o � ELEVATION I --I v M.. --, - 11 0, I I %I*.. I � (SEE 0 . PANEL LENGTH � I tpmo, LENGTH 14, 1 I ON SHEET 12) 1 ; 10 �� "at 12) W 1(sa amim , ,j i tEJELEVATIOIN -qh .1,­ - � --­ - ­0- - E F .�� ­=�­ — -- 1-11- ­ - � 4 ... -! j I , I , - T' I � � 0 ___, _ _­­ . if ION SHEET 12) A ­ 4: p I z � ; 9 I co � � I V­` -- I w - ­ -- -.. ; ­_1 I i --- - ----A, � ' I I I 9 - I . � --I-- , r I, I- ,,, ­Cv- i I a I -.1. . it -A!) f ; - I 1- : If I* W. I � r�T- -- V2 � II-SukWATion I 2 a � 01 � I 11 ­ � , w 7 fI-----!"ARAAON'-, I I I I , G`1=11 I - , I - . a I � R TO - I r � I i � 18-It. I �-o , , i -- -@ � .-A � I f W2 : � ,3 w - - : r, �� : I . : I L I - 11 . ,­,,­ ", =177 I - 'T -- - ..2 1/r � 1 I- - , , -, A I - � - I ,I, a � I - , ! I I ,---- - � I - " -- . , i � -.1--.-i I � " "I, , � � Kv 1 �b 1 � = � - I'll , , - .. ,L " � I . , -- �+ - --* wm� R; CO1 - - I � ­ .1 - - I/ - �, -"11 �--` - f ­­­l t �� - � T- : -L- , --"--=J­ -� I ­� T ­�, , E� , I 417 - I", I " -41-.4w. - - �� - 1� ;-- I � . I I - ��- . am'S ­ I �� �� - 11 i i 76 -14 � �,, � L,q) I'l, � 2".41 � � I ,� JI!, r I 7 'L h � � - (�) PLATE - I : �, - L � , , , , ! � jj j� � , , 7-7- t �I �f) � I . 4 kPCON �11', i I I l� P. I REQUIRED - I � ,� -!q- 4. - � � �­ 41 y -1 1 I-, ;! - j/410 TSICON I -; , g.; -w- -�,­­ , " 1, � I t � I - . i 1, .- I I -; , � zg; 0 #* O.C. � ANCHOR 0 9* ILC� I ­4z., -..- ..C� -0 TAn 11 I � � � I I "", I I., I I � i � ,�� ,,,, 4 � ' 1! � REQUIRED 1 " I � SIAOIDERED W/ STUD , T , � � i � � � 'j-, _ ­114 , , 1 ", � I I ANCHOR a 9 OZ � I . I- i - Ne WOW � 1 3 i -, ',,.; I � � I i1 11 � I, --L�!, � i WOW . 1 L ` � I 11 � v4AGe'RED 71 STUD �i� I rt -1 L -- : I I . - - J - , , I _- I �­ � - PLATE , 1 � 'Ir 1 � I -, I. - � - - ,�­ 4-p .1 ­� _; -- REOU.mz - - -, z- .r� -­ �4 -- i REQUIRED t ) 1 i ... 11 -JAW I I I UfT 36= -f Fff M PFAA MI 5 10 22,92 Flaff I JA MAE III NANAMP VE 0 W" moumms ow""""N, WALL MOLINTI[NGS log - SC&E 3/6-1* WALr 3/8-1- � AU ed, A. T 0019.1 . ,01�0 FT- 4" Lo" --- - - 4, '. '.. EN . . FLOR11 BUILDING CODE (Ron High Wocity Nu cons Zono)l NOTES!, / .`I .. -M TAIRM m F.?. 1, INSTALWON ARE ONLY VALID FOR A.S.D. DESIGN Z.- , 0,44167 '�. -i 24 M GALVANIZED STEEL STORM PANEL . . OR" ft AND PANEL LENGTHS AS =*' * PRESSURE RATINGS Cp � .*- I - PRODUM, me. "/V/= SHEET PER ELEVATION ON 112. ;� .a', STATE4� �­- �� / 11LIECOjuscAGLOBAIlLPROTECTIOIN WE- 2, FOR NEW WOOD FRAME CONSTRUCTION; WOOD 1. -K. - . Azomvf7g MEMBERS 10 BE SOUTHERN PINE No 2, W/ SVECIFIC 014> =, wtov: .1"VIN.W."Oft""M "wif!".w � A - -r III- � a" "­ DENSITY OF 0.55 OR EQUAL, OF P.OW tOSOM-7$W FAIL, CW)SW4797 211-175 - WA'.'l VVL f." ­..o ...... :�"t$o - . - .fN C4-oowls ­1 W�- I - I -.1 - -T-- - MW04 ft., sm I I Ulf Mom-l""RE/me, , "M trIA' sJm.,5 or 14 U, 7 - (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MAIL A.SZ, DESIGN mmswm RATING (P�$T.) NUIXIMUM ANCHORS SPACING FOR MIN E,11 PER SWEDOLE BEL-010 * APPUCABILE TO SECTIORS i 4' - MJUGMUM m L. (ft.) MAX. & ,D- oes" PRESSURE RATING (%,m) MAXIMUM ANCHORS SPACING FOR NIO E.O� PER SCHEDULE BELOW - APPUCOBLE 1� - # . - ,,," PANEL LENGTH v ("') TAPCON -- SOLID -SET FEMALE In POW 7AMAC-NAILIN I Chf TAKON SCUU-3E, PEKALE In E E I PLUS -- --- 22AVAAMAC - NW"ANAM CAU(-iN a k , now'so, 40 to ayaWtE- To - :q - I "E y 6, ...... ....... I mamftw ..... ,',- I .T,D,. 3k To = a - 10 COMORM C."A" To amom To C, 10 10 �.�. OF -11114 >.a, -ah TO . +75.-,m I is, i 11* 13- is* Ir ir Ir 11. Ir to* I (w) , 9 - >+76-75 70 +11IL-11B.6 L- is. - IF 6 117 7 177 s mr � is IL 14 t/2- i ( , 5.-Ir OR LESS , Is" it, ly Is. i37 ---- Ir Ir Ir ly ,� _ , ". 'r ter 1 (SOTTOM) -is. -i I We 13, If. I or 7 1/2r, 13, �­ r I (BOTTOM) - 3" s� 3� 3� 13* � I;r Ir 712* 12' Ir - 7�; 2 YOP) is, S* Ir I' I• r __I_ 1 1 ,E 14, r, I/ -1 1/2 5 /2 Jr , . Ile - ! (w) - _ _ ­13: 14' _Ljj_ � Ill _L_ ­ Isr _I _ is, _j_ _ Ir _L _ 13, is' I S. " - -T17r- IF -i-r- ­J0. , F Ir 71 %31 ly Ir 2 I/21 Ir 9 I/r 10 A/2- 7 1/27 13' 6 Ile V-wmll) 1 Ir I it* Ir - 13* I - Ir ly 13" is, 13* I.. Ir .". to* 3 (TOP) Ir - 7- is* Ir ir 91/2- Is- 9 1/2' to 1/2' 7 1/2' - Ir - --!�-- I L� - - I - Si, 112'12 1/2' 6 Ile 6 Ile 12 1/2-17 1/2' - - a Ile a 1/4 . 3 (00tirw - - 17 Ilr!z '- I/V 6 -,/*- 01/4- 1/2' Ll/± -- - 1/4- - - 6 Ile 3 offniev) - -..-K- r -S:­ - --K- Ar _ 0' - a" '. r ­61 - --- ^ , 1. 6 I oil, a' a- � 51 -- - 11. -W-- A 1/2* - - - 4 Emp) il-06r-ii;i) r --e-, r -= e WTI-F ----,, 30 , -­ - r ­;�­­- 3 1/2* r it 4' - + i/2' PR I . , r - T J/P ­­i�- T1w -- -- a�) 4 (wiftw IF' 7;7-- -;-a;- -IF- -Ti;r- -IZF- - -13* : � -, s� --i�- IFTT-F­10- sow) is, 9 1/2' Ir ir Ir - 91 13, r -i- -.is: -i -11r -Ir ---r 5 (TOP) 113, IF- It* -- 11. -­ 13, — --- 13. —...--- Ir - 13, --- ,a* , ­� 13* —11 [ I -�r- - tl-, r-, ­ir -- I --2K-- JE- 13 . to* --- to . 5 (BOTTOM) -- 6 (top) ­i-v Ir -7- - ­ v -�F- ­- tr -- ly -- Ile t1r - Ir.- Ir -- ! -1/2' 6 IP* -; -i-3 - ­­­ Ir j /-2- 11- - a Vr IQ J12^ --­i7/F­­ L.IAT 7 I/r 'M . Ir � Is* --r A I Vir �� 6 (TOP) ,-,-- --- -- --!!�- 6 Ile ­2:­ 6 1/4' -!,C- 6 1/4' - 6 1/47 _­ - I - -,.Lr- - -It- - 5 1/4r, 6 1 /0 6 (90111"). " - a Ile 1 6 1/4, a Ile -1i-`i/*-Ji-­J,1r`6-t/e - - I -.,-/,- �.-,?/2, It �;N -1 L,n: 1-3, I.r Ir 1w Ir in- w a' 13* 6 1/2' 1 (TOP) 111. TO S.-T - I -.;,-- 13* 51 13' -- I to 1/2 :1K 7-17F -13- - 7--�V 7 1/2' 5 IA- IY 14 1/2 1 .1-ir I TO 7,-5, I -1r 13, L!T - -1 O L/2 j_ s� G IL2 j_ Lf I!T 13' 7- - 1 ($Fr�W Ir 6 I � Ir is" ir , -F-"-- IF -e I.- i I& ir I k 13* 7 1/2' _!3� _ Ir _IL_ , 13* _13L_ 11. _ tw _L _. Ir 10' if* ­�K­ Ir Ir a I/2* 2 (TOP) ur '. 13' 10 1/2 Ir ,6 4/2' ------ Ir 6 1/2' 7 Ijr 5 A/2- W 4 1/2! - 1 ! 13, 7 lIr ,3* Ir 13* /15 101 -1 is- r In I 111p: 7- . �2 (BOTTOM) ir 7- 3� Ir Ir to 1/27 is " / , 9 , K 10 1 2" 7 1/2' - l3r 6 1/2' � 1P. ) �) -- Ir 7 t)w 13, Ar 'r ,!I ,".11111111 ')I 1/2- _!:_ _2E� _ Ir 7. s (TOP) ---L 5: -2- - -L- - --Llt- 3L Ir ---T— ill 1/2* '! If U "/` i :/�I! - :1-/1 to t/2" -- -�-W -T,7�- --ir - iw) d - - 12 112-12 1/2' - 6 Ile -Ie��--412 81/4112 1/2 - 0, Ile - - -�t - - 'i'-1/7 'i 1-14V i -MMOM) - - t2 1/2'12 -L - 1/2' & Ile 6 Ile . 12 1 ,$ T1-1V - 6 I/e 6 Ile 3 DIOTTOMJ Ow --- IL/%* A 1/2' 7 ly'r e a -- /2* t.2­ Ile I— 7' �j_ 4 Fo-p) ?. I r 9" 5 1/2* 7 7" " , lle " I/ L!-- a- 1 e _ {ill' --3rrr- - 1 .2 1/2' 4 (TOP, _ _ __.E w _.E_ - 8, - I a- - ­K_ Or - _ '. - 4 (BOTTOM) 121K - ", k - -- - - S 1/2' -_ - 7* 1 Z, 4 �1-mvm) he-111 , 5. I I -- -- 1/2-r-I F� i6' -1/2 -- L, 1-31 F -,F-Ci6;)- ­!f�� ,� - 1. TI. - - ]a- -- 13, - -�', ,� Is" 9r, ­- 10, 7 1/2' 13' ­ 1 v p (top) - -' :J. I . IQ 11ril -1/2"--E- ,/12* a, 13' 1 7, (W-) tar �7 - Is- ­6 37- i , 1-,/,� Nvr Ir 9 ilrPO , 1/2'17 1,12' � lg� i 1!/§ I 3' Is- I ------ . I 10 1/2' R 13, I - 0 Ilr is, is 1/2,11 1,14! �$1!2' - IY 14 1/2*tfi (TOM - - 6 I/ej 6 I/ej- ,8011 , I - I - 10 1/4' 4 Jo o - - I ,1,;� 15'7/-erS I,L-:tG WIT, SEE SHEET 41 FOR MICNM TYPE & PACING MR .WALLAGONS One 1000 FRAME IRMUNRIS 0 U04" ANCHOR SPACINGS 00 MIMMW WM DWANCE AM INDICA713I ON THIS SOWAL TOP F D. 404.4*= 0.1 *0101"M SPAONG'" = .1".11", 40= W^U USNYG FACTOR WILL NOT BE LOS THAN MINIMUM ASIMM00010) FOR EAW ANCHOR TYPE ON INS SCHEDIA.E. - ANCHORTIM �, _j�rlt.. MpGP% CPH 4� __X _ Es, SMA-00 1/4'. ��. I/e, - --&* _jtr�­_!C seek -WAN, 4!� ­ ww-w mms" maw SPACING 00 3 3 3 3 2 i/r 2 1/2 - 3 3,/3, 1 w 6 A '/r 3 -- 3 1/2o --- If I/2 3 'Ir % I= offram OLD.) FACTOR I I -­---.-,-,.� ...... �- - - - - - 0,01 -, .- - - - -- r. iiji- --- --- j1­1!�+---,:---- ]�W- F- - if. -0 ;:w­ - . �!iT . - - ----ij I , i- ,ffi- — ­ I ONLY VALID WHEN IS USED, SEE 11 FOR MAX. "D. I rSPACINGS IS DESIGN LOADS & MAX, PANEL WHEN SPACER , us r p" it A A.S.O. DESIGN LAW MAMW PANEL LENGTH 40 PSF OR LESS 6'-S. > 40 PSFTD 50 PSF I'-2- 1 > 50 PSF TO 60 PSF 5*- I O* A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W1 SOLID 50 ANCHORS & W1 0 SPACER AT 12 T/2" O,C. INS 190 DETAILS FOR LIFE SAFETY EANELO) JALLAL — INTO POURED CQNCRETE OR CONCRETE BLOCK MMUM 1/4-0 TAPCON EXISTING POURED 1/4-0 TAPCON­­ - EXISTING POURED Alef TAPCO� - _11w .­.­ ­­=j , WeRft El POURED -- -'-r OR E OR ANCHOR 0 9-0.!�, , � XINCRETE OR ANCHOR 0 91 O.r ANCHOR 01 9 D.C. x " L., v " w4yill CONCRETE BLOCK CONCRETE BLOCK ,� CONCRETE BLOCK. I 1L* M.- � PANEL LENGTH I (SEE ELLVAIM , ON SHEET 12) I � I I It- �T � ...... 1 -," M. O- PANEL LENGTH - f I (SEE ELEVATION ONS712) i I-, v.­I I - - - ­ I � I � i . � I � "I'll, , I I i I � , , ..... �,/� ---- - 0. I I ED.* 1" 1 314' Y0 I ",-'I-,-- ­j �-:_-. "' go � "­.­­.L-- ( , �,�, - llrlf! -If- -4) , , ,,� --�-4) 1", � a� I f!- ! 7. TA:j , , , 11 -Lj�# � .. ., � ­ j, AN Oz. : I DOSTINO POURED CONCRETE OR I � EX POURED CONCRETE OR I CONCRETE BLOCK REQUIRED 0 HIMLS *-DDkCqM BLOM REQUIRED, 2 Lvfigmt"NEL WALLm No Cor sHom is & to yoft ANCHORS AMCWR TWE -Y�� Tv'm & SPACING FOR OWA"wz MID 'JONX01 "NNW No" WAOR 3 WOOD JIVAII: BUILDINGS. MINIMUM ANCHOR SPACINGS NO MINIMUM ."Nuummm" 'aw" DO , 7!P!!`-"`I !t!t." I -----. � MotOlE E.O. Lm TAW 0101ek rGRARE "Olm ON THIStEn OK SCNEGLAJ� REDUCE ANCHOR SPAUNG - 3 By ---- SCHEDULE Br THE FOLLOWING FACTM FOR THIN OPERATION To BE POSSIRUE, kDECO) SPACIM) OBTAINED LEND FAMM SHILL Her BE LESS THAN .... AGIUAL ME W : ITAC"m , ­­­.­1­1­j�T--- - -- 035 - - Pot -­­-­2"jr ------- -------- F --,.-- - -- . _.._.- L M.WAIM $PAC- INORGA70 FOR EACH ANCHOR WIPE OR ITIEL SONCOLAZ 3� I l�. EN EA I t 1 2 im 0 1 j -SE .V C 'r 1� 90,ql­,, I Of T-n � If I 0 I a I *L' MAX. R. 1 PANEL LENGTH g­- , (ro,Ltm 0 � HEEI. I If � I 11 � I 0 � ! A- : w- I i I 1 7 L/2 , .✓ !Z7 I � 1 e � I I I i E-;.* t i I � -I ------ I i 14 t­ &,I' VA:. ED POURED I � OR . E BLOCK I 1 - 1..... - � I I I *L* Wx L4c­ I 9' PANEL LENGTH - - I ... . .. f ­ ... � L Om ELVATM I ­1 OR SHEET 12) � I I I . I ANCHOR Is 91 04, ANCHOR 0 01 CLC: I CONCRETE ON EXISTING POURED CONCRETE OR --wA9 =Z REOURED. --bDwArm BLOCK REDUM 5EU,10N-. R- .2 -Rmuak MaLs 0 UlftWPANEL WALL MQUONGS VN!N#J­. SCALE 3/8-1* I INSTALLATION DETAILyj FOR LIFE SAFETY PANEL (1) INTO WOQQ STRUCTURE "I -- WOOD HEADER � - ,� I - �1­ " i ­'­­' -- TfEQUVRED -- it i - -9.12ADER m 1�1 -i.", I -- -- tI '. -.-- . �. I/vo TAPW� 1�1 � �, , 7` - - . " " i I,/ N, I - . ,` ", ". -_ �, - I= O.C. I 1) ,; I � I I � jj� 11 11 1, m I � Ili -­!4)11 , Y,4 /21 1 I/e , 580go w 1�/2- , I'll, I � - : - 12.1;il I �� I ) 11 � f MIT I �� o �, -, , 'r, � ,�J! I [ � I , 11 " I q I , " � I I I " 1� L I 11 i -M i - �., � - j� I I � - -�- - � mm I I I m � I I . I j, 11 1. 0 : � I - 01 i a a I I A— EXISTINO 1 #­ - - - 1'--/1.1� �,��.v I CIASS 0 1 ", I - 53, uguas4p � '6­­ - �, ,9 sk tg��­,,,,,,P­ ",,­ - ­Iz-, -- Umme �ql I : �, � �,,.h, - I : twin � 0 1 Lom am rAn CIASS , i I I t I I -- , - " ! 11 I A ,� I "r MAX. 11 -.1- ­­ �, ,L­.­­­,�­=� , - v PANEL LENGTH M.," '" --,-,- 1, ­17- I; PANEL x- I (SEE ELLVATION I i � (SEC ELEVATION I I I ­ ----r-- � ON SHEET t2) 11 . � - ___j ON SHEET 12) - I ; - f 11 � I I1, -1-1-11 I i ,8 r W, =­1­1 ��-­ -.1 -1--­ ; , ­-­­ � r­ I-— 1, , (D i , 11 1. W. I 11 ­ ­ I I ow�---Suw%mm- I I : I -Er - 1. I p::9 ! � , I.- L12 1-- 1 - 7�91 - -," 4 I., � F- : .v . 11. I.- Ea. -v:-W OPAL & 77----7-F;! " - � -1 L-- F- --- --­ -- , -­w�- r �: 1 '0" - 0 T, ) I �- �- h ,--I , � ­j­­ -­ ­111-1 ", I-- -._-,_.____"__...t I.- Ea-, � 4��- , i, , - WDI , ­�� 2'.e 2.4, � , � ; , I I PLATE - , I. i , 1�i MATE . !, i" f� � I REWIRED ". , � - r 4 il 1, I � -0 PANELMATE PLUS REQUIRED , i'� , i, ill . '- -: I I � � 11 -_1/4 � �� ,/4 0 PANELMATIF PLUS i�-i- --- -- '. " � ; F ANCIM 0 t2 I,q- C.C. I ANCHOR 0 12 1/27 O.C. � I � { �� - � ,,� I I � i 2, 11 � �, ir" At .1 .I.L -­ ---v ALI RNATIff.az WIN -0 "".fwp#N,1 p ,R.�..Tlk ,�4% WALL MOUNTIM /� /10.1, I ... . - . . FLORIDA BUILDING CODE (Ron Mqh V.Iocftqy Hu cone Zone) ` sio. 44167 ' I try N=' r: *. * .1 W z Fj�. 7z t . = om Txmm w- 24 GAGE GALVANIZED STEEL STORM PANEL mMet ft 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. %_ .q�- STATE Of :4:-- -- - %r -P '* ­� A4 so 1� 0 . DESIGN PRESSURE RATINGS (p..f) AND PANEL - , 114,104 :�� IL ECOmIc. GLOBAL PROTECTION PRODUCTS, U.C. olliv./TE; " LENGTHS AS PER ELEVATION ON SHEET 1Z ­­­ ->, z 1 r* Aowil!� $tRw Ott� 1 FOR NEW *QO0 1RAME CONSTREJCTION� WOOD 7 NX0• -1/1 j�Ww-.-� MI" MEMBERS TO BE SOUTHERN PINE No 2. SPECIFIC ,of f , / 11,11, (M.)UI7641, ,mt- p")GIN-sm 20-175 W/ II&I"110" DENS(TY OF 0.55 OR EQUAL , www ft pf VA/sIGNITIMEmmm .- - , ,is -.1 - g !M.f - I- :- A, I., 5 or 'mi I, , - - -0--o (D (D = U) -a —m > (D = A-' L- Q) L- 0L = 0 -0 0 a) a Q- Cu -0 L- a- . .a .H�.­,, 0 im — Cf) a) -t--- = a) = -0 Cu 0 0 -cu -0 -= Cn -0 = 0 " 2 CDL = 0 a) 3: Cu C 0 .�-f — %%.- U.- ..+- k_; CU > .u) Cn -0 a) (mn k� ZO a) -I'-, w 0 L- CL !E III -0 . C 0 C:)- < 4" --�- " � )�� gz:x � " ., -2 , I = co CD .= %­ 0 CL ?.-- t= 01- CL m I, m Cl- .= as cl�r >e ,- &A- CL. . Cc = ­ -,= C�4 .= I CU, 1= W 1:14 > iz .2 w CL :5 C) . r= = = " �Z- Get C., ­ Bc 3r, m - a) a) -47-1 1�: Q ") al n- = C= , I" w ii '92 C: F. 2 I= 0- C-� �- (71 1 C/) -ii...a L. (1) a) (1) C- -4-w# 6--j U) =3 CIO > 0 CL < m 0 C: -0 (10 0 L- 0- 0 ar�) L. ICU " m :3 LLJ 2i < z z < I __j 13- I - SHEET NO. SH 1A. -OpEaZlifit/18 ANCHORS —(SEE SECTION EZI h ALTERNATIVE aAW ON SHEET is)------ Me- Mrn, 00 Norm 2) 2) 1/2* Vlr I - pop :.AST PANEL(Di TO SE INSTALISO AT EACH OPENING SHAU ALWAYS, BE 6-1 -bi 41� --- a F.AWTATE WSI&LATION lf-17D FROGFE INSIDE Of' STRUCTURE. FROM INSIDE -76 JL L 1A J --L SERIES ?ODG. E-Z HANG STORM PANEL SYSTEJA Lf I OF PANEL 4 Cont.. T111.1111 11 81 MID. END PANEL) (INTERK)R PANEL} (if RIOR PANEL) (INTERIOR PANEL) (ENE) PANEL) SEE NOTES 2. 3, 4 SHALL SEE NOTES 2, -0 TO 8OTTOM MACK (I) CHI PANELS ALWJ .11E CONNECTED OTHERWISE A STOP GAR BE PROVOLD AT TOP OF SUCH P&NO, Lchml PANELS. VIC P.1 (3) IF EM PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECAON It SKAU, CONSIST OF 1/4*0-20.3/4' M.S, W/ 7,18'o%3/32" WING NUT ORL��4�40/;4 MIA, THUMBSCREW INTO TAPPED BOTTOM TRACI.C. 'ON FASTENERS MAY BE AT EroiCR OF TWO ST�"77-1` EXTERIOR FLAT FLANGES OF END PANEL, J- ISOD J.- or (4), IN CASE THAT END PAN" ARE NOT CONNECTED TO BOTTOM MAK TRACK (I.- A STOP BAR IS ONLY USED A! TOP) AT LEAST IWO T- i FANE"S SHALL BE CONNECTED TO SOTTOM TRACK USNO SPECS INDICATED ON NOTE IN SUCH CASE CONNECTION Or _(r Mj=-4 JJ PANELS TO WITOM OCCUR AT ANY PANEL LOCATION d1j -1-j-LL.J-J-L1-1--J-J-L1 -J-1 L L -I J - SEE 0� 4 3,14- t" Ilan t fN5TAIATIONS ONLY VIALID FOR WIND W,.. 01�11 C7) ME /§ NOTE ANCHORS 3 SPEED lip To 170 mp,h. --jSCE StCTION al 4k ALIEPkATW EZ rW all SHEET I IT,'-- -091/18 rz, W/18 TYPICAL ELEVATION EQR SERIES 2000 E—Z HANG STORM RANEL ri I SYSTEM SCALE: 3/32'-1- 2,667-(wLM aem.Ap I *Kxr %xim MW. CAP C1 SEI;TION A —A SCALE, 3/32'-1' FLOR3Dk BUILDING CODE (N.. High ftpalft Hurricane Zone 24 GAGE DAtvA*rzEo STEEL Stow PANEL I " 44167 1 Z GLOBAL PROTECTION PRODUCTS, LLC. STATE 0 L "WS11,15IT-, AVAft X C T, 41 1=11 11p, lull I sp?. Sow 11 MV&D ENGINEEtING PRODUCT EVALUATION REPORT September 15. 2020 Application Number 12MO. 1 - R2 EX Project Number, 20-31543 Product Manufacturer. AAAmetican Shutters and Glass Manufacturer Address. 1540 Donna Road Wast Palm Beach, FL 33409 Product Nimro& DeWputin, 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation; This ProdurtEvaluallicin Report is being issued in accordance With the requirements olthe Flanda Department of Business and Professional Regulation (Flooda Building Camnifirmon) Rule Chapter 8IG20-3.006, F.A' C-, for statewide acceptance per Method I (d), The product noted above has been tested andfor evaluated as summarized herein to show cornpiance with the Florida Building Code Seventh Edition (2020) and its, or the purpose Intended, at least equivalent to that required by this Code Re-evalustion of this productShall be required following pertinent Florida Butiffing Code modifications or revisions, Substantiating Data: - PRODUCT EVALUATION DOCUMENTS EX drawing *26-3iS43 tified '24ga Galvanized Steel Storm Panels (HVHZ & Non-kVHZ)`, sheets 1-5, prepared by Engineering Express. signed &seated by Frank Earmairdo, F.E. is tin integral pad of this Evaluation Report. - 3WREPORTS Uniform staine, smictural performance has been tested In accordance with TAS 202 test standards pat last terport(a) #BT-ASG-17-001 by Eflackwatter Testing, Inc, Lanqdf rr"le impact resistance and cyclic, loading performance has been tamed in accordance With TAS 201 and TAS 203 testmandards per test repDrI(s) *ST-ASG-1 7-001 by Biackwater Testing. Inc. . STRUCTURAL ENONEEPJNG CALCULATIONS Structural engineering calcoldions have been prepared Which evaluate the product based Do Comparative and/or rational analysLS.te qualify the forcNing design critters: 1, Maximum Allowable Spans 2. Minimum Allowable Spates 3- Minimum Glass Separation 4, Anchor Spacing 160 SIN 12T- AvENVE $11tTE 186, DEERFIELD BEACH, RORJOA 33442 (954) 354-0660 1 (,866) 396-9999 TEAM@ENGINFERING]EXPRESS, CON ENGINEERING txpn ess. cam ENGI - N E �: E RING Page 2ur2 All American Shutters and Glass — 241go Offivartized Steel Storm Panels No 33% increase In allnwable stress; has been used In the design of this product. Separation from alazine is not required for Installations Outside of wind zone 4 and essential facildies. impact ftesistancw Large Impact Resistance has been demonstrated as Evidenced in previously Isted test report(s)• and is accounted for in the anigmeemilt design of this product. IffWad Load Resistance This product has been designed to resist wind loads as inidlicated in the span schedule(s) an the respective Product Evaluation Document (i.a, engineering drawing), Installation This product shall be Installed In strict compliance with Its respective Product Evaluation Document (i,e, engineering draviffing), along with all components noted therein, Product components shall be of the material specified in that ptoducfs respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shag be in strict accOrdancewith tire respective Product Evaluation Document (Le engineering drawing) as noted herein. All supporting from structures STAR be designed to Radial ail superimposed loads and shall be of a material tasted in this product's respective anchor schedule. Most structure Conditions which are not accounted liff In this product's respective anchor schedule shall be designed for on a shni-spacgic basis by a registered pia lasslomi(orioneer. All components which are pentearently installed shalt be protected against corrosion, contamination. and other such damage at all times. This product has been designed for use within and otiftWe the High Velocity Hurricane Zone (HVHZ), Respectfully, Frard, Flermardo. PE ENGINEERING &PREse OPCO046549 I Cen Auth 98'9' 160 SW 12"' AVENUE SUITE 106, DEetilrILO BEACH, FLoRloA 33442 (954) 354-0660 1 (866) 396-9999 7- IMAM W, I., W J- -It all ftmT Z J t hFriNr OHt EA LFaOU .Z •8N. m-�T-0 vu. 4,1 A! 22 mi 17 Ed g, H`V,.,r.P V 2T1iCC'60t-- Hci�ly Oa rJfi r rk,- kA, "AN' ' YPLMAN6MRY t.101 tit zi Z4 T� In q.A,U' ......9•vmtE' NIAMI- 11-W r Mir I IT,. t4, 2 -31545 lZMT! IF 7— !�qlw�k: wu- �n ION INSIALLAT-10 DETAILS EQR SERIES 200Q E—Z HANG STORM PANEL INIQ POURED C98CRETE, CQNC UCTURES Pf W .WW", cowcactir BLOCK -/4 ANCHOR 12' 04, REQUIRED. 44111 C_ #14.1* HEX TEK MOD WJW_(rtJ" Tor CH." fir 0 FROAr EDGE OF 6* % A Uk, J 11 /4;X re TO CLASS"116,101IN POP EXISTrHC To OUSS, 41=014 POP t— [ - elvil 01 No �-4 1 ------- F11"44, LENCI" PANEL LENCTH -01 :4 To Lr THUMBSCREW 10 If GLASS- OF V or V If —07 -.1/4*o TApcoN ANCHOR 12' O'C' tleo TnPrON PLATE wow ANCHOR 0 12- 6,6 -TE BLOCK REQUIRED CONCRZ L REWIRED, SIP lA0UNT1Nt3 SE r ON Aft� SCALE 3/8=I- SCALE 318-l' NarES4 or- Elifi�-! FLORIDA BUILDING CODE (Non High'Vidlocify, Hurricane Zone) MIN- PANE low rLme, M L LENGTH I 24 GAGE GALVANIZED STEEL STORM PANEL INSTALLATION ARE ONLY VALID FOR A.&D- DESIGN SHAIL BE V-15" F,441 T. PRESSURE RATING 40.0 AND W-0- MAX STATE 0 TAT_ am PANEL LENGTH. 11LIECO C-10"L PROTECTION PRODUCTS, LLC, 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD am F� -qs,. p# 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC i)N /OtIAIL DENS" OF 0,55 OR EQUAL, al-OMI$4 DkMnid Nt OF Is ALL AMERICAN SHUTTERS AND GLASS 249a GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) IONAL PANELS MAY BE NOIFICHED PIS REOPT QUIRED. PROVlDE1i,THATtONNEq0OLISWItn' -205TETCH I0NS AND H-WASHERED ANCHM,AR5 USED WRIdi-ISATISFY wt NGNUTS FASTENED @ SPANS ABOVE III BELOW COSTRIXTION. OVERLAPS 4 MI DSPAR D APPROPRIATE SPAN TAII. VERTICAL MOUNT ELEVATION (NOTCHED PANELS) \li./ %T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24SAUMPANEL5 MPIWOM STORM PAWL SiPAMTIOUMOM "M DESIGN 4a0wAeU, PRE RF !SPAN((ttt2.j (NsTA11ANN,5LM INSTAUATIONSGRIAlf.8 Tf"VABOVE GRADE SHIN 3WASOVErRAM 1 130.0.IN 4O6,A 2,115 [A 13011 Nc 4"'Mm in T 6,11 In f a6A 6 SPAN SCHEDULE NOTES, 1, ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD Ift PANEL FASTENER SPACING TO DETERMINE MAXIMUM MLWWASLE STORM PANEL SPAN, SCHEDULE 15 ACCEPTAUSEBLE FOR WITH POSITIVE LOADS LEW THAN OR EQUAL TO NE v LOADS. 2. 'PANEL FASTENERS- ARE STUDS USED IN CONJUNCTION WITH ALL MOIJNTING EKtRQ9ONS '"F"49ACX. STUDDED Ar!&. %.1)3 SEL52S5""', O.0 PANEL FASTENER SP �EVVA Lj ALL 'H', AND -U`-H1E4DLRS (INCLUDING BUILD OUT CONDITIONS), 3, LINEAR INTERPOLATION BETWEEN LOADS is ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD, rl- MAXIMUM. ALLOWABLE DESIGN PRESSURES: ffNO�TED IN ID-153GN ,_M"_ DESIGN NOTES: SCHIWULE�5 POSITIVE ;A--F:17iT1 —IP IJR?CALCU1L1TED TH,,,� , DESIGN L�E nET RM N PER SEPARATE ORMEQSQEW'T I,NF�i CPPUO NO G AIWNE AECP�C,YO RRHD'AgTN IOEErWITH THE E D0SOPFI*IE I&'Rf�%B JLR'NG C S'SO6BLES TTHAAN PRESU?rATrjVAE9j5&HEVREIN FOGANY ASSEML,MOWN - .. 1. N WYELMUM TESTED pn Diff , DRIOTHER MAPICUI� To THIS DDC0MflNT` �Nr ebA An HfVt !==%'l 'r1j'N".UM P1 a) LABEL 3.0 Mf0--Vr9'N LANERkAN SHUTJOISANDOIASS' 'T PALM " IS VISIT ECALM10131643 FIR-5f—I Fl,' _A (5;=P4 ALLOWABLE SPAN SCHEDULE I. IMMUNE, I INMEACRIZA 2� no swoml0N -qam 4W£-- 1. RkAtub WHEN tANF1,,EWT4H MaOLITEWWAn TAM w0m RN .C51MCTM MPUNITNO cd.w.,Im A*MW41000NT7kGOM0 WASISHtCP-PITA!WNW i"=tfl4RS& ALMftoIk NA wnHou Sri MV14 OR 6451 0 C, NFIS - -�l U.- MI III V TK 011WHX 'OF OA SaY." CL�AM�, 0-�klmc i- P"'At wf, .5-MY Huvwl� 00MA"M SAY0. I. -IM *-W4 GLASS SEPARATION NOTES:fi 1, ENTER SPAN SCHEDULE WITH POSITIVEDESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENT111710 EIR PROTECTED. 2- SCHEDULE IS REQUIRED FOR USE WITH POSTITVIF LOADS ONLY; INTERPOLATION BETWEEN LOADS 15 AcCEPTA6LC,.OTHEKW;SV USE NEXT HIGh rEP r1ft A& LOAD 3 MR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES I THROUGH 3. THE GLASS SEPARATION SCNOT RINIOMED AND NO MINIMUM SEPARATION FROM OPENING IS ARQUIRIS), ri'vOPTIONAL INTERIOR FASTENING DETAIL I @ =%W S PANEL DETAIL 5 Q> di ul 2: 11 I F jP Q4'. L T r �F 4�H IS GA J4 T TY? -O,j 0.0941 10"4� w-cB,- u Z 0.. ODO 250- r-BS"' -0. WC62� - --I 0.i2v .030' - 2- -4 2,aoo, 1-- 2,Doo- - TYP. RWLD-OUT HEADER Vh-� @Azt� 560" 1 sea' MAX 0,376", 01t3° bas 55 65- 12.500' PANEL t(NEWE— O.Bsti' D-I), 1011" 0; S45" 7- 2,90 `13- Su. TrP.0090" 0,700" 0. V .FlSL a 11 07 a: SEG mR[cll 25MAX. MAX, A CoRi1EACLOMEDE7A 1. MAk 5,92U. OVERLAP �j MAX VMAX• MEN. RED FI I!LkP �-XL —I4D)jNTCLQS0Ar fl-rg ANCHOR SPACING SCHEDULE: 24CAUGE PANELS, PANISLFASTENER511112'5".Q;C, EM EON ffinaffigniffia IMMMEEM Im —MF F=MMMMM0MMZMMMMMM —1MfflR EMM� FMIMMME ME EMffi M I—M F 171 R F n II M MM M a x. 00 aoy/ Is I)e WGE DIISTANCE al Ir ANCHOR AI Pinatas ralimat Type (p"I wee are 11) CI - a C4 C1 CZ Cl Z4 C2 ca C. tr EMS 33 41 49 64 Z mg, ma -log. lqv- 12.y' 16&, le 0" 7,5" I2.5" 1164, 1640" 6.7, 1.bll ad&,, I00 ts'. TZ-511T.-D., IAM-Sil 12 S" 2S, ., 6r 1!lL L4' C ZO 125" c IIVI,ISSS, t7.� 15 a- 4 l"_I, 07 1614 ➢1 145• ld�SiEXa" b �,o"U,oiU33 41 AEI!I& 48 72 l 164160,tiL 0-VMD. 3614 81'12, 9.367 tzq, lid' iL,I' 9,6" 6 4, 123, io&l s"? 1215, 1fd 1/4"* 3-114� M"17 33 TARCC0111AW 41 48 ---dmmmmb Si 71 LZ51 1610" iekol la,51 16,01, 11 IItl 51, A&D, 10.211, 111� 1B 0! It 3 �P 0;1 9.K "I'll, . ' It. Is 0' it 4 12,V' 16.0 9,1 42.5" Is, — L2 iEw SOS" 91�- 12,511 IZ.V L6.V1 160 91L1 9.0, 12.51 Izs-1 16. ja'a. GED 2 41 48 72 L ' 5.;1. 4.5r S 5a, ➢11 Z3` jaZ411,1.tk2x, � IN, 3 14 N.7 4 �� 'a6.2vM 4 8,2912 3" 4 V I D' ANCHOR NOTES: L ANCHOR SCHEDULE APPLIES TD ALL PRODUCTS CERTIFIED HEREIN BUT -ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING, KAKIMVMA�LOWABLESPANSANaPRtS5V.RESINDI��ATED INE'AN SCHEDULE SHALL APPLY. 13. 14, L5- 5'R8QDMM1ENDATIDW- P 5MCK, AND OTHER WALL V=SCR WAFER HEAD (]SIDEWAQ� BOLT')LI.N,G- TPCW0IkOT4ER WAL)LFINISHES. HAAE NOTACCEPTTAStE Id,%, , ' FOR USE WITH THE AflCHORSCHEDLILES USTEQ GN 1111JU-9, > 0 CL 0- C: 0 0 L- Cd 0 -a 4-It n C/) a) CU 0 0 - CU CIO 0 L- 2 0�. = CU C- 0 %-A — 4-4 CU U- 4— C) > -E -0 U) E 0CU c— C/) co 0 L- CL 21 aC C— -0 0 L- 0 Mco W Z Z SHEET NO. SH 1.5