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HomeMy WebLinkAbout3327 Moulden Hollow Dr1 p �I tY �ayY .4 ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF orA.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orA.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Fig. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, RISH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. DiverterValve (plumbing) OE or O.E. Owner's Entry VL orV.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or wl With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) _ WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDWHDR orWDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-15-20 4+4 OVERHANG OVER SGD REV. TO 3- PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE 19�41 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 I FOAM DETAILS 4 1 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS 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 titteblock 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. IN 0 �•• + ••i i • `• w � ".-' •I+ : J /� r1C U Q r �rrlrlE,il11t°����� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to W vE� CD O 8 r Sao N r'- \ N N O' m J - J W O t(') o?oo N * Ln f . W N err-. My 25Z J W a L`aY Q J LL LL 5 d Lu cn Z<6 -6 � Z O oc L°o CoNCO O H W LL O J W a a Z IL oo 6 N M Z a X D 0 0O U v_j co Z W ❑ ❑ ❑CD � N O o z N z � � d J � � a 0 o Lu m OLu N N o c N =' Book U W J F — E _ 8 ! zlr � w U o W Q N o o 'w M o' Z � J 1.1- ai E zo QO Z o ¢N o E v <_ Z© °� (O �o XU a� UO 0U °< Z- o E N w= o <o w= L 1.Y m� o Oz a J Nm <w zz �n- r� N � < Oop z ao Q w W . < C> o� _ =3 o w �o �� co 18 < c, 20 = > LO -' to m ^L` W � > 0 .o--.'> L O m ^, O O = r v r W N r -� O r = N o c T O Z M Z E a f4 IL U Q p C JOB NO: 21-5701 SCALE : AS NOTED SHEET NO. C S O A O H.B. S3 EGRESS EGRESS ba0 O 5-SH I M AC PAD `� 36 - 36 N 16" DEEP a P NT Y =w 17?UJ v I FIBERGLASS�t �, i SURROUND I A S3 \ ` 0 Lo- ■ I RNG I- { -�- -- --- - FL T C G I-L-E - r ILL I ----�--- TYP @ 1 \ ��� N��8 - - -! --- - 00 `° B l CIO I I STORY 21'-2" C 2'-2"I 10' 4" 10'-4211 2'-4' 5 F32 a' �\ I T p ii - 1 -- -- - L-IS SINKw/fU - I2"O I 00 CAFE N J v r- -, I _ p I BEDROOM 3 ' o I U)W A .; 0 LO '� VAULT. CLG. PATIO CARPET � Q �� D.W. o o------- ___' _____ __ C---- TILE - _ I I BEDROOM 2 8'-0"CLG. CARPET _ 8'-C C G. - TILE o B E D R O M 4 M( W T �! _ I _� --_-___-� - 8-0 CLG. =a W ao �0 6 I 8'-0"CLG. ---------------- o - OPT. I CARPET I o 9 co �nio N ti - CA PET 1 j REF. I 5068 B.F. 4068 B.F. 6'-10" 4'-7" 4'-0" 11'-78"I 8'-8" 5'-4" 14'-6" 1 5'-4 7'-6" F `\1 - '-IW - - - - - - - - - - - - - - -N 2668 M r 2668 M uilW I "' ---_____ R&S N - I I HDR AT T-4' 23'-8" 3'-10" T-8" 10'-10811 I I 711 51011 1611 L � � AO I ENTRY v o - :n - 1 1 2:12 VAULTED CLG. j -I CL; 3068 1 8 -0' CLG. i �9'-4' O LID 'FAMILY R M ' -1- -I---A: N I 1 9'-4" CLG. I CARPET I I I I ILL a r o R.A.G. ��� - - _- 8 -- (3) 2x4 #2 SPF w/ " i 1 I K DTT2Z @ BASE CC S3 G.T. 1 eo I � S3 S3 r EO 01 M�� I I I NOTE: FINISHED I I N AHU _ 8'-�" CIG. !n---� I WALLS TO BE I I I I 1 TILE r A- A I n X u�ll FLUSH. VERIFY IN I I S3 5'-115, a 4'-0" 1 - t 0 _. 116¢ I FIELD. 10 I I I 1 1- OPT. D OPT. I I I TYP @ 1 STORY T BEG ()xw SURROU S R&S O 1IIII O 1 IIII 00 C14S DTT2Z BASE _-_-_- L__r_� HANSON N60"x36" I MSHOWER ' BOX 36 Z nto wcq A.F.F. K 1 j DRYER VENT S3 1 1 o I I � 8�j' 2 1 3'10" 1 THRU ROOF I I EDGE OF SLAB 2" I 1 1 MU)1T-8" j 2668 71 811 BEYOND WALL 20 0811 j cXo 1 $ 1 1 11 -, �31 011 OMc7 I - --- -- W I °° N _„ ��� I I 2 CAR GARAGE I I I 1 I I I '� OWNERS SUITE - 1 W. I.C. N� LL 11 80 CLG.'- ( 1 I I 1 I 5i 8'-0" CLG. FIB 3'-0" CLG. �- 8'-0" CLG. 21 611 BUILDER TO I I I I I I I I m I CARPET CARPET I PROVIDE I I I I TYP @ I 0 APPLIANCE I I I I I I K GARAGE S4 � 111NE 0 -_ __ ---- ---- I PROTECTION N WHEN REQUIRED L - - - - - - - - - - - OPENING 0 5-SH I : 6" DP.r AI(W.H. PER FBC T R&S _ V-4" I. T-10" PM 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/ 112" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 4 S.H. 13 20X38J 184X37J S.H. 14 20X50� 18�X50 S.H. 15 20 X 63 18 J X 621 S.H. 16 20X72 18�X717 S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 11-13 271/4X38J 26x374 S.H. 11-14 271X50J 26x50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 4 X 63 36 4 X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 J X 25 S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 4 X 62 i S.H. 36 54X72 52JX71J 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 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/Ceiing 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 SHEET OH SEE SN SHEET "k,�SEESN 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WALL LEGEND IIIIIIIIIIIIIIIIi - �� 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 "131" (TRB) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN EXT FRAME 2 x 6 R-1KRAFT FACED ELEV-Bl CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: %4"=1 r-O" (GARAGE / LIVING) t N q2.S 40 01 rEt�c�ll:tt� A To the best of the Engineer's knowledge, infonnation 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 H Q r- 00 o E co O M c0 r it N N O N J LL V 0 O w C J CO 9 In °o � sk `` j M V a.4Y .4Q J LL LL d LU Z L V_ c) l 19WZ (0 _J cp�jc6o' �d m� coM Z X V) O v=0ULLO W ❑ ❑ ❑ Z N o z CID z o N N - z c� 1 ' o LL T Cn LU C U O�/� v ! w o N F-- t'Q Iy LLJ 8 xi , � y 0 i44 N I� r_ o co W co M J m p ¢ Z Z Q L.L E oi � 0 E w o �� aF > - <o z0 U OU I X U ar 0 OU O¢ o N I� <= o ao wz ¢ w L M _ y "m m� O Zz z Ui -� <� aW �Z � Zo U W Q �� w ao a ww w � } C> � 2 aF 003: 0 0 L6 ..J Om O L jN \` < Y L O o Q CD o N r -� O LO o E � o z E O U `0 a E o U J a iv Q p m J JOB NO: 21-5701 SCALE : AS NOTED SHEET NO. 1 W m KITCHEN ISLAND VARIES, 2" LESS THAN CABINETS BELOW J _ RANGE_11 Lill _.. KITCHEN 0 M 0 N O M I I L Li 0 M 0 N O OPT. REF. KITCHEN _ HL I i ---—' --F--I--1---------' — r I�_i � I I OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS VARIES / ROD � z 24" TOWEL BAR w ON WALL ABOVE TOWEL BAR IN oc TOILET TUB OR SHWR. w Q / TOWEL BAR--� a > _ _ ON BATHROOM WALL MEDICINE o _ SHWR. 00 I VALVES w o CABINET TOILET 00 = ' PAPER Cfl SOAP J ^ 50 o DISH v �I HOLDER 1 d- � � p F— p U- � Z O d 1 1 M O > N > O LTU M M M coN B . FIN. FLR. BATHROOMS, SHOWERS AND TUBS SINGLE ROD CLOSETS / LAUNDRY 16" FOR LINEN V 12" FOR PANTRY MIRROR �N n 0 i 00 O OWNER'S BATH =� 0 M i O 00 INTERIOR ELEVATIONS 42" H UPPER CABINETS —� 36" H UPPER CABINETS — 30" H UPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET if x 36 H BASE O FINISHED CABINETS - o COUNTER TOP 11 30 H BASE C) 00 Lj- L0 OC° 2x L? 00 FRAMING r F- M CO Xz 1 /2" GYP �? BOARD — T FIN. FLR. SHELVING CABINETS - 1'-211 rIN O O O 1 T CV CV CV FIN. FLR:- ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_ �iaAk�Rk SB�Id9R�R�i��grI.�r.O i _ N p�l. Al �ri pOPi`� 0c.w w��l To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - 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. H W Q LO E oo O N Xk 0) LL Q N '� 00 N *k W ��'aLLwn' a a Y qt co t LE � uLL aLy� z zZ -�N 1�W0Q O Wo Q Z a ZVILW O U —po j �O ❑ ❑ ❑ Z N (h O 00 W NN O Q Q � J cx- E3 U) V / V O u (10 Cn 61.1 c N Ln (Z w o cn ((3 Rig= r— L Q C � d Q OD Y N O� r• Q O M W M J 4 � LL- cd 0 ' Zo QN Q E ° w� _© oa U O z c" f (Z O —E N m S X �a p Qo 0 U �z a Z L ¢gyp r� n= Uj C Zz pY `gym m0 z N Qw z oa Z ao W Q� W<o O ° O � tv Z� AQ a r U� o- O = LO J 0 L � N O .-. Q O U m I— o ... o d. N N T - T -a o T O E w N = O T .. O z m z = E Q N N N d E U 0 Q p c J JOB NO : 21-5701 SCALE : AS NOTED SHEET NO. 2 12 5� 14'-0" RIDGE VENT n-pop W_ 8"x8" SMOOTH TEXTURES CORBELS -- 12 1" x 9" SMOOTH TEXTURED - FREEZE BAND HEEL .� _�------'- --------------------- FRONT ELEVATION - B1_ c? ih M 12 _ OTH 7'-0" RIDGE VENT TEXTURED FREEZE BAND 12 _ �_ — -- —--—�_�_ — 5 811x8" SMOOTH 5�TEXTURES CORBELS 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. - — — — — — — — 1'-Olt — — — — — HDR HGT. -- ------ -- — — — — — — — — — — — — — — — — — — — — — — — — — — — ----------------------------- —— — — — — — — — — — — — — 1 -AII — — — — — — — — — — 1-0 3-4- o TEXTURED CEMENTICIOUS TEXTURED oIo cO FINISH ON C.M.U. CEMENTICIOUS CD (TYP.) FINISH ON C.M.U. (TYP.) --- F.FL. +3" SMOOTH TEXTURED BAND LEFT ELEVATION - B1 SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. OWN Pos S ro • �O. �•�: .'v 1A���'f`�tllt To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. h W H a o co c o co 8 m r xt V 0 N� J O C (p J LL °° (Mu :M it- W N ��00 cn1-�- J W a N o u- a Q ej M V Y co C, u_ LL a LU Z C: z o O: L' M O O ~ W 4:5 'Z6 N co tY O J -f' IL L a � ce)i Z X N O ML 0 Z < =) p U 0 vvi W ❑ ❑ ❑ M N M 0 0 z o � J � N V) M a Vl � 'Q'C• 4­1 U �n LU o UCO U LU J i U o N c rn s N0 sm r, o co M m z o 5 w z a U_ qL 0 u5o o� z > ao Zo (U F— �Q. O C O XCUJ Wit- V O OU 04 Z C o az no Cy _ z U oLL Z oo Z oa z z g W Q 3 T U aLL � < 0 mw F= a o oLL w< � >° CC) "IT OWr ZQ a OF U� �� J O a� rn m (9 L jN CI L.L Y > L O /1 LL 0 Q ^'� W O �i p N r T IUD � O � co w N Q z co Z E O N 0 `° a- E o U J as m Q p a�i _J JOB NO: 21-5701 SCALE : AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. TEXTURED O CEMENTICIOUS co bo FINISH ON C.M.U. io (TYP.) F.FL. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 5Fl� -10" ` ,_ �_ 6-0" 12 5[:::� —EXTENDED OVERHANG BE CENTER[ ON DOOR T-0" RIDGE VENT 12 5� 12 �5 T.O.M. HDR HGT. F. FL. REAR ELEVATION — B1 14'-0" RIDGE VENT SCALE: 1/4"=1 r-0" 1.1 12 �5 RIGHT ELEVATION — 131 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2"long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is asset in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. I I i i t 11/ \�®00111a � \NN�N 1 'G N � : •� Q (Or0 � cv �� g: -U c5 •' Q r ''/i QR0FESS�O�r\�.� /��'hlry111111111`�1�•'`,� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. IYf F/ LO o Co � NN b N m LL coC J�,C co(n W a N a �r,r- � w N CDU_ a ojmv � Y ccLLa rr � 0 Z r m o W ZCN O Co on Z LL (n N M Z K LO O O U U Z Z N M O 00 Z � N z � � =C cL r E3 Z a Co y CD 0 W C U 0 NLn ,, g o c min W J S d19 l �;� o m o C.0 J w M M z ¢ O 5� z Z Q < _l W Q E 1 zo w Zo zo nd v0 I— CQ E oOU X a �w) ao zo o� QoZoL � . m o O Y Z Q) J ° z en Q ¢ oa Z go a -Z W Z ID >° NJ o t0 V w 5 00o a 1: N 0 i ;L 0 iv rn m 0 L Q0 CN •, > 0 Q Y L 0 ,' n O m Q O \� r 0 = h r N r T -a O T (0 O N ai E y N p r d o Z Z E (D a U _ 45 Q 0 °i JOB NO: 21-5701 SCALE : AS NOTED SHEET NO. 3.2 2" 2„ *NOTE: VARIES 1' 10" 12 CAP CAP 1" N FOAM TO BE USED 1" RADIUS ONLY WHEN 1/2" RADIUS REQUIRED BY ^ 3 1/2" RADIUS COMMUNITY^N 3/4" RADIUS 4 4" N 00 SPECS. IF NOT, N to DETAIL TO BE 1" 2" OPENING VARIES 2" �2"�_ 1" 1„ 'M BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4" VARIES v IN OPENING 1' OPENING VARIES 0 211, VARIES 2 VARIES SIN 1 1/2" RADIUS f 4 All' 2" 4" � � _ � 2 1/2" RADIUS 34 , 4 4 „ in r col-IT nip - � mil o cD VARIES 12 32" 11 32" N r SIN 3" 1" 2° 1„ 1" 1" BASE BASE MIV T 3„ 3" 4 o 1,n8„ 3" • CV �Yv ' 2 *NOTE: VARIES 8" 2" FOAM TO BE USED io 3„ ONLY WHEN REQUIRED BY V-6" COMMUNITY _ 1" SPECS. IF NOT, 1" OPENING VARIES 2" �_ �N 1" 1'-4" DETAIL TO BE 2" 2" T4 BUILT W/ STUCCO. EDGE OF 24 OPENING 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 N drawings comply with the 2020 Florida Building Code - 1 _y �c Residential rth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing 10" 6" Engineer's signature and seal. 21„ N N 4 W oo m ao E m � 'c # LL W OaI M p ILL d Y IN -1v V J LL l.L a C 0 M rLLI n � o a' Z � 4f„ 2„ 4„ 3„ 2„ 6„ N w CO -1N_:r — W 0 @ � � a a d 2 W o m N 2 Q Q M Z un cN+� Z N O .i Z N ¢ U J W W O U ❑❑❑ 1-1/2" THICK 31" `� M N O 21" — o 4 z o 2'-4" 1'-10" "v Q c> _ Iv T 52" 1'-5" 52� 54 �co Q)00 4-1 C� o 2 ('6 , ,., LID a . LL LIM 4„ 1„ 12" VARIES VARIES (D-* 0 „ o 41 t/') C2:� =D w c Lu 22'I r I 8 x, Z 5 a°i VARIES VARIES Q Iz � m 4„ 8„ 1 " p'�� o _ M Z o 3.. 6" 4" KEYSTONE F11 b tKEE F11 71. > 0 J- LL r--------- CYR T cu E o a OPTIONAL L o 0 w� zQ F(V— r0 X o RS„ 2 d 4q " it 3„ N ra ¢ o I,L^,'I, �— ' 4" GARAGE DR. OPENING 4" L3- 4 WINDOWOPENING 4" 4" .� 2 �� mo T2 IN U Z I z O >Z NOTE: N Qw Zz m 2 • INSTALL OVER STONE, TYP. o Q a o VARIES • FIN. TO HAVE TRADITIONAL Z LOOK &SMOOTH FINISH W v • • • e FOAM/EPS MATERIAL IS ACCEPTED o }o o NOTE: 3 • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14, 1 64„ 412 J • FOAM/ EPS MATERIAL IS ACCEPTED ---.4. 5q' 1'-12„ 54, Lo O ui f2" 3'-8" ,I7—� N 4" T-0" 4" I I fc 1 " 10„ 1,_4„ 10„ b iv L co - d' N b� Q! 0 �1 rr 0 Q L Oil - Y Q U � O N �m o �/ O 2 _ CV T N TT 2 O .J.CD O= r 2:1N 'l �o� N o Z E 0 �'cc E QQ a U Q p 1" Rro" r 11' JOB NO: 21-5701 2 SCALE: AS NOTED N� o SHEET N0. GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANELCENTER 10 #14 copper to lights & outlets 150 10 #12 copper to 20 amp ckts NMP/ 1 AAM 200 AMP 01 #10-2 copper to WH 10 #10-3 copper to Dryer !R -T MAIN or 4/0 SER Alu Y210 200amp 150amp UNDERGROUND Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER Y WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF NEC 17. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. 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 comer 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 SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH 6. 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FE9 PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) T�2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �J]M ELECTRIC METER .,.,, 1. —I BUILDER Mill ELECTRIC PANEL WP GFI DISC. H.B. PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnn ono 0173EY10 SCALE: NTS DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN GID (1) PHONE LINE, (1) DATA PORT ELECTRICAL PLAN - ELEV-B1 SCALE: %4'=1'-0" N 0 CV v 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 0 W I- v E O a 8 r co N N N m # LL ,+ V C N O C aO o) � J , Xk '� W H 0 QJ 0 v) r- r-� cc)i v LL LL W CL LL a Y a L O Z/ 0 CO L 0 J W 0 rrnQ¢Q Z u to c'oo a 0:tn 0 Z O U v M SRI Z N M O <c J r` N � o J a- 0Lug �Un Ln N N ~We � r-- W tJ fer J F— _ c�­ a; U o Z6 o N o I� o w M M i o z ¢ 14O J LL Q E z o o� z z ry ¢o ? OO oa (6 to _ C o XU u o �U O U 2 Z O N N F d o ¢ o o ¢o az W i 00 C/D CY m� a °zLL Z N J �m u, d Q o< z Z do z 3 �w wo ¢o r� >O o O w� za3 a °r 0 C O i > L6 Q m rn to O L jCN /� \` LL Y 0 0 Q 0 m p W O d. T- -O O r = N 75 o ui E Itt o Z to Z � E (D ,; `m c 11. U -j Q 0 -j JOB NO: 21-5701 SCALE : AS NOTED SHEET NO. 4 I o I ro i I I ZONE-1 I 3'-0" ATTIC SPACE o � I 5:12 SLOP 2377 SQ. FT. I r I o uj J o Li 5:12 SLOPE, r I RIDGE 7'-0' RIDGE VENT r z �— W Ill 0 Q _j �� �9� 0 :12SLOPE O � 14'-0' RIDGE VENT z RIDGE r-----------� LU LL 0 I I I I 5:12 SLOPE Ia w r I I I I ti,A I I I I I - ------------------------------------------------------ 0 I I I I ROOF PLAN - ELEV-Bl_ SCALE: %4"=1'-0" ATTIC VENTILATION CALCULATIONS - B1 (TRB) Attic Ventilation ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented 1/150 Rule 1/300 Rule Ridge Off -Ridge space. The ventilating area may be reduced to 1/300 provided that at least 40% (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. but no more than 50°I° of the required ventilation is provided in the upper portion of Req.) (Ft.) the space to be ventilated. Upper ventilators shall be located no more than 3 feet Total (measured vertically) below the ridge or highest point of the space, with the Ventilation balance of the required ventilation provided by cave or cornice vents. ATTIC SQ. FT. SQ. IN. of Provided by Upper **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** SPACE SQ. IN. of SQ. FT. Total SO. of ventilation to Ventilators (Values to be verified with Manufacturer Specifications) of vented IN. of SQ. IN. of SQ. IN. of •OFF -RIDGE VENTS - 138 SO. IN. OF NET FREE AREA /UNIT ventilation soffit ventilation vented be provided Ventilation Ventilation See Elev ( ) SOFFIT VENTS - 7 SO. IN. OF NET FREE AREA / SO. FT. required needed required soffit by upper •STUCCO SOFFIT VENTS - 126 SO. IN. OF NET FREE AREA / SO. FT. needed ventilators 'If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 S0. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) Main 21 2 Floor 2377 2282 326 1141 81 570 591.0 315.0 276.0 (Zone 1) '*NOTE*' GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL.OT RM c 0 •5 J LZ i aw E1ft4l� 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 po 3'-0" H.B.+ I 1'-98" T-2& A TYP @ 1 STORY S3 U.N.O. 2-109'a' , 5'-11 5'-4" L 0,;, co 7 \ 16'-0" 2-9a 1 6'-10".' ..... 11I11 0 0. ■ r-- — — JIL I 0 0o I \ \ \ I _ \ \ rF - _ _ SINK / DISP _ - r(=-�r-�� :: 1 .. :: o III c, I A N _ o "' L I \� \ 11 D.W. 1111 0 II �> III I I : ; � I 1 S3 ;r, S3 — \ I I L---JL=__=J IIIL_ JL J11 1 CHASE TOISLPND . __ • • ----- ; : r � I I li� I II I TYP@ 1 STORY U.N.O. r - STEPS AS REQUIRED \ \ CJ - - PROVIDE 1 Y2' RECESS \ \ I FOR SGD. REFER TO \ \ - - --------J CJI OPT. �:: III REF. I:: -7-CJ ::: '.: '. ', '. '. '. '. '. '. '. '. '. '. '. '. '.: CJ' . .'.'. CJyI .'.'.' : ::.' ■ 10'-104' I PER FIELD MASON'S SLOPE FOR \ � KITCHEN ISLAND III I' ; CONDITIONS I WIDTH \I� \ LOW WALLS ul :J':.'. :: o 4'-0" I \ \ 16'-10" 12'-10" r INDICATES FILLED CELL w/ 3000 PSI \ \ CONC. GROUT FROM FT. TO BEAM \ \ \ — W/ (1) #5 REBAR VERT ABOVE SLAB \::::::::::::::::::...::::::::::::: 1 ::::::::::: __ .....: :::::::. :. ......... .......:. .... ....... ■ TYP @ ALL PLACES SHOWN \ \ \ 0'-0" TOP OF CONCJ PAVER T BE 4" ■ (2) #5 REBAR HOOKED FTG. DOWELS 5" EMBED \ CHASEFILLED BELOW FIN. FLR. 4'-0" 4'-4" 4'-6" VERTICALS w:rI W/ 25" EXT. ABOVE SLAB "GRADE 40 \�HVAC STEEL" \ 9" ASED ON BOCATION PROVIDE Y2' SLOB CELL \ \ \ x RECESS FOR FRT. POOR ' 1 \ \ \ \ 2'-6"x2'-6"X1'-0" FTG 'n I 4.. S3 o \ \ 25'-10 28.. \ \ 9'-5i28" W/ (3) #5 E.W. 5'-0" ( to CJ \ I CC (2) #5 REBARjinI CO TYP @ 1 STORY 3 S3 U.N.O. S3 VERTICALS w rM I AHU I l � FILLED CELL 2'-6"x2'-6"X1'-0" FTG N ; ; _ _ _ _ , : _ �� _ I : T 3'-5" 7'-1" 2'-6" x 2'-6" x 1'-O" W/ (3) #5'S E.W. + I W/ (3) #5 E.W. G _ _ - r-- -��- - - - { ; -3 1/2" (2)#5REBAR S3--� � J 1 II �Q-1 SLOPE 4 "'r" io VERTICALS w! in FILLED CELL I — _ ; ; I OPT. D I I IOPT. VV ■- I ,r- - 1 — _ _,ram 5'-3" 1'-10" 3'-6" I �� 1 I �N r 1 N —-_.-- — — — — — — .-` — — — — — • — CJ I :: CJ I : 2'-73 I — CJ Izo 3-1/2"MIN 3000 PSI CONC. a" T-10" 1'- ': ' EDGE OF SLAB 2" SLAB FOR HERNANDO BEYOND WALL I COUNTY ONLY I I K J c t 3-1/2" MIN 2500 PSI CONC LOW S3 `" SLAB OVER 6 MIL VISQUEEN r" I S3 i VAPOR BARRIER : ; 35'4" • •L 20'-6" BUILDER TO ■ 10'-0" 1 1 : ; I PROVIDE (2) #5 REBAR I APPLIANCE VERTICALS w/ in 4'-0" 12'-1" ' �' PROTECTION FILLED CELL 1.9 WHEN REQUIRED eo i ■. :. r r r r r :, r r r :. : r :. r• r. :r r r. r :. r r r. � ■ ■ ■ ■ A S3 TYP @ 1 STORY 5,_75' 6, 43.. U.N.O. s s 6'-0" no .o 5' H.B.+ 7-1 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 LU Z t.L.t J cn � CONTROL JOINT DETAIL SCALE: 3/4" = V-0" : .�•' :;: #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" FOUNDATION PLAN MONO - ELEV-Bl. - i N N"' "• b 9 k , L , s, etittaffilOW To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a CD vE (oro 0 ��N� 0 (0 N J N O' 01 "1� LL u] a)��� (1)�k � W 0) (0 -� W a Moi0a �Y a v LL LL a L Z 0 0 J 0 Nv_ 19 W L 0 f- 4:5 -FU CN Lr -j 6 UM C/) C d a a a Z N M Z x to0 O U U W ❑ ❑ ❑ M � N m0 o � O � � o J •/) N (D� V O — � O t'B W J E 1° 8 t Ii ilp. C) 3 N00 G � 0 t♦ p ti o Mw M ¢ o � w z Q u ce E E Ov zo o � >o 0� �© oa 4 0 z O N XU " p ¢o 'o a z i ¢o �w (6 C _ z U .0 m� O OLL Z F z d) Nzz m 4z �yy p ¢ dOU W0_? LL fn W �O o coa V wI z¢TO03 O C O i > Ln m ca 12 c� L j N 'L CL U -2 m (. Q � N r T, v O (0T CV O 0 Z E O a 0 U _j _0w Q p = JOB NO: 21-5701 SCALE : AS NOTED SHEET NO. 6 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 27 DEG. [4:12]-[6:12] a=4ft (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 I GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 -- -------------- --- -- ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):,� ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I I ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD l r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I ROOF SHEATHING: Q SHINGLE: %6" EXP. 1 C2Yj@ or 1%2' EXP. 1 (3�s) `� I TILE: 1532' EXP. 1 IQr I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/8" x 0.113") NAILS 0, 0 13r 3r I I 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%32", SHEATHING SHALL BE FASTENED ��'" 1 ,,a ,,a WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE a=4ft ROOF 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. CJ1 CJ3 CJ3 CJ1 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 F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 1 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16E SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 1 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-131 SCALE: %4"=1'-0" Vr a V s ��o LA �• a l To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H CD W Q E too CO °D Lo N N m NJ � �� LL O C J C ,n . � � � N Yk LL W IL H (n Nra LL W CL (h Q fi M LLLL a W Z :� .6— Z a O mc'0 3:O G: L o O� O ~ W �'FZNQ) R' O J W 05 CP ¢ a a z LL aa N MZ tn0 O U U WW Z o00 z N M o g z r; E3 N N z a (1)0 o 4-J fa Fj LuC O tl w c G , U w J E = Y N o y cCnlu Q N OI o � w M M i o � z Z a J a O E go WF zQ Z@ F_ r- - X U OU O Oa z O E CN LQ as o ¢o a z ww W ra O Z '0 Zz z N J N 0 a ° Q W z z fn p¢ dOV LLw WQ� d= �3 o ¢< ° O ct z ¢ a� OU LO J Cn3 m c� L j tV O C m o _17d' i v r W N I� r TT V, T -� O T O E o Z E 10 ac0 _j ¢ o JOB NO: 21-5701 SCALE : AS NOTED SHEET NO. 7 LZ GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 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 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 81`32 18/1T II6 FORM k GROUT SOLID CV Q o LU �U O #5 BAR CONT. 8F12-1 B/1 T V' LINTEL DETAIL SCALE = N.T.S. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J Lu F 16- B/ 1 T H J M 6 00 `f' z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA ° HEIGHT MATERIALS 1. c precast lintels = 3500 psi. 2. fc 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 wl minimum net area compressive strength = 1900 psi. 6. Rebar 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. #S MIN.. RAT TOP (1) (1) REQ'D 1/2" CLEAR ALTERNATE POWERS STEEL LINTEL 4 e a 0 d G ° .M.U. #5 REBAR AT TOP d° d GROUT MIN. (1) REQ'D ° 4 D 1-1/2" CLEAR ° d d a ° J = a L ¢ ° Q C.M.U. d 5 REBAR AT = U) CQ w - ° O BOTTOM OF U)z w w 0 LINTEL CAVITY V r~n \ 0 U -BOTTOM o Ir b O 1- REINFORCING PROVIDED IN LINTEL M ¢ 0 M Z Z LL p w n ¢ _ - (3 3 D D �o L, #5 REBAR AT BOTTC AS INDICATED 7-5/8"ACTUAL JOMINAL WIDTH (VARIES) U)� m a 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 CD 4'-6" LL 4'-6" LL O 5-10" LL LINTEL PLAN - ELEV-B1 SCALE: %4"=1'-0" f• �I R' -.'°.. < A .' - 0.kt 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 � v E 00 CD Q _J CQ J LL N NO 0 0 w 7 Lo 0p ((p it 11 W a H rnr- ro Jw No U-a - MtJi� aL O Z _ 6 W(0 Z IL L . . ¢ a a Z N Cl) Z O U U W �ElU z N M 0 0 z IL Q 7;r- J 2 N 2:uJ a V! � _ o MLU w Um - � O N w oo C firs oilw U c J - - E I = LL Q td N o 14 O co w M -0 o Z J LL_ z � o zQ N Q 0 N � W 2 U X U Zp oit a 00 � U 0� d E O f6 az ¢o aZ ww Q1 L I. Q tt� � mO n3 y U OK Z Z J " �� o� Q W 2. z go W Q � U LLa � F 00 Y ¢ L ao d zl¢ 3 > LO O CO m `o L j N O Q O CL U 0 C m o � o d' � N r O -� O r = N o - E T \ O Z ra Z :3 O E j (n c `° a E o U J a m Q (] w J JOB NO: 21-5701 SCALE : AS NOTED SHEET NO. 8 r i NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1.14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 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 Y2INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-16, ASCE 51TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS 2. 2. 1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2. 2. 5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3,2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 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„ 1 y" Y4„ CONCRETE TYPE MIN, 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4. 2. 2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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 F N CONCRETE MASONRY PLACEMENT ANDCONSTRUCTION HALL BE 0 CO C 0 S 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 EXTERIORAPPLICATIONS 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'J' 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= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C?ncrete overpgr and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE 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" 1Y4' 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 3/8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. • � b • w �� r. ' s # •' LO _ % 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 LO t E CD "_0 O OM B N ik m� N z LL 0 C J ' ui N .44 to r- r- ° U- W a �a'iv LL a Y J,L_ a���c , Z Z �v `6o5 _ �Nc_o Q '1W ILfY Z W�pjO' ¢ a a Z N M Z K SQ O O U U N 0 M G� N o 0 z 10 z Q J (Z N N E3 V) z v (1)(0 0 - 4--d cn L_U OLij Ln C, wa E LIJ MRig . i L U N Oo Y _0oU¢0UO M o Z wr�z❑❑roZz U_C::,�Q E a=oE M XO0 ZZ�MCa 03o <z Z LM - �h=d¢ O0yofO J <z U) Zz 2. LLZ ao �w Qo �_ o J �o o w¢ _1< a� N C:) Z �L J O M 0 L j N Q f1 L.L U 0 pp 0 O nC W N r 0*) • _0 N Lo T- _ o r E w CV c T 0 z° m z � E O N m a E o v _j a o c JOB NO: 21-5701 SCALE : AS NOTED SHEET NO. SN Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap + FILL CELLS STD. 90' HOOK BOND BEAM C/) w V-7 STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM NDATION TOHIGHEST 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 L OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener — 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 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 %" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION topflanguthcue of ts. - Birdsmouth cuts. N.T.S. - Under 2nd floor cnlr rmn w/ Innrlc N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional 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 101-0 at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 00 O 5'-0" STUB -OUT FOR 1'-O" o GAS METER O o cf• U O O~ • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-Y (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'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRIG. 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 higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.*t7 —� Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 6„ A 1 2' ROUND HOLE MAY 67=ROUND DO NOT CUT HOLES BE CUT ANYWHERE INLARGER THAN *2' THE WEB. PROVIDE AT IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" Any 16 Joist 12 V-a' 1" 'I'- 1 2'° 1'-3" f' J° ,4" " 3 7 4 2' 4-9' 9-4' 16 1-0'' 1'-1 " 1 Z 1 2„ 1, 7" , 6' 3 2' 3-10 7" S, 7" 6-4, 7, 2, B'�[i 1'-1" I'-2' 1'-3'" 2'-'" 3' Zg. 6-16- T-2'" a-4, 9-6, 10, g, 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. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate BCI5000so 9-112" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000so BCI6500so__14" 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 2-8d 5-8d 16" 2-8d 6-8d BCI60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190so 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22)' NAILS T 5/81 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR = AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist When joists meet over wall, provide �1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET VMS Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) ;III —III —III —I — _ I I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM n "' °. ° SEE PLAN FOR °. ° .. FOUNDATION INFO ` a ° d' ' r STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap 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 stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements X Joist " r,0.6 depth U I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN �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 1/2 ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION r d a I_I �I I I_ I Wit 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE Q SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION 7-717- /F I Q d d a d _ •' G.dd e SEE FND. PLN. SIZE &REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE ��,�r�tAEillD��d1}�yllf�f/jf� �•�4ti9 O • jyP �A '••....... z,'f�,�,Q�St , 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 iW- Q $ o£ °oo P- O M 8 N LL 0 C1 J Y ,n °0 U) ik , W to Q � r- r­ a ui d M a Y ��ri a = 0 Z r m j'664O m O J Z tLW n6 a ZO N M Z rn O U U vOi W z N o z � � Q $ � N N •J V) Z .1 o u- a--J � U O,, t/1Ln CTUm c %—r- c� ur M g i S -E . U o C�, ° �0 N slm CD M C M n o 2 az a E ca-E O no oz 1 <� ?o ca 2� 0o Z 1--ru O X U as01 z =U °¢ aZ <o ' 2 ma O OT zZ, m ° <w �z coJ 2 d I F p< LL z a O �w W�� o Jz wa � �o O r z�a ° 3 i2 'LO _J O 0 f� L j N QO fr O o m Q T o d- N r O O T 4) N Q r .. o z z a E O N a c0 'D o JOB NO : 21-5701 SCALE : AS NOTED SHEET NO. SN 1 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 1Y-0" (R302.11) 16d TOENAILS T & B 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 & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" `�' 6 x 6 W1.4 x W1.4 T w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH co 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER P ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM — I I=1 I=1 1=1 m 11=1 i=I 11=1 11= 9 I. i I I I—III=1 I I I III —I 11=I I - 1-1 �I 11=1 11=1 I I D3161-CLASS F, IN ' I =1 I =1 I I (—� ° — —1 Ii11 12 ACCORDANCE w/ TABLE I —I 1=1 I I —I I I —I I —I I —III —I 1=1 I I —III —_I (TYP,> VARIES R9o5:2.6.1, FLORIDA BUILDINGII CODE 7TH EDITION (2020) I III II II II II II 11 I II II �I I II II `I I =1,[TI—ITI IT18,r1 i 8„ RESIDENTIAL ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=V-0" _ FI FV VARIFS/Ai 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @GARAGE W/A HABITABLE ROOM 12" .N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"&%16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a_ NOTE: EXTEND WlAXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c - o co 6 MIL VAPOR 11 I BARRIER D: Q I IT D •� —I I 1I— N e COMP. SOIL. I III (COMPACTED TO 959/6 (l I ITIi I MODIFIED PROCTOR I 111 I I I ITI II I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O. L 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O PAVERS .H.D, RECESS :q. z r"T 2 -11 �1T�1111 I I 4 I 00 111 —I I I— •�. 1—I I I- SEE A/s3 OR J/s6 III=„I 11 , 111 IJl 11= FOR REINF. INFO. 3" MIN. CLEARANCE 1 " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1 418" (2 STOW ) GARAGE DOOR SLAB RECESS J 1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. IIII S3 ADDITIONAL INFORMATION. LOAD BEARING OR — EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES a❑ GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8 "OR "OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF s „ „ (U.N.O.) (OR GYP. TYPE X„ @ BLOCKING @ 12 O.C. w/ (2) 12d TOE NAILS 5 BLOCKING @ 12„ O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP, TYPE „ X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P,F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN, ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10} 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2/ 6 x 6 W1.4 x W1.4 A.F.F. z 31/2"MIN. WWF OR FIBERMESH 31l2" MIN. WWF OR FIBERMESH ELEV. 4-3 1/2" — A.F.F. p � � � ° b' —I rr ) ° . _ I ==I 131/2 (min.)4-4 - D LL I 1=1 1=1 11= 31/2' (min. - 4 —I 11=—=-1Tf �—.:n-1-li,—rri-` — 1=1 I f=1Tl= ' 31/2"(min. - 4" III—T ° • _ 7TI=1 I I— 31/2"(min.) - 4" 11j—I I — y =11 I I I =_T- —I � I-1 I =1 f� �I 11=1 I I I I I-1 I -f 11=111 III —I I I T =1 I I-1 I I I I I=1 11=1 11=1TI� l�—III � ;,III II,_III ,;,III- '11= I. IIT_IIIII,III,,II1=' (2) #5 CONT. 4" 1' 4" 8" (2) #5 CONT. U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL � STEPrc C "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C \ �N U ,o M �\p 5 INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 C„ LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL BOLT 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 5/ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W14 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR —� T 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS 93 OR 94 REINFORCING BAR s GRADE \, , o o z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi Z ch C ° o FINISH GRADE °O 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] ° III ° o °� o ° _ oO 6 MIL VAPOR BARRIER —1 I �— I I I u ° ° ' 11=1TI= I =1 I mu TI �_— O0 T #5 REINFORCING BAR R 1 7/8 —� p D—II ° D D _ _ I -III III —III —III III—III—III=III-111—III= z — — — T I I I I o N 1 I E ITI=TI f=111 111 T TI I—TI f-1n Z #5 LAP SPLICE ° pD °-1 I —III —III —III —III —I I I • ° (—III 1 I L g III=III=III—III—III—III _I o COMP. SOIL. (COMPACTED TO _ 95% MODIFIED PROCTOR ASTM I I I=1 1=1 1=1 11=1 1=1 1=1 1=1 1=1 11=1 1=1 1=1 1=1 11=1 11=1 1=1 D1557) Il I �I ij� 11I I I111I I I, ,I 11 r 1I 1 111I 11=` —III=III—I =1 I=III—I 1=III=III=III=1 1=III=III=III=1 1-1' 4" 1'4' —I��—ITI-III-III,,,IIII�IIII���III,,IT,;,111,�;111=IfI-1Tl- FRAME WALL TO C.M.U. WALL CONNECTION rD l TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4 ° 4 GRADE 00 — — a • c rTi-1Ti—I i r—rTi�I I I _REBAR w/ OPT. I = I1 11= I PSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE KL SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS N a - co Cl)C rr a, 111=I I II�I�II� d •. li �11111 I I ?tl � NMI SEE A/S3 OR J/S6 -ILi I I II11 I , 1111i_ FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2,1/2" FROM SLAB 0'-0" J CONT, BEAD SEALAI'l— • ` . ¢ INTERIOR A .. r CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 12D#) CONCRETE SLAB e ib E — N T=III— 111— ?�_ co 6 MIL VAPOR — —71 BARRIER NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE W C a. U A 1�1—ICI—T m D . g I=T—ITI— I I I 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10-4' (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH , € ° p II —I II =I I I —I I I o I I 111=III:— (2) #5 CONT.=111=111=111, , , 1 I,, r,.l ON 3" CHAIRS (TYP,) 8 1-4 8 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" 1,,,13 VARIES 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 `N ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN Cl) a — — TOP OF BEAM (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL r — - - — a, . ° ' 11-111=T rT; 1111 = r n —r TIT . BEAM SIZE & CONNECTION INFO _ N ' �, T= I I d 11T IIII 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 4T fi' 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE it SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. o w W rn COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. q MASONRY WALL AND PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN SQUARE CMU BLOCK BASE, 8" MASONRY WALL CONT. FOOTING STEEL -- EXTEND FILL CELLS " TO FOUNDATION PAD _. MAT REINFORCING. `�' ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT E T 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH M M w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FORLU SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER �COMMUNITYSPECS K 00 z= _ I- w Q �- a w p o CO = " � GRADE a I I1 a °• IIII I w =III I III=I 1=I 1= z 11— • '' • °• — — — - z a I; — — III_ _— Cl) M 14 ° J 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 0-0 FIN. FLR.CA TV { - — —III— — 1— = FOOTINGLU - III —III —III —III —III I1=1—III— I.; �IIITiill BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. 13 �Nnro fir R • E8aSIQ1>'��3 411111 t4l1 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, M W ac, E to ti o O M 8 N m -, ci N N CA u I U C to n co m :M ', W r� r, ° LL W a a N m 7 ° Y Z _ � L�� o _ _S Lu ��pj Z LLW 5 ¢¢ a � O Z N Cl) Z L 0 U U 0 In W ❑ ❑ ❑ z N M 00 Z N z o � � Wv) d w _ z 4-+ •U v, LU o .� O �N w S AL u — _ E v W L = w I (� o Zi5 o Lv M �Q (:3w CID¢ J ¢ Z Z CL E 9 w� �o Zo � N t wz o Qo ww �� no m� r =z z a �m <w M N o¢ Z oz a W � LL ao �zi �� C oz JZ �� =H I� o w< >° a Ova z¢ °O = 121)L J Orn L jN Q Y O C LL 0 Cm Q (� O Q N r -2 o r o 1 E E O o Z Z = E O E y N v ca n U -j Q p -j JOB NO: 21-5701 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 VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ EVENLY " WALL IS 1 1/2MAXIMUM PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ I ❑ FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B 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 VO (10) 10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE ij/ ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL / ' TO DRAIN CLDOOR OPENING DOOR OPENING EXTERIOR � ❑ WALL CLEAN -OUT rA WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THR'U WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. �S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT d a 4 8 STD. WHOOK 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: iO FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. @ SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. @ OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J - < w > 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 NOT SHOWN MOUNTING BASE SHOWN FOR CLARITY SEE DETAIL IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR E DETAIL BA MOUNTING S - SCALE: N.T.S. a �a 4 e a e SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" ---- O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.0.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8 J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE IOOR 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'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) 1 (4) 1 (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR t� GREATER HEADER 1 \—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ_"� SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) LU O/C FIELD z a 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O,C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 11 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF A8„ SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL _j �J EXTERIOR STUDS W/ 4�16d TOENAILS TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+^ F= 2240 LBS Jam+ SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (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 a 2X8 P.T. BOTTOM P ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 ROOF TRUSS ABOVE 2X BLOCKING 0 (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" D.C. -MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED I NA NA NA TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o rE SHEATHING & 8" O/C FIELD o o 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— SIMPSON J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. LPER BOTTOM 2X8 P.T. BOTTOM PLATE Da 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 SCALE: N.T.S. ���,1111iIIIi111h..11N. ,N\N+a •"�NS •(•�•• ' t C) C� `), -a U O F t ®. r�!!!tlll4tit"'�� 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 � v E oo O 8 N � N J Q C C J jLO10 o) w N ��2A LLw a Qj c+Ni v °- Y aN JLLu a L 0 Z r m 0 o w 7 N N c_O 2 O J CO W ��OjO' ¢ ¢ Z LLW LLa co m Z O Z 0 U cn V � V M � � N O o c N � o � J — U) N M z 0 o O w o Ly N n IN v , oil— rn v a _ E 8 m1 I = L Q v a u) a) r o o �0 N I� O W Mw M 2 o S Z � � CL E � E zo w � ?o 0 co < o 6 xo �o °a Za o E @ Wz WZ CV � L O ¢o w mo C yz U w � LL z U) c J <� 4 W � n cn v aF o< Z Z a0 <5 �w W o� �3 CD 1 a °3 0 CD �L J 0 rn m L � N 0 C o m p � O d' N N T ch r = N a � E E c T z z E Q �,; `� a E U � Q p JOB NO : 21-5701 SCALE : AS NOTED SHEET NO. S4 J 00 rn `v 0 co 0 0 0 J 0 Lo l m rn a) N O O 0 J LO rn I CO CD i ram+ 0 tV N v M. E F2 E 41. 0 C d ti r SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (, 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS -� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45'± 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM ` SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ •� AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. •• BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM SHEATHING ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS wl 1 w/ NAILS @ 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD GE EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX 9" BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, MAX, 9" IF >9'" SEE 10/S5 UNSUPPORTED, SEE STRUCTURAL NOTES AND f� DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 �-DOUBLE TOP PLATE 2"x4"CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) 1 Od & (2) 1 Od EACH JOINT w/ (3) ; AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END 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 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF ; NAILS NAII ATTACHED w/ 1Od NAILS W/ 1Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" • AND 12" O.C. FIELD END TYP. TOP & 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 THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C @ 1/2" x 8" "J" BOLT @ 48" O.C. @ 48" O.C. I[ INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SIDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS BLOC' @ 4" FA 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 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)1Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" + C �I I 0 A GABLE WEB SECTION J C ' V WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 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 f X-BRACING, AND TOP f M M SEE STRUCTURAL CHORD BLOCKING CN NOTES AND NAILING INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ (2) 16d NAILS WOOD TRUSSES � 0 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING 1 • ]12" RIDGE FASTENED AT Zvi AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2 2" x 4" LAMINATIONS W/ 1) ROW 3 2 x 6" LAMINATIONS W/ 2 ROWS OF (3) 2" x 4" LAMINATIONS W/ (1) ROW " O O 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5'1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3 PLY 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILSIMS SP2 w/ STUD 10d SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD ) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION r4'�� SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" 8d @ 6"0/C UNSUPPORTED, IF >9" SEE 10/S5 t-WOOD 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 HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SIDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION ( - ) 2x4 "T" ON TOP OF PANEL L EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH @ 4 O/C 2x4 BLOCKING W/ (2)12d TOENAILS E NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF1Odx3 a D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION 9 SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0° S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 12 6.9 MAX. 12" SEE RSH SCHEDULE FOR ATTACHMENT PRE-ENGINEERE WOOD TRUSSES 2X4 #2 SYP BLK'G @ 16" O.C. (2)1 Od x 0.131" TOENAILS EA. SIDE , CONT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 I a if ° II F e II °a ° c _ ° aF \ ° 11 II 11 4 JI� _ AIL II lla �CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 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 LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 1" 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 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SIDS ^^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-0 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. c� o 0 CORNERJACK C'3 Y � Q W Z O U HIP FRAMING REFERENCE PLAN Z w \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: LTOP 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 ZBOTTOM CHORD GABLE END BRACING 2)'T' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-O" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T"BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS@ 4" O.C. TYPICALTT GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS SOTTO CHORD BRACING 2X4 MIN. 6 i 'qq M �IIII�II���01 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY 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 N�e'�°�''01r�%gy' a w •�.!•�,R ••,� 1 L M•p Ili1liii 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. tIJ C) W E ro F O M . r a O N N 0 J 0 M cn r- r. -0LL ui a 10 a Y a W J t,_ " .. � z@ c� Zo 0 3:v _ z; K O m rn Q W U a Z U M Z W' SQ 0 Z O 0 U 0 W M (D o 0 1 In � N O M N Z n N M � v o L G!� LU 0 W o Ln �y N Ln J LUdomonvAgmm wig= i z L o oo N M 0 r- o W C13 M ii 0 z o � ? 1N Qo z p oa 2 O U O _ F' C X U �40z .0 z_ O az 0 aZ L <= Y UZ mo z N aw �z N 0 z dz ao o z �3 o w >° a O Ct Z6 0U� c O0 �U-) J 0 m m L � N •' > 0 Y 0 n Q m C O co O a) r C) >.J O T T_ = (0 75 o m CD qtt o Z Z _ 0 E (D d U J Q Q 0) JOB NO: 21-5701 SCALE : AS NOTED SHEET NO. S5 DOOR JAMB (REFER DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCTTO 1x4 1/2" DRYWALL PRODUCT TO PRODUCTAPPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. &lIX44111/2"RYWALL x4 1X 4 LONG X 3/16"0FURRING 1x4 P.T.3/16"0 X 3" LONG TAPCONS FURRING 2 ROWS 3/16" x 3-1/2"3-1/4" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/MIN . 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS n 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16' x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 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. SS PROPER INSTALLATION MAX. $ #5 REB) (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK (1 'L' NOTCH WEB AT ±5-L FIRST 2 COURSI 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 # FOR 2 STRAPS EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS 1/2" DRYWALL * SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/. 7BK INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BEAMOR CAST IN PLACE BEAM BUILT UP PLWD. BUCK ARCH PANEL CUT HN O.S.B. FORBOND POLY IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS BACKSIDE TO FIT ARCH (4)NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL CONNECT W/ 8d NAILS BRACE/BLKG. F__\11', N.T.S. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4'Y2" WOOD START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ ARCH DETAIL MIN. 4" EMBEDMENT AT 16" O.C. SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL �1/4" MAX 2'-0" 8"BLOCK HEADER �F SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON i BLKG & BUCK 2X6 TO 2X4 1 X 4 FURRING 8d NAILS(10) 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d PROVIDE 2 x 8 DIAG. BRACE BT NAILS AT EA. END PROVIDE (2) MIN. DE 2x CONT. I W/ (3) VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. TO BE INSTALLED00, 4'-0" MAX SEE PLAN BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4'%" WOOD 8d NAILS 2 x 4 SOLID BLKG: (FULL WIDTH OF WALLS) START OF ARC SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. ANCHOR INTO ARCH BLKG. HIP. PER INSTALLATION DETAILS B-B ARCH DETAIL K DESIGNED ONLY FOR THE SECTION @ENTRY L SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE. 3/4 - 1-0 SS 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 NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6-0" P p p ' � p G — �- I —II g . I T I I,T =1 p plII—III—III I —I I f 1TI I—III�II GRADE 0. p p 1 1 ill r - °. 04 ° co p z_ C •D' ° p (2) #5 REBAR. MIN. 3" 16" MIN. of COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-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 R ` ' AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED `STD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d 411%401 @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ' +2m No F� @ FIRST COURSE SIMPSON HGAM1OKTA @ 12" O.C. ` w/ (4)1/4x1 1/2"SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" THE I ` ` TITEN INTO K.O. BLOCK :S FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN FILL E NOTE 1 BELOW SOLID W/GROEs UT BRG WALL TYPE PER PLAN 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) ALUM DRIP EDGE 2x SUB FASCIA '— CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3/16"x3" TITEN2 @ 16" O.C. - WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE SF01 STRUCTURAL SOFFIT SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS >1'-4" REV. 03.26.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 "REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?xo + � GFNOTN + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-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 / CENTER SOFFIT - PRECAST LINTEL �// SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION aC� ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF ,QNFFT n,) Amn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w! SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT F 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: - , CC z 0 d 0 LU a l.6 M U to ° FOR OVERHANGS BETWEEN OVER 1 1/2" ° CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ° a OVERHANG-'...�.� e.: ° RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 r-0rr 51-011 INISH FLOC n p AD #5 BAR xx CENTERED W/ g ' 6 o , 9 IN TOP o _ KNOCKOUT/ N °� CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS - CLEAN FILL .> ° • ° o DIRT �' z STANDARD q 0 99 HOOK N #5 BAR IN _ FILLED CELL , Li - - STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. SECTIONN DDETAETA AND STEMWALL ILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6 EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I_EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. iiil8'Ilii/! 16�►�����f ��'�� cV 0 W m'•�� F Lo I/% R?O F E S SI O \\q a� , .fWoPBii`� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to F` o E ro Q p M �o ;k 1,F- cr0 N m N # V O C J 07 aD N it LL W Ewa J W Lt_ 0_ w 0 �_� 0O Z--°'_ O E' w N CO OU J W �2pjO' Z 00 a IL N Cl) z S O ZpV U _1 in W ❑oo z N M o� z�� 04 z o v J (Z L{) r M 1 ' lL T do C6 � � o to s W c - E 3 I* L Cl)�0 Of Q N 0 (� o W M co z o z Z 4 U_ E z 14 Q O E v o z© �a CIO (13 X ¢ U O U o¢ z O ru O B L a o w o ¢ dz w ,� .Eio o '.y .m m 0 Oz z <� ¢w zz �� o< z go a �w W oz �3 w w< wo IE A C:) CID V oa a 03 �O 0 = > L J Om m 0 L � N C:)Q .-. C:)Y Q C: m o CVO r = N oT E E T � Q Nt .. O z z N E O N d E N o U J Q 0 J JOB NO : 21-5701 SCALE : AS NOTED SHEET NO. SS _ 0 v 0 0 41 LZ cV O -a- 0 0 0 a 0 0 0 0 co CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS VV/ L-ruu `'w LP'%VI 1 r r\V VV YV LLJ 1 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 DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD 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 JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2,5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM • 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SCALE: NTS SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS )IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE 2OOF PLAN FOR MOI NFO SEE FLOOR PLAN FOR (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 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 MASONRY WALL 4 SCALE: NTS SEE PLAN FOR CANT. COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR 0, 0 SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION ° PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"=V-0" BM. SPLICE OVER q /_ CENTER OF POST MIDDLE 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 aC� ENTRY FRONT WALL SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d 7�_PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 1F 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: NTS C� VARIES - 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR j w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON NAILING SCHEDULE OUTLOOKER SP2 w/ (12) 10d NAILS AT TOP 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO, 4" O.C. INFO. u 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP —� SEE TRUSS PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END (BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD GABL LOW ROOF/WALL SCHEDULE PLATE MORE INFO. TRUSS STUD) SHEATHING ATTACHED VARIES SEE PLAN PER NAILING SCHEDULE j 2x BASE PLATE W/ (2) 12d VARIES W/ FOR WALL LOCATION 2X4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ (22) 10d NAILS OR (2) 16d NAILS TO SIMPSON MTS12 w1(14) 10d x WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ NAILS TO BLOCKING 6" O C MIN. 2X4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING OR TRUSS. 2X4 CONT. W/ (2) TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C.xx STUD TYP. T&B PER NAILING SCHEDULE & j • MASONRY WALL BELOW: SIMPSON (3) 12d TOENAILS TO a HETA16 w/ (9) 10d x 1 1/2" NAILS @ PLYWOOD TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL a 4'-0" O.C. TO GABLE TRUSS FLOORING ROOF SYSTEM TOP OF WALL7f OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN c 24 10d 1 1/2" NAILS 4'-0" O.C. MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER ( ) x @ • °� W/ 1/2"X8 EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. SECTION @ FLOOR CONNECSPEC'STIONS FOR CONNECTION MANUF. CONNECTIONS FOR 16d NAILS AT EACH END TO G.T. EXTERIOR. WALL SECTION ENTRYKT�CONNECTIONK*22SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS .� % 6 Q OC —: W v • 4 2 �P�� FL O F S I O14 \\ i,ll E S 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 g E '0 Co �8 N�# N J 0 ULLW ��,coa) H � LL W a M a Y aof c U w ti " a ww o _j 0 — o� z Z OIL = W co � O � of W W Cp d a 2 N co Z Q a- Q CL Z D U U_j W W 007 z N M o g z � Q o ¢ � N z (D 0 C1 Q) (D 4-1 O ,,,C) Ul) �_ w �N U r— = �oN N m o W Mw M J o z � CD_E E Ou = o w� z< Qo Z0 oa CU O U O O F- u O ¢ a O U 0z Z o Q0 � �; L U) Y z D Z T z CnCn J m a ti Cn N o¢ Z� 50 W Q LLa a u w F O SE - _� CD� w� > ° co 10 za °a� �O 'LO J O 6 rn 2 ns c� L � N •> ; O Q Y O f1 LL Q 0(\� m O 1 p d' d 04 r d7 -o 0 Lo = O O T E CN r E � O .. o z cc z i; E O E d U J Q J JOB NO : 21-5701 SCALE : AS NOTED SHEET NO. D1 3 v J m rn coo a`> c _ CIA 0 J 0 LO I rn co0 c v v N O 0 J 0 LO I i 0 c N V i 3 Q 0 i v a W E 0 _ 0 c c J a> LZ r 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 q, 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME A WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. 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 INSTRUXTIC 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL - LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW 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 ## 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 NAILING FLANGE SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN WEATHER ✓E BARRIER & IARILY SECURE w/ WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING M 1'-4" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4'"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF Q SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD E0 -LF-ADHERED FLASHING ETCH IHERED FLASHING 1 2 4 5 PLASTER STOP CONTINUOUS BACKER - ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. - SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of BUILDING PAPER 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 other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 20 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 m CEMT. 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. NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED 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 (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 RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one the 2 or more of 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 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 7 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. INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. �Ground7 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 putters. a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS I NATU DO N( DRIP' ACCE SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS RAL FRAMING IAL SHEATHING 3AF PLANE WRB AK WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 CV 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. 0 W Q ti E 01 O co b co - N W N lc:,:,_J LJi 0 (0 V n ao w I- a w a H N cn rL rNi v - u- a �[ W IQ 11 N LL �- d J W O V Z m Z O 0 O: r- ° o _ F- 0 'F, N O 0, OJ J Z LL a N M z af rn O Z O o 0 co W z N M o Z � N 2 ^� Q J rs �, r` N z c C1 �-1 0 4-1 O w o wig U a Lu - J E V p N O i44 N ll� o C JZ w M y � O Z L.L Q E Zo -° ZN <L E O8 wj z© oa CO � g0 U O Z O E N �¢ az 0 O� az �w �o ro � C �Y U mo oLL Z Z _ m Q W '1'� o< ZZ a0 �Z W�3 GAD w0 �o az =3 o co w< >° a Z% °3 O > LO J 0 CD m m >cc N m ^C W 03 N1'- T T O E w N 2 r 0 z E O t/) cco n E C� J :i Q 0 c J JOB NO: 21-5701 SCALE : AS NOTED SHEET NO. W P February 12, 2021 7& - ----- - - ----- -- ------ - -------- > 0 PRODUCT APPROVAL SPECIFICATION SHEET"(2021)nabzl Florida Department of Business & Professional Regulation Building Codes and Standards puluel ofJ a) 2 -oil o 2 -C 9 9=19ex Product Approval Application Detail ------ - - -------- . ...... CD MoUndrig Brackeft 00G", ek As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the infbrmation and approval numbers on the building components listed below if•T­ Code V."Wn Ma,fst,- Entity or contact Fnoln.ar3L,censa Validated 13v Date Da"' V.1111,11sol Submitted! Data Penamai FBC Apondarral Data A,,,,d status Lyndon F. SohnNdt, P,E. Ryn P. E 07,29/2020 they will be utilized on the construction project for which you are applying for a therm-Tru Corporation Category! EAeriorDows st-o .1.61(ingi (800) 843-7628 PE-43409 C813)7 7-65M 07�=020 0711212020 r10113J2020 Approved Ai Subcategory: &,vinging Exterior Boor Assemblies 2 back Cross suppon C. plia- Misthd: E�b.tw Report from . Florlda Registered Architect or a Licensed Florida 0 gyp Professional Engineer 0 U_ Category/Subcategory ManuTcturer Product Description Ap prova.1 Number(sl Test Pressures Exp. Date CIO -6-0 %4ca 0 - Quality Assurance Arwrroyodf.rtlap AzartIlred 1. use Inardesel Doubts CIO C) > 1. EXTERIOR DOORS 6-0 =1. MU,I,,,,r Nam Fier-Cessi, Product pirsbription ontract Expiration pg. 1MV2021 1.) HVHZ QWsIdo HA Yes Resistant ler"Isurf yes N/A U) E 0 I ardl Smooth -Star Norninal 6WS:8 &.quot.thapactsIquot. Opaque Yes VJ SOW 2 b. Th.-Tru Hlb-Cfassi-nd Strooth-Shar Composite Edge Fiberglass slmolo.Do., Nominal 6343U &qot lrhp,�taqudb OP.L quo 12M,1=1 yes Yes Yes N/A C/) •Cn CO A. SWINGING ThermaTru Fiber -Classic and Sm ooth-Star (NON-IMPA CT) FL20�461.1 +67.0/-67.0 psf 1213112021 WZI0kL A3'25 Gaiv, CoMpostoEdge sidelite(a I wing�Ousa�ojng: XO, OXor OXO C/) ThermaTru Fiber -Classic and Smooth' tar (IMPACTany ) FL20468 +67.0/-67.0 psf 12/31/2021 3 Th,rma-7ru FiberCl-id and S..tl,-St.r Nominal 6"89;8S'.Wt Impecta"Ifuck. Opaque 1n112021 yes Yes Yes WA ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.,0/-80.0 psf 12131/2021 Composto Edge Fiberglass Double Doorwith or xit.: hsteidaIlles linswingid.t..IngXX w OKKO-11,4un'ti.n.) 4 d- 7harml Filb-Cl.sel-oarnow"Sal' Hornih.1 at W0�.q.ot1mPa'tkuo!;'OP.quo IM112021 Composite, Edge Riblergl- Slagle Door Yes Yes Yes NIA B. SLIDING gill Windows and Doors Series 420 FL1 5332.1 - FL1 5332.5 +40.0/40.0 psf 12/31/2024 irPw(hs.IncrOut­j.g-..X 5 e 7theirma-Trui Fiber -Classic and Smoolh-Star corligurati..) Nominal 6&#39�0 &qsiqbImPad&quoc"OPqqua 1MIJ2021 Comp.sKeEdgi oFiborgla. slmjla DWVgh OX Yes Yes yes NIA PGT Series 5570 FL251.9 4/1412021 Alr_ U mm 61t t 0 rin Edge ed.jila{%) (In-hg)OUt-lhQ; XO. or OXO configm,sti- j C. SECTIONAL Wayne -Dalton Series 80001810018200 #1105 (8X7) FL8248ite 6 1. Therms-Tru Fibu-Cl-Ic and Smooth-Ster Nominal 0#39:0 4.juarlmicactlsquot: Opaque 12JZ172021 EdQ4Fbar0as1DwlbI.D6­ith r Yes Yes Yes N/A mrth out Sidelites IlrtswnglGtilsmng, XX or OXXO Wayne -Dalton Series 8000/810018200 #1123 (1 6X7) FI-8248. 10 +30.0/-315 12131/2023 &V P -3 in iro In 1), 7 p. 7lorri Fible,Classid and Smooth -Star cliall nations) N."' es xz 4 # Glued 12r�112021 Yes Yes Yes WA wit Front Cirms, Support 8 In. Thorms-Tw C.Inal post" `dqoFiberglass 6not Door th-Inglo.tevig; X-1119-6.ni, a. N d 12f3112021 Single Doorwith Yes Yes yes NA D. METAL LOUVERED IONS Curries Division of AADG, Inc 607,707,727,747,an-d 847 Single & Pairs oars FL1 1537.1 N/A (see inst sit) 12/3112025 fty becut to W) Com ornipo a Edge Riberglas" SWOHI II-Ingiout-Ing: Xb. OX or OXO Left Bracket (16 Ga Ugel a L Th.-a-T,u Ro-CI-1. and Smodi ow,"Whations' Ncrhim,l 6&*3S;84%daat,Innpac4.quw; Glazed 123112021 Comi,calte Edge Ribreo,ss D,uIble Calorwith or yes yes Yes WA 14 Sel�-Dfllf" 15MV4 TtV U 5r4f Jitoo a 2. WINDOWS out Stfinlited; th-ingtOultsvirrig: XX w QXXQ garkoms S4PPDrt1rItPA1( urilitfoinom'We 10 1, rhanna-Tru Fibal-Clesso and Smoath-Star configurational tromm.1 88,439,0 &qubt;Imroct&quobGIaze,dI `=IM21 Yes Yes Yes NiA A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 (typicah 3 vA�Side for hurlikang use� , , Composite Edge Fbalglose spells Door 11 k. Thermar-Tru Fiber -Classic and Sh-Q01II-Slar Nominal 88#39 .0 �aquar:lmpaoi&quot Glued 12(3112021 Yes Y" yes WA PGT Series 550,0 FL239.2 At/ 7/3012025 Compoolms4oFibergasssingleDowWRIn Sidelfim flnewingAO,tswing: XO, OXvr OXO scaligaratIons) B. HORIZONTAL SLIDER MI Windows and Doors Sams 188 FL15351.1 +55.0/-55.0L psf 2/16/2024 sPWA& ad sIbMaNIMU, Ott tluft!4" W"Cli L-.-b filandidald-A& npsb�- 12 1. Therms-rn. Filb-CI-th, and S-th-Stair NornInal 86#39:0 *.quat,lrnpactlsqI Glued 12/31)2021 a Fru.1g.. Double D-01h r Cwolut Ed Yes Y. Yes N/A upon Mlilossi -9. -.1hout Sid,lites draWmjlo.h-fnq' XX or OXXO '13 im.'rhorma-TrU Fib-Ciassic and Smoath-SaT configurations) Nominal 6&#398 "Zot Opaque 12131f2021 yes Yes Yes N/A C . FIXED Mi Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 Can-'poeit. Edge FlIbe,git- Single 12-ith PGT Series 5520 FL243.5 N/A 4130/2025 &quat;N wl-Impad; (irlswitglours*mg: taqu&Sidalltas(ajl XO' OX or OXO 'onligNtations) -Yes 44 r. Th.ml Filber-Ce-lo and Shnowth-St., Nominal G&#39:8&q..t;Iano..t&qI Op.q.. 12317,2021 Yes Yes NIA Florida Departmard OF Business Professional Regulation Ng. I of 1 Cvml-slle Edge Fiberglass Double Do -with &quctZn-Impad,4,quot: Sidelges (InswinglOutswing: D. MULLION MI Windows and Doors Series 5764 FL1 5353.2 N/A 12131/2024 Building Codes and Standards 15 Thanno-To. Fib-Cl.stil. rd O= corartgruraldanj rhcr-snal 6&#39 ga"I""ob Opaque.t2J3112021 �" &"""M�' Yes Yes Yes NA PGT S eries 5500 FL261.1 N/A 5/26/2026 owV'I is go Fiberglass go LU Product APPFOV21 Application Detail 16 idS1`I.11s1' froortme 8&#390 &q..t;I"..Ikuob Opaque 12/31J2021 donobars I. Ed , 9m,rglas. Double Dow .!in Yes Yes Yes NIA E. OTHE R --- -------- g 4,W&N-Impast�,ot: Sidelites OnswinglOutswing: Code Entity or 22& oahi P*.dlh, 2E-e GXXo oonfquastlqr} lypa Version-.A.-f.d..' contact arialm- & ILI- Vallidatod By Valldstal Submitted FAC Approval Aeprovad stfiga 17 q. Tharro.-Tru Fiber -Classic end Smooth -Star Norm-i 6&#39;8 Wql-,Non-impact&quw; Opaque 1231=21 Yes Y.s No WA Affirmation 2020 Smart Vent Produets, Inc. Michael Graham Hermes F. Norelo P.E. L.clor Bowdon P. E. 12(1&2020 1211 M020 f8117.1 441-8368 P2-73778 (3341300-18DO =at.2020 App-d! 18 r. Theme-Tru Frb­Cia�ic and Smooth -Star Composite Edge Fiberglass Single Door (In Noorth.1 6&#398 &qdt;N--Impeot&qI Opaque iMIJ2021 yes Yes No NI 3. PANEL WALL Products Introduced a. R-It of CwrIi a Edge Flibagi-s Slagle 0-fth N­ TaIna.1.0 Cwhpll "had; E-st-fi., Rerowt from Florida Registered Archlaid era Lidwaad Florida James Hardie Building Prod. ...... -- ----- ------------- - . ... ...... . Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 12/31/2023 19 (lns-wIng0OutswIra;=, OXor OXO configurational Nominal Opaque 12J31/2021 Y.s yes No rlt� A. SIDING Pressu.n.1 Engineer Th.l.,-Tr. Fib-dIssab and 5-Ilh-St.r Composite Edge Filbargkaa Double Dom with or without Sidelkes QnsarglCuftwlng: XXw OXXO B SOFFITS Alside Solid and Vented Soffit FL1 5272.1 F Ll 5272.2 +75.01-75.0 psf 12/31/2021 QuialarApUlarree Apwcd for Use Apiarmled for use Irri D.alan . corigund ons) 1=9.0 &q.zt;Nbr-Imp..tj&quot;Op.qga 20 t Thwme-TrQ Fifloar-Clatsic and 5mooth-Sibir N-In.) 8 1213IJ2021 Yes Yes No NIA, C. OTHER S-0 Phodue. Model. Numb. N.- Product Dinscroti.. C-trazek F-whaton Data In 14"z Outside HIM Press- C-Psit..Edga Fiblirgleall Single 0.01 (Ih-in91Ol..I.g;X1.IqunI 1 Smart antMoble1*154G-510 Duel Function Flood and Ventilation Vent 12111=1 Y Yes NiA 1100 100 21 Iuchnin.1 8&#39O &q..t;N­Imp.ot&qud; Opaque 123112021 Yes Yes No WA 2 3 ftVentMoclel#1540-111 Due Function Flood and Verul,fia, Vent X31Yes yes N/A 0 3 S ahVartMqqaI#1540-520 !,nsu!,.::d Flood Vent Yes Yes WA "too sidelilari ')jInsvIhbliOLsswInij:XU.OXwOX0 A 5 6 SursoVerr[Mod! 1#1540�521 San ftVsnt Model #1540-524 smart entMadel#154MTC jW31f202 su III Food Vent 2J f2D20 Yes 1G&qud;Gs.QaD.wFlood Vent 12 " 1112 Y s , d Wood Wall Insulated Flood Vent 2��l r2 2'1 Yes .10 N/A -100 Yy:1 NfA N/A f Yes WA N -100 22 v. Therri Flbar�Cl.aaa lsodsolowil-Star cdnfguflslqns) Nonn'st 88#3" 12f31120?1 Composite Edge Fiberglass Double or Yes Y00 NO WA, 4. ROOFING PRODUCTS 7 SmartVant Model #1540-574 14.5"dt; Genge Dow Floccl Vent 1213lf2020 Yes '1 Yes NIA �A with out OnswinglOuts,ang: XXw OXXO Sioalthas A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 23 r, Tharma-Trut Riber,Creable and Smooth -Star N.-trinill 686398 &.qbt;Nn­I.ract&.qud: Glued 1=112021 yes yes No N/A 24 L'. Therma-lou Filbor-Classo and $onoor-Bar Cwrti Edge Rborgl.ss Single Door (h5winglQlAvving:� corfiguration) NoIniou 5.8#�!g:a 1Zr31j2U2l Cbrap.elle rd9c,Fibwglassqlh"l O-tviin Yes yes No NIA B. UNDERLAYMENTS Tam ko 151b Felt Underlayment FL12328 N/A 10/18/2021 Florida Department of Business& Professional Regulation paga I oft adlitem XO. bXw OX0 C,, ROOFING FASTENERS NOT USES Building Codes, and Standards 1114/A21 25 Tharma-7ru Firor-Classio emwth-Star carfirganstilon )$ Nominal 6", &qdM;Ncq_ImpAct&qUw; Gjazosid I2(S112021 Yes yes No NIA Product AppF0Val Application Detail W Y. and z. Thorma-Tru Fiber -Classic and Smoodr-Star ;8 corop.lIfte Edge Fiberglass Double Doorwith or " but Sidallbs. (Ia-Irg1C.hswIng�;kX or OXKO donfigunalwal N61inal 86k39.0 Glued 12131f2021 Cemposita Edge FitiehgLass Single Do., (Inaw"loutswit": X, yes Yes No NIA D. ROOF VENTLATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Ty" Version manauradure, entity w Clato per. Contact surthrolur a ti- Validated BY Validated suibiri Data Pendint, owe FSC Apity.-I Alaiz, 27 za, Thumha4ru Fither-Classicandsmoth-Star Nominal $9#390 &q4QV4cn-Impacus(qUor:Glazed UJ3112021 he Edge Fiberglass Single Doorraith Yes Yes No NIA Lomanco, Inc DA4 Exahust Vent FL 02.1 +97.5/-97.5 psf 12/10/2025 Rll�.iq. 2020 Drexel Metals. Inc. J.on Shttms�b Zachary R. Pli,est Looks Bowdon P.C. (JU1012020 08M912020 08n012020 i OA=20 App,-d dw.gory: RWhg S.IsCateaturin Metal Roofing Comply ace IIII &.1-dion Report from a 15021303-1511 Pr-74021 (3341300-1800 ishurrat.0dre-al.own 28 zId Th-.-T,u Fib-Cessil, and Srh.&,�Star oonfigural ioast -Impact I UpUct:Glazed Normal 89#390 &qUal:140M 1213IJ2021 Composite Edge Fiberglass Double Doorwith or yes yes No WA E. ROOFING TILES Boral Tile Villa 900 FL7849.27 ® FL7849.28 N/A 12/31/2025 Rwida Registered Architect or a Licensed Florida aithwlt,51delites dnasdrg1Qut.inq:,XX or OXKO PrOfes oast Engineer conirgynalJon.) Boral Tile Saxony 90 0 FL7849.16 - FL7849.20 N/A 12/31/2025 S-09 Proclujot Model. Muntoor or Name Approvedi for Use ApproWelfstruso impact Platt, Product Dello,lotio. In "I %tislot 11V4­12 Resistant Palestine DMC 10ONS, DMC 15OSS, DMC 175S, DMC 1 Cle,ef Mat.1 Roofing Systems QMC 10ONS� ❑OMr 1508S DMC 175S: OMC 2008, 12/3112D25 Y. Chic 5V No NIA 01.180 F. METAL ROOF Drexel Metals, Inc. 200S, DMC 5V FL17679.1 +0/-180 12/31 /2025 5. SHUTTERS Florida Department of Business & Professional Regulation P." 1 cI3 Florida Departmant of Business Professional Regulation I If 2 k STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL1 5076.1 - FL15:076.2 N/A 12/3112021 Building Codes and Standards 1ff2021 Building Codes and Standards IF112021 All American Shutters, & Glass Galvanized Steel Storm Panels, FL 1 786r9L. 1 NIA 12131/2021 Product Approval Application Detail Product Approval Application Detail code Entity a D30 Date Date Pending Data Code Entity or Disk Det. Date Pi,ndine 6. STRUCTURAL T".. Version Manufacturer Contest Enamor & Llowle, V,hdt,d 8, Validated sularnmed FBC A-1-1 A,,,,d status 112M. Wei Manufacturer. contact Licams. validated W validates submitted F13CA-roeal AP,pw Status R.'Ialoh 2020 Thothril-Tru Corporation Cztpg,ry� rxt,ri,r Coors Subcategory: Swinging xtarW Dow Assemblies Steve Je,p-on Lyndon F. Schmidt, P.E. Ryan J. rig. P. E. 01=2020 071212020 (800) 843-7626 PE-43401, (81 707-$555 sj.spa­r@tharmatru­ 07292010 10113=0 Appr-d R*,4lu*n 2ON Thermo-TruCaparetin C*gcurr. Eden., Door. 8-.IbG.tg.1y: SwInging Eyterfor D..,As.embfi.a Ste,&J'sparson Lyndon F. Sidmidt, RE, Ryan) King, P.P. (800) 843-76:�8 PE-43409 (613) 767-6655 slaspersonCtifennarruco I,XlIlr2020 07111212020 07l3012020 101laJ2020 Approved COMPONENTS Corriollwoo. Method! E-u.1tw, Repot from . Florida Registered Architect ors Licen sod Florida Professional Engineer m Omia"no' Method! E-luotion Report fir- z Florida Ragratered Archit6ct or a Licensed Florida Prolei.si.nal Eng. as, on A. WOOD CONNECTORLS/ USP Structural Conn. see chart Simpson Strong -Tie see chart QuathyAssurailee, Approved lot Us. App-led for use ].sod Deglan ANCHORS Quality Absu rarsoo A .Drovedf-Url, A..-.d for utat lanuad Dial B TRUSS PLATES ITW Building Components Alpine Truss Plates FL 99L9. 1 - FL1999.4 N/A 12/31/2024 Sea it L,,g Number or Nam Product Dess,lind. CorArMILE. Qrt 0.0 If HVHZ outdid. KV Resistant Press- 1 b-a-sid and Smostri-St., Nominal G&#39s &q..t:I.psdMq..t: Op.qo No yes Yes NfA a T,=L F 12W J=L 1 Product fli Number or Noma a- Thermar-Trut Fiber -Classic and Smooth -Star Pr,dubt IsirSori,fl- Norrinal ��#�9:6 &,quotNm-Impaq"uv: Opaque 12GIM21 in HV No OjIlrad. HVI4Z yes Resistant PrS.s.,mi, Na Composite Edge Fiberglass Single Dow (InswingrOutswing: X configuration) Ccrapositt Edge, Filbargass $Inglc Dow (I-InglOut-Ing; X configuration) rl,A 2 b. There-Tru Fib-Ci-ic and Smqoh-Star N-in.1 6&.9392, &qud: mpet&quot: Cos We 12rSV20211 No "rig, yes Yes WA Mi Tek Industries, Inc. Truss Plates FL2197 - FL2197.5 .1 N/A 6130/2021 3 s. Trorma-Tru Fiber-Onsaic and Smooth -.ter Composite Fib,rijill. Single Dow wi I: th Sid, fro(s) (Inewing/Outswing: XO. OX or OXO donfigur.tior, ) N:Inal 6&#39;8 &cuotimpacUbuct: Opaque 12/31�0211 No C 1p­�' Edge Fiberglass Double Door •alth or Yes �q� NfA E C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA 5/21/2022 'ithout Sidelit. XX or C�O configurations) 4 J. Therma-Trut Fiber Classic and Smooth -Star N:rral 8&9390 &quot.Ihpect&quot: Opaque 12131/2021 No C posits Edp Fiberglass Single Dow yes yes NtA =:3 Com Concrete Products, Inc. High Strength Concrete Lintels' FLI N/A 5125/2024 I- lin-Ing'Ouls',hij: 11-fig-N-) rI021 No yes Yes N/A mercial (D 5 Thermal-Tru Fiber Cl-ic and Smooth -Star Nan Dal&&#350&qud'lmpad&quol'Opsque 12131 Coarposite Edge Fiberglass Single Dow with Sidflifte(s) (Inswing/Ourtswing: XO. OX or OXO C_ 6 f. Therm.-Tu Fiber -Classic and Srn.oth-64., ownig-rions) N-1-1 8&#39:0 11duct, I.P.,dtq.w; Opaque 12131/2021 No yes Yes NIA Composite Edge Fiberglass Double Dow rVlth or without Sidelit.g fln-ingiCat-Irg XX or OXXOcohiguation ) Florida Department of Business & Professional Regulation Peg. 1 of 2 7 g Th-a-Tru Fiber -Classic and Smooth -Stet 12r3120211 No Yes yes N/A Building Codes and Standards 1.512021 VVV Campos to Edge Fbargl... Single D- g fl-Ang/cut"ving: X.-figuniti-i > a hL There Fib-Cl-i-nd S.-th-Sal, N_ir,I6&#39;B &q,d Impact3quot: Glued 1213112021 NO Corripseiih, Edge Fbargi- Single Doorwith Yes Yes N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the fbIlowing inibrmation must be ProductApproval Application Detail Co 0 Code Data 2 Ut Data Ration, SUI (In-firriglOut-irg XO. OX or OXG ocolfg.ralion 9 I. Thera-7. Fiber -Classic and SmoctrI Nominal 6&239�6 &dUcI:Impap1&quw; Glazed 12/31f2021 No Y.s yes NIP, available to the inspector on the jobsite; 1) copy of the product approval, 2) > Comp.att, Edge Filborgil.as Double Do. with or without Sidelit. (Ins-glout'sirg: XX w OXXO i c TW- version M-ursodure, Erbn­& Utah- Validated 8, valldisde'll suibrallfted Fad Ancroyal Aago." status its configurations) ­ - --------- Resin 2026 PAI WiNd-i-d Do.,. Carte g.iry! Cldar.r Door. Ereat Sitlinglar Luis Robert. Lomas;Steven M Urich. PC (717) 365-3300PE-625i 4 (717) 317-W4 losiflogwarrolwd.com, 10/0812020 101062020 10/192020 1'?Ji 5,12020 Appy-s! 0 .......... .Re ........ . SubLategI Glidihi; Exterior Dow Assenrbliee compliinse Method: rnivallon Report from a QualltyAssurssirt. Apipro"d for Use Approved for "a Implauct oa.larh KVHZ Prot canal Onglo- a-- 12 aa:��iNonrgtqar 11 K ber-Closoi. and Sal-th-Ster Product Dubdigh- C-t.=n Data 1, HVFIZ ina[8&A 9:0 gqud,.jmpd q; ot; Glazed No 3 comp -le Edge'riberg.aa Double Dowwith or O,tsid, fl-Istient Press- Yes Yes N J. Ff"�3n2aitei bills, Qualit. A ... r-.. A,,r-d far Us& Aporoysil for Lisa lar.0 13"." W I Sider_0 ith. no, XX or QXX0 9.SERIES 1191 Product Model Whrl No- Contract Elt.hraffor, Date prod.ot Dessnfi­ I. 14VKZ outside, WVH R-II Palsay. 420ALUMINUM SGO SERIES 420 ALUMINUMSOD 0X0 12(3I/2024 145 3/46. tiol:0ft.quot: NCIN-REINFORCED No Yes No NIA 0 2 SERIES 420ALUMINUM SGO SERES 420 ALU MNIJ M SOD OX,XO, XX IM112024 No Yes No NIA 3 4 SERIES 420ALUMINUM SOD REINFORCED' SERIES 420AIAJIMNLIML SOD REINFORCED 96&quo(;xa0&qI NON -REINFORCED SERIES 420ALUMINUMSG6 REINFORCED OXO 12312024 I4&3/4&qbqfoI@6&q..t: 8E ES 420,ALUMIKUM SOD REINFORCED OX, JMV2024 R No No Yes Yes No NIA No N/A • 5 SERIES 420ALUMINUM SOD REINFORCED XO. XY,96&qu0rx96&qqcq: SC RIES 420ALUMINUMSOD REINFORCEDXXX 1031=24 N. yes No WA ------ - ­- --------- r 143&quot;99S3.quw: U) APPLICANT SIGNATURE DATE ---------­-- ----------- -- --- - --- ---- Florida Department of Business Professional Regulation P.9.1 off --- ---- ------ -- ------- --- ----- - -------- ........ ........... ... . . ..... ..... ..... . . ...... Florida Department of Business & Professional Regulation Building Codes Standards P.g.i d2 Building Codes and Standards 11512D21 and lia'2021 ati Product Approval Applic on Detail ...... Product Approval Application DetAil `v Entity or Ded. me Date P-dr. 292 Cade Early 0 Det D.I. beat. Pending DataO Win version Manufacturer Contact validated By ventilated Submitted PSCAborolrM r yea star.. TV DO version 1111gunufastrune, Eurgh ... r A Losibial Validated By Validated sl,bsrltbad F5CAP01mr.1 Aptor-ed Status RvAsion 2020 WayrIa-Diflacn, a division Overhead Door Daley K-ish John E, Scates Jaffrey P, Arreedr, P.E. 1011212020 10232020 Uj R.,As,.n 2020 PGTInd.at,loa Jeas Rcs,,4,ski Mishil-Ded. OCCO - CER Mi-j-D.d. BCcC, - VAL JJJ19=20 I Df2eraD20 11t2412020 Approed of Corporation a a�D) 7634121 PE-511737 (904) 8,11-5200 092g2020 1211612,329 Approved 'Cat egary-. Exterior Do- Subcategory: SIIdibgIElh`1wD.w Asaerablia Couquiance Method: Oartfl-tion Male or Lisling (941) 486.0100 (786) 315-2590 j--kI@p9IhdI Cghtlgaryi EIorw Doors Subcategory: Sectional Exterior DowA,smoblin CWpl' 2­9 Method: Evaluation Report from 2 dkermshOweyhe-dalton.c GC < Florida st.redArchitector. Lice-dFl.did. R&gi Professional! Engineer Quality Assurance Approved for Use Ardorouad for Use lifDae Dealch _j 6-0 pr, Product lons.rIptilo., in FVL44 Outside KVH Roe..t."k Pross.n. Z D_5S C'tViugug"­Nsaml Mis.I. Impact) Vinyl Slidfing,Qla. Do., G41441021 yes yes yes NIA Quality Assurance Algorovild for use Addr,vid forlass II 0.1iihigh $00 # Z �Prgg!Ijta o Number. or Name a2CO #1105 000,4= Product Durscrinflon consinuct 1XIAroon Date 9&919; Ms. width. 14039, M. height. GI 1213112023 In intennedsto In 1I No Outside HV yes Ins tit Prassu yes 1310()05.00 10 8000,31100M00 #1123 evadable top or soetim. 1 5a#39; M.Xjddth. illUU: MsthoighL Glazing 12/312= No Yes Yes a.fl0Wn top or SHEET NO. PA 110 f.r,,,..: l .. -14 d - ILA. l I l .. !? t I l l --a.° 1: Florida Department of Business & Professional Regulation r� p Building Codes and Standards Product Approval Application Detail. - - `Pa page g _ 1)92021 code Entity or Data Data . gsye Pending Dag. -... - . SYraV_erson,. Aanufacturar C_ntacF. E anee,&LicenseVatrdatad:i3G V_.J_datedsubmitted FBC Acdrovat A 'pV8- Statue Ravi.'- 200Z0 CurnesDivisigi o G. Intl, e fAA9.. Tom Ratta UL LLC'' Tr Bishop. P:E; Y PY.. p. - 12fl=0211 12MI12020 1=1 2 22.l200 ' r :Rppo:d - Category: Exterior Doors (64114947813 9S4)947-08a() - - _ esCaiegoly: Erya ar Dope ComPoniamu tomraHay@'9sseahicy_co' CaMPIRAM" Method: Ce•tffe&lion Madk M Listing rn F i537•R.P "., & rgduG{a OujitvAssuranoe Approvedfor Use Approved for Us a WIDW lie w 0. 1 1 P .Soo A. roduci Modol: number AnRam,PmduM:Descripkmn - - Contract Exeudwn irate: r MUHZ: �. Outside HVXZ' -. asistam � re P193F4.L 1 '607, 707 727, 747, ]57, 77v,:and 84T Singleand Pairs of Flu'zh Glaaed and Louveredsing)eand Pairs 4t, Y2f312e25, Y. Yes Yes NJA Doors; hallm rrio al dooms-. .. _ - Florida Department -of Business:& Professional Regulation Building Codes and Standards Product Approval Application Detail - Paaa:.f art- 115f01 Flonda Departmard of Business & Professional: Regulation Building Codes and Standards Product Approval Application Detail Pagel era I021n1 - Florida Department of Business & Professional Regulation Building CbdeS and Standards Product Approval Application Detail- - - Page 4 01 =� 0z 1 • - ... code - _ _ .. or. ,_.. Entl - e. ,e -Date fentllnn -. � Coke -.. -.. F4k1bL... Pending �.. D e -...... cod. Effort,..Dare Dat''. Data PeidinaJQM - T V m Manufacturer Contact Enman8uren ,Validated _ Validated: edIVD& Submitted FBC Aama 6NUP4 ssi3iu : .- - vanson Contact Ewheer"&LlCense Va110ateday .D.,a._te .D32.tat, validate S m4L0 PBCAoproval A@Go e - 7LaYBiQ Manuhaduar or Enpine,r&License Validated By Validated sulainift.al FBC Adpal _AP�8 L' Revt i4 20 s n 20 'MI Wi d as n Doors -: n rw a tl. Bra n , ,eri B tit S Iln Amer can Alahlteduf I Stevan M nth PE - ., 11/17t2020 i t11712020 1 12020 roved .. APP Affirmation 2A2 A at ...... PGT I-ndualnes :. ask -. ..... , JensRosD,psk Maml Dada BCCD. CER Miami Daae.BCCD VAL I 11rY)520.20 11l052020 11/1112020 roved. Revision . _r Rabslan 2020 I d 'an : Doors Mi'Nn aw5 dD o.s ..... ..'.. ... BrentSill ef. mancen Aron ecEU I :Stave M. 'r1a PE ,.l _r}g A _.H rd n V.. h. 10f0a120 8: 10fO6n 40: 2. 9 1nM �020 512 -'toted Approved a WI os Satgay, lid vi 1. 365-3300' ManufactureFS As Ciakron i17 3 -84%. t 7) ao,., i ! t7, Gat o _ 841 485:•010D: r86 3152580' : : category: o s: .. 717 355.3300 Menufecturers Assccudi. f]17 317.8454 SUbCNegely: 5471g18HUng hsitdnger�imi4+tl.GMi- - - ry: Sins SubCMegary. Single Hung. lroaowsk@pgimduStne$o SuhCategoy;HaizonCal SpaPr' bs101 gerQsmrud.com � - Com liana. sth' . C.,Iif.tinn Mark or Listing rh g Compliance Method C,erhficaUan Matk a using om' Compliance Method: Certification Man{'q' L, Se Product Model. Nllmheror Name - kguatdy Assumnda Product description - Cernracl Explraflen Date:-. Approved for Us. 1 niiVHz'` Aopuoyed for Use' `Outside HVHZ' h s f. ss Resistant Pam'. (, 84FlS:hkdrwts .->,,� -° .iLk: ': ...: , ^_ '° ;":' ,.. ''_ -- , ,„r " =- ;.„ , .. ,,., ` ,, Fief i-R#f?rodir.te ,s, '' r; 2 -. 195--SH. 5 x7 FI /Flan-e Frame G. Single Hung t W'0 2 2 R afn !S S 0082 23 g A g 1 `No Yes: No: +60 -60: ! quality Assurance Approved forUsa:. Aoprdved for Use Im �aMjai Deem, . 41uaJld Assurance ADurovedfor Use Approved for Usa Im C 1 prossi ' Laminated Glass : Seg#: ProihlC[MDdaI. Number Name , PfadUCl DaserlDtID11 iCDmrael ExnlrarlDnQa[e 111 HVHL: - OUWideHVHZ Resistant Pr8SSU 9. Soo#:Product Modal, Number or - Rratluci't)ascripkion CantrecfEzoiralfan Date In H; Autside HVXZ Resistant P s re - 2 H650a'Lar eMsst. "..'.act: R .: 9 Imp f l' le Hun Von ar:; - 0730 0 5 VnY,9iu0 9 .d.,7 ! R 2-. e yes Y..'_ es V es MIA A i ,HS 168 Fin endflarmo FmrO i3is82 inmilated Glass - 02n B@02$: N'p Yeg. info:; +55155 Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation P.O. t I Flodda Department of Business & Professional Regulation- P.y.I di Building Codes and Standards 11512021 Building Codes and Standards IM12021 Building Codes and Standards IN2021 Product Approval Application: Detail Product Approval Application Detail' Product Approval Application Detail. "-" -- - Cede - - t or &£p?€Dark Pending . Data _ " . da II : Daa �a cat. Pandrin pia � En itar BdaR Date Pandno ; '. .... . TeYPnn Manufacturer cn agiEngineer &License Vairdaiad au ' Validated rha€t9FBC Addmval -. Ay d status Tve VeoManufacturer ' .. Cananoine.er&LcnaeVa.:dazetl:Bv Y LdatedSubmitted faCAnoe Approvd Status TV.- Yatun hanutacturet Carew Enorneer&License Validatd By ValidatedSuubrainted FBC Approval gpgrovea Status '...:, . i, ... Revtslan 7A20 MI W nda.s andDoas : , ;. t .UM e' en A.chirecE pal even M. Linen E 6ren S In erAm. tic u 8e M i P 9 ": .. - 0 71-212020 112T202 2. 2 'f 1l2 20 N20 eve Approved t3 APP .: 1 PGTlndistr AfUmlat on 2D20 es: .. _.. .... -. _ Bps p kr:. Mla. i-Datle BCC - mA CD- J R swore - m O GER rho ode BC VAL .. t1/05 D O `t p ' ' 20 2.2 t 5/2t3., 1 12 20 1 A t.0 . Approved ApP d1e.. .. „ ro Ml Wlndd, s and Doors Revis n 2{J20. er Luis :PE: n 9.. Steven M , Pe 1010B2020 i0J0S1.2D20 '107t9202D 12l15)2020: Approved '. Category. Wmdixed afi -3300' Manufacturers Association n 1 31 -845 5 M A a, a. _, 7} 7 .. 4 .. Cate a :tMnao+Ys` soot 4S6Ai00 786 315-2500- - { ... - .. - - .. eat . •Win o+:'.+s J°'Y d _.. U17) 31iuln 7a 365.33e0> E-62514 17 3: -8' 5.4 2514 (717) 7-645 ( 7) P it ) 17 4 4 .. _... 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Aanmvad far Use. 1 ! ki-E.;tsr asi r - : ...,. ;. ,.. , ,fit : 4'#r .-- ,.:, nAe ate ':.. .,.:^..... - .:: ,,, ..r._, -. , „ , , ; . , r ;,_. r <, ,,,; ' ' ",. ,.. ,; ,. e Product Model, Number or NameProductant rod M de - Des CaNract Ex Trollop:.-.. n' D DNe n V HVHZ Rests an[ Pressure re e &- ProduA Model. Number or Name-. " L Pr aducYldivsanption CodraeF Emrratlan Dale:.. in HVIiZ .Outside HVHZ---- _. evs4 .k 2r .ri Pressure.: .. ,. ., ._ - ,_.. _ , -. ,. .:..,: ..- ,. , _.. ... , . , ,. . ,. „ , � ,.,.. . r. ,.. , ... , --.'., ,-., - :: , .: , -,. `, _- ,_�, .�. ,..::, , � ._- - .-,. ,. „;' ` „� ,, ..,, ,. :. ' 19 SPiM 1. ,._. 73 x:72:Insulated Gtaa' 041 32023 ..., s 0 No Yes lid + -" 60160. "- -' 3. PW 5 O (Large e Miss le 4m act- ,52 (a➢ ,I p,_.) .. '.'" Vn Fixed Od130202i. f t/r x .. e'- : e Yes Yes Yes: MIA , ntBAi NAssueanee Aoprpwdfer Usa. Approved Tar Use _. t e'- .. ' Sea it:.. PmtluBf MDda1 Number dr NaMa:.' Prtifluct DsserinNon Contract ExDsairan':DaW- :hr HVHL." D�{hwa HVX2: es tart Pressure Fra�sUYd. 2 5754 Vertical AlUminum MuNod 1FJ3t2024. No. Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget el fall 8i Was Verslom Mainurfacturer contact 'Snell & License': Validated 1& Validated Submitted FBC Approval Approved status Affirmation 2 20 4 0. PGTJndususs ... I Jens Rosdee,ki, MA.i4)ade RCCO-CER =Mwmi-Dade SCCD- VAL 1135 105J2 20 1 52.2 11 O,.A RP , 1! 132 0 - -tar d 1 1 Apo e, Categlary: Windows (841)456-010D (766)315-2580: .. _ .. - - subCatag.'in mucine lrosoeskl@pgtmdusmes:c Ganipuance Method` Certificaton Mark or' using on ELW26H R13Prpaucts .. -:` ;. w , .A-wisd quality Assn ranee A ra.d,f rUsa for Use. rm ct, tea_ Desin" Sea# Product MeftNtUnher or Name Product: Description Comiaet ErmtratIm Dee in HVHZ :Outside HVHZ Roshcant Pressure i RIUInalsfor, ;All Doors and }ryW01!sr AlummuniWuiltods,' 057262020. yes Yes yes l `VA ,..... ode Florida Department of Business & Professional RegulationPagel Bolding Codes and Standards ProductApproval Application Detail Entity �' L Date Data Date Pending a I02021 a �_ - Cods' - - ,- FloridaFDepartma of BusinessI& ProfessionaRegulation Building Codes and Standards Product'Approval Application Detail, _. fruits or -. - -. - JL� ;i7r3ig - ...Date Ptindim QAi€ �Sg. Pagaiafl ifsr02i Cade - - - Florida Department of Business Professional nal Regulation. Build!ng Codes and Standards Product Approval Application Deta l E k or';. _ _.. J try Data to QMe`Pendlnd. - fie - Pagel yt3:' 16=1 --- - - CyeQg Tyji_. Vpdcrun: Manufacturer: Coma[' Enanear& Licansa Vaad,bul Sir Validated:. Submitted: FSCAoproval A.00m y wit Slat s:. T a map 'anule.tumr- �yg_ Y I n (�1 _ � Endrn-a u...a, Whistled Nd �ii l8ft. o d. yauaata SubmH ed. '`FBC Aden. -I- Aaian... S 1 - rst a �is TvPe Yens wt. M nufattu Y n B 'r Cn Cat[ wn der&License VBbdated9Y.. ` -t Valltlated. Submitted FBCAnnraval A rot/&Q � Status.. T.- `" voa. Varston danuiaatUnr. ' r: s Inc:c; i.i ui "John Remslon 2020 JvneeHa(d.a Puil47n9.ProdiiM In.. Southard, P.E.1 h erck V. Andrew oh d P Chad Df 5 A tl n Uth 51 12r 02Ik 0 ro 2021 14 72 01JD&202E .. .dal ''FaC i ,. g.. A.PP r R ,A.id ? 20 id�' e n 0 AIs e, MdkT om s . Lyndon F. Schni P.E: P;E i. h ai m '2n J KI .p Y9_. , ... Ryan R9, . .O 5J2020. 1 12 "-1O 6 020 1 -0 0 2 2 tt122 2 1 1 7.. 2020 2f4 .� -'died Approved R msno 2 20 GAF Rover., p_- -' Mlekas 'SUeh Robert mi en J :Nl. KneY VI h E R p @ n d1n E a .P 2 52'" 02 QgRsf20 D 0.. to d Of0 02 1 24 0 5+2 2 1211 0 o roved Revision 02o f ' e. n ? TAMKq BUlld. ,, CMe o . P.anBrWaEls. .. 81682 3 ? 3 ?5 fin ;5091545:8359 PE 5) of 2 Category! Ranel�Wdll&; 3. - :J43405 f:. 3 ] 55: 3p 922 9: P 81 7. f ! 73d E (M 1) 6 •HS... _ Cate g . Roofing - ,. - {80 ).T66 34 i PE. 166 t5 41.77Z 6224 -- 0 T' S9 S -. Cate o . BC( SuhCategpry: Siding cnad:dierchspijamesh:errn: aubCatkooM Sofrtsl ninompsmQai:swe con - - Subcategory., AsphaR;Smngles mstien@garaoN SuoCate➢oy Campliance:Method: EvaNshm Report from a anon, Compliance Reinert EvaMaticn Report tome CompliancsMethod:Ev.luet-m Rapertfroma, compliancep Flonda Registered Architeotora Licensed Florida Fonda Registered Architect ore LlC9ased Florida- Flaunt. RegisteredArchiteci al a Licensed Florida Florida Rego Professional Eng-or Proaa.I pat Engineer - Profc--Iasi Engineer - Profasslonal E ,... ..-Wr"{3#92 RB.:E.rotlual5 :: P a I'll--"" ,.. _ ,.. , _.. - , :; , L`fki527i-H1.Pmtluet , .. , . ,.. .....,:.: , ,.,., ,t ._.,,, ... , , , ..., ,... „ . : , ._ .., , . „ . . . . .. ....... "a, .:, - . . . .. .... ;, , <. _ sal ., ..- 0 R Proffi:!dt5.-: . „- ; , : > . ,. ' ., ,,,, ..: '. a ... ,:r.; ` _; ` , .. , „ , ,.. ., a ,t - :,.. .,.,. - ,,, �,,.. .., ," P QuNIts, Assurance' ADpre,ree for Use: Anpr-d for Use Im t: esl.1 oat � Quality Assurance AppreYedforths Approved for Use:. � Im 1. as gestalt r _ 5 gtolty Assurance Approved Or Usa Approved � for Use Impact, basic Lm2� Pam_. R Florida Departmentof Business & Professional Regulation'. Pagel OfI- Building Codes and Standards. fSA21 Product Approval Application Detail -... :Entity or -. -... _. - bate Me Dare Pending Date Contact End.-., a Licht@Vafdatsi av V.1"idetatil Ssfunkfid FSC Agdwa P31?n-Bv-..Q Status. Kent Eden Robert Nreminen :John W Moevich, PE _- '1MV2o20 092sno20: 10112240 12f151202 p .2 4 loop.roved.. (4173 824-6834 :P&59166 'i(954}7]2•6224: - - --- ' kem_eda.oa m:com-. - :Outside HVHZ e' Pr e Product Descripgarr:. Contract Expiration Date: tin HVHZ Laulstde HYHL: Resident ressura r Model, unni ,or N :.Prow Description - . T. contract Expratbn Date n:HVXZ "an[ pressure E P odUM Model t#utrcber or Nam Product d .N of .the- Product H COMredt Exdrallon Date: Z: outside Resistant sure: Se # :Product Modem: umpM or Name Product DescrlDtlan Co x 5edk. ProdudModel: pumper or Marne: ProducfDescrbllal-.. ) Resist 3_ �, Seek Iln tl+N _ J= N rn, NractE plrarlal Dale. rJrHVHZ ;.butsltle H(MZ: Resistant Pres :, ... :. en old....I,.MFt 7J2. , o . o: , I - . .. 1J2023 1`e' es i' -y a:& ot2 & u :.$dfft V..k. S 14n. S i - 2!3 fl2 s A. -. As "eft Rdor'Sm lee Fiberglass relnt 'd t le Ina 'd p..:g 022: 1 ' Cem IaUALa Siding Hbercement lap siding 12/3 s Y MIA N A i' qu T q ot.... i a Y , 1 1 N Y. N N 1, GAF Ph a9..reinforced 3 ah, m to , 5•ie an 12l162 No Yes NIA pllA t TAMKO RodUnderlaymentSgNVH2). RavtundeAaymemsfor use m FBC HVHZ- id118r2021` yes :No 'WA :N/A P -.P 9 2 HardiePtank LPp Siting fiber -cement lop aiding 12131JZ023 yes Yes NtA WA -2 b &goof Ailianca T4&quo[ So(ht Vent or Sold Vinyl SdUk 12l31t2021 No Yes Nd, NIA. Kip/ridge espheitsningles )ur edict ohs - - 2 TAMKO Roof Undaday-rits{HDPI-HVHZ). Root undedaymants for use In FBCnm-HVHZ 1011BJ2021 N:o.. Yes NJA N/A. fur ad;ebcr Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fag.I V1 IM126a:'1- entity or Me Rate Date Pending gate ,T- Version Manurachfrer contact Enum-&License :Validated:8v. Validated: Submitted FBC Approval Aearoyed Radius. .:. ,... Rerislon 2020 ' m son hitsc oral L V Thom stti Inc. dba Thompson Pic l P P .... Ton Chnstman Y Ise Priest 2a4h R. Pr I dry. :Stet/ n M I h, P.Approved .c0011712020' e , Urp E 8 0 - Deli 12 20 0g+2 22020 2M=1320 1 A , roved � MM to CompenptTAMCOi ;8137248-3450 'PE 7d021 -(797)517,$454 Category: Rooting toiAgemetalrce7ngcom Suhd'atepprin Roofing Accessories that are An Integral Part dfthe Rooting System Complianca'Methom EvauatiCn Report ifoma Ronde Registered Architect Licensed Florida Professwnal Ert9 naer C "d Flo " ran Quality Assn nee 1 ' for use' A Prayed Approval for Use lmoa atpeaks,s . :Sou#: :-P Product Motlel:N br rName R- P tluot De kl-� Coniraot Expiraf"dnDat6 - H Z In HVH Outside HVHZ Resistant onPr'e , su i 7AMG0 Flat Top Off RdoeVentrihh aaMeior=Tile 26g:static roofventllafpr with collie' 05109l1026 yes . Yes NIA NJA 2 TAMCO Goosetteck Vent 269a. 09109n(326 N. Yes NIA +0/52.5 3' TAMCO.Ott+Ridge Roof Vent,I-Ath Boole". 26 ga- static roofvantilatgr with integrated baffle'. 09M2026 Yes Yes :NIA N/A 4• - TAMCO Round Top Off -Ridge Vent with Salhefor Tile 20 VA, static roofvemila[ar e,'Ith bathe" 09/092026 Yes Yes NIA NJA Florida Department of Business & Professional Regulation Page f afi Florida Departmena of Business & Professional Regulation Page I d3 Building Codes and Standards: _ 1r112021: Building Codes and Standards 1i7Ma3 Product Approval Application Detail Product Approval Application Detail Cage ENi ' nr Data vale: DNa Pending :. psis - -Ertl or _. ,J.&. Uata Pentlinn :Rids TV.- version Manufacturer C N dr Enorneer B, Usages,, Validated: BY' Validated, kted B :Aoemyal. A "Ved'' us t "' _Y.2.. 1Lr_... fir, a_ Y,gSp.�t�, ir5ub r f� �rr�.. tit Iyge,. Version Manufacturer Cantaci' easiest, Validated ualiaared:_ Submitted FBCAppes l srattis LGnanpe Katrina: Jell ' James L :Bucknep P:' :Steven`M. Unch, PE ' '- Revision ';2a20 is E. i11.23l202(1 11 3/202 ti1262020- do FBCA r "n 8n I. Anderson Robin 1 O Unit- I afo: a elk r . Y.... 12,....: 4 .. ....,. 9 ,pP Revision 2D20 m Rooting: A s n 4. ,ARM V aRn Evau I n Gary W 1;. 11nU372D20 i{I0212029 19IP51202b ApPro:.'ed: Cat • Rohn 5 1 983-Bi63 31 42. " 31 e-8454 - (0 i PE 2 1 fi Robing, &D 3 0 609 SeYvl es LLC': 205 B ➢1 0'. .gay, g CI Category ( 15 & 1 c { ) 54 6.. SubCatagede ReaEnp Accessories thatarean' klelleyo-lomanco.com suacatagorin Reoiing Tiles Robin rdeison@bcrat. - lniegrdlPertoftheRoptrlgSystem Compgance Malhdd-!ti/eluatit Report frama.' m Campti ante Matirptl' Evaluation Repod from e' Compliance Method: Eveluak on Report -from § - - FloJidaRegistered•Arcmreotera Licensed Florida- FlolidafregistereciArchrect wa Ll-d!Florida Professional Engtneer Professlonal Engineer F 'I a; , tIag'ru 'products- ;;i, ,... ,. .,, ., ., ., „ v ,...r ... I N Annraved fair A for Use. Im .Deal -Dual tyAssurance. toyed for Use ltor fol U :I a esl - ;goal Assurance:: Use popeyedAP A pant _' � _2uiltL Use , inn lit 9-�L a HUHY:' RasrstaiH'. PressU #' PniduCtM del Numharar Name Pintlirct Described Cdrdra tEzo patron Dada V2: Outside HVWL 'Res ' `#. Prod tM INumtiBrw Name Pr duct Dascr orlon gOdrack Ex patron Ode- OOtsitl uc ado. S Seo �f An �4 inH H pmssuro oat'.- i t r Relied r88 fah dated Z131T20Z4 No Yes Fla F!!A ' 3 3 FLAMCO& t.RY 10 Rtl eV@M& AlU loin Rd Vents 1s n 1 quo g 4? pitched 1 De k-Ax'! DA or TR Bu h Oeck•Alr DA-4 Low a Pnl Plas e Ro .V nl 7 Ft .. a 4 I prni .lea h of a 2 02025. No Yes No +97:5t-S7:5 YPmPY from 0025'Alutnmum Mechamaally Attached to PIYNood beck. Se rf Product Modal. Numberme -afi i Saxony - Shake Slate Country ySI t.o S lt OId:English - - ThatnH&nm ' Impact - P 17 S on (30 State h ke '` dShake'. ax a S a Sam Y P, `� 18 'Saxony600 State Shake&amp,Spht Shake 19 =Saxony700 Shake. Slate&amp Split Shake &amp Splt Shake -220 i-. 7ejasn spenat'e Sma 29 .Mile.. -... Roduck: tdascrfobml: CRn raLH ExmYNmn Date ii : Z. - I HVH .Dorado XvMZ. Re sisEa7d. a[PDfle-D. er CO' Ft r nv i2J31 02 2 0 rNo e Y. s NlA- A ,VA Fa[ oft -Sot Con - I R e l k CA 213 202D' 1 9 No Yes: l N/A NJA Flat Profile-'RIOICOL CA 121342021) Not Yes NIA NIA Flat Profile Stockton CA 1213IM20 No Yes 'NIA NIA Flat Profile Rialto CA- 121312020: :No' Yes NJA N1A Hldh Profile Katy, TX. 1213112020- Nd Yes MA NJA Low Profile Katy. TX 12/312020: No Yes NIA ,NJA Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Paget 1 In2021 F odd Department of Business & P ofessional Regulation a ❑pp a us as r R gu Building Codes and ttandal'ds. Product Approval Application Detail Pa . i aft. P.S. 1r,2021 Florida Department of Business & Professional Regulation pa g - BuidingCodesendStandards - - Product Approval Application Detail P.O.i Pf 1179021 Florida Department of Business Professional Regulation pa s & r 9 n Building Codes and Standards Product Approval Appllcatlan Detail` P.g@ 1 t 172021- Dodo r- Esallice_ � Date Date Penang Q;Na - Cade ,. Brightor Data, Date -< Dale Reading kit �. - - _ _ &BP.£ , f fn lh or --a D& 1 Dat, Pending .�._ 'te Go& : -. c-...-.. En N orauk,4 data Ranging EM -.. $�!. lk� Yerstai': Manufacturer .. tit -En9hleer & License: Validated By a act '� Validated Submitted dot _� - .. FBC Approval ro Approved t .t status .:.� T a Versmn Manufacturer �!2 Soon- Vagdataaav:. CONad E I .art`" -.mr ad v data. solo U FRC Aovmval m �- - 3.sL-§ a lY %L Via@n Manufacturer �_ contact ,:.. Contact Elwlnker &:License Validated 9+r --:, rt 'dated. SUpmltted FEC Abaroval ova- spas-9 at BJ�t- n 1Y2 V id^ Ma uracwrer _, C tact E rneer 8 License Validated d � Va r ate Bv. .... �.-.:. Validated FBC Addroval .J ated Sr 6mrtted A - wad ved status _ ' - Revision 2D20 - rotate odudks LLC. GIWatP on Pr n z"v` PE h otter Tilirt Jr P: E.. Jim W, ea Gr,. Tm Rob- W A K -- De'08f2D20 09N 12020 $ 1 iF1 ZO Orb. 0 12152030 I 1 rcN d: APP e Rev stdn 2020 All �Amencan ShutCers and Ctlass. , Mnkersa n rankl Bernardo, P;E Tr Bishop. PE. Use F a Troy P , 6rzs 020 I0/151P02 1 11 0 .. 11 52020. JQ 12l152020 Approved pp Re slop w 020 Alone, 2 Ato Stuart Lewis ICC Evaluation Service LC Wrier, M. Ranieri: PE I, M. , .. 10/31y202➢ 1022+2020 11t0812020 {rylp5l2a2p APP roved Commercial C cr e roucts c: viswn 2A20 Com rd l a1 at P tl in R2 _ o6 rtGilli '" uel J H R a Gillis Sam A Greenbar onn 9 - Hoy 12J1 D 12tfi S2020 1 2 612 29 22820 0 - F din BCq n ➢ Pii. _, ] 6s-7,5-45' PE-4416., CP54} 772 0224 .. , Cate :Shutler ' ➢pry 9 t561i 712-9882. PE0046545 (D54:is470890 .... ... - . Cate :-: Simau7sl Cam onents gent Components ,. 321)71 g-3377:. 407)Ba1•i lilt 4 .. ( C ro o rEtmaumrGemonents- a g P. St3 65fl-3?07 PE 34245 352.588531f` ( 7 ( ) S.W.1ago,r. Slios SupC agd[v- Storm Panels rm.rcl tim.rabins4n @()PDent.eohl SutiCMegoy: $term Pan Ns mnkeb allamencanshutte. @ SubCateg ry: Tmss plates sleYns@aipineitw;com SubCalegddyProduats inhpqunedasa Result ofi all pfecaslAator�yahoo Com. - r lance-McNipd Evaluatim Re opt from cam I P n Co Inca expo E 't m I a M tl, value ron Re Ott ban a P P rs.com' Co lien M Ehpd Ev61 allot Report from a, mP Oo Me„ TeCntal ogY Flonda ReglsteredArchdect ore Licensed Flonda-age e FloridaR teredRrc ct ra L�Icertse Fond" hie o d 1 P - Product Evaluation Entity Pod ry Compliance M alu. tirn Report aroma ethptl: EY a p ProfessicearEngineer Professional Engineer - _ , ,,, . „ „_ ; _ , 1 , > , „,,;. ;,, ; Flonda ReglsferedArchireet ore Lickns.d Flonda _ ,... ,. _.- ;: ,:: , ..:.". „- ,,:,, _- _. -, ,,, a .: .,- x .. ". „-::: >:_: , _.03f '-,. ,, ,: .... .': .. ,,. ,::, ,. ,_.: .. ._, ,,, ,...: ,, ., ,. .:.:, ,... ". .,, ... Professional Engineer RaT :-_ ,. nit Ns ... ,.. ,,. , „11 „': ,FL#4Y869 RYPratlficfS 11 ... - '" aJ bty Aszuranda Aooro ad far Usa fi ved idr use 1 - �a�S.' _" J ; LsNfiG-iierYDaltX:C3 y ,>, ": • QualdvA once Agar ,reef uaa An afaruae xn a t Dear „� Q I t R e A nrnyetl nor Use A roved for Ilse 1 M n Las S 4 ga]_ Product Model Number or Name Product Description Contract Expiration Date -In Z �i'h outside HVHZ Re n[ s�� Pressure PJ' €. - ;r. ^ - _-^... ,.a. _ x - _ ;: - ,.. , ,, , ,, ,x. ,. ,; U..I .' ... c ` ,--, '-`: sin iF P aduM Model, umber or Name Pmdu t Descr Doan. Cordial Exmrat on Data in HVHZ O t rdeHVHZ Resistant Pressure � �r Product Made. Numb r Name Pr duct De rip- n tract a rat on Data C n !_iYIL�. outside HVHZ 'D R Lek wit Pr 1 trW HCGIAIpt a Higner 5tre g171 (H &empt:.Sf Mated Cn for Plate. 1 �3112044 Yes Yes N1A NIA a. A as al tv s ru r led far Use A A av n eyed for Us tipped' Design 1 -�OGageGalVaniTed Real Storm PanelslHVH2 a Steel":` -tit Panels retained t2J312021 gated iZed.r1 mi Yes Yes Yes 'NJA 1 24pa Galvanlzetl 5te.l: Stiam Panels 24gaGalvan aedSteel.Stam Panels 12131 e2021 -Yes ,. 'Yes Yes WA '2 t 'illy BCGJfllp tie Hlrt aPlete 4 - - �Ine Metal- Connector Plate 12/372024 -. Yes Yes -N1A NIA' - ��" Product Model. Number. or: Name. - Product Deserlbtitn, Comrad,Expiration Date -- In H. ,outsltleHVHZ -�� , Resistant Pe " -1-�`�Le: oConsr `- ar not by tacks to provide hurricane: pro[ediot. to - - 3 ITW HOGIAI Trulpx P - MdtalOomleetar Plate- - 12l312024' ':es Y. Yes 'NIA .NJA 1• cNakt Precast or C4pmierctal CPntrele'Praduat$ - y .... Prdcasrand PresiresseTlCohcrotoLlnte4s'+ 05l25J2024- - iPJo Yea - Ni/A Tl/A ' ,. 2 24 Gage Gelvanized Steer Storm Pan aaJNHVHZ Corrugated Galvanized Sleet St.- Panelsretained." i'D312021 No Yes Yes NJA 4' rrW BOWAlpine Wave Metal to ... for Plate IV31f2024: 1fa4' Yes- N7A MIA ' a not by tracks to preylde'huniceme protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page l afi imozl - aide -. - - •. .. E dIry -s w Data eta Date Pendlnn Data R Tvoe.; Version Manuractuter CaNact -En innen&Lidanse- Valydaked Sir Validated submitted FBd:Anamoval Adoroved :2411i: Raviv,iu on 7A 20 MI're, in. Erin Walden ICC Evaluation service LLC ICC Evaluation Service, I0102J2020 asusa d(120 - ... Ioil um20 Appra+ed. Category �5triut... t Components (962}08-Se3tl LLC Subcategory: Truss Plato .e.ald.ruoriie.. (265) 599 9800 Compllw4e Method: Evaluation Reportfroma Product Evaivation Ent t N "`'. Ld$49i4iY.`Pr`iidflMa P . " - T _ duality Assuranoe. Approved for Use! Approved for7rse- Im0-ct. �._ :Qes I n on- Soo* Product Mudat-Numtraror: Name Rctluct0-Hutton. Contract Exmralem date 111:MV142: 'Outside HVHZ swist'zN. Prossure.. 1' M18SHE 06130202 1$ ga sugar high s[strengthal fines cne&to[pPat4 i Yes - Yes N /.A NJA 2 Mill 16 i6,ga Wss oa/nacrorpiate Ofi1302021' Yes- Yes MIA NIA MT16HG 18ga, high strength lrusscannecter plate 061302021 Yes- Yes NIA NJA 4 MT20 20= Aa truss corinevor plate - 061302021 Yes Yea NIA NJA 5 MT20HS 20 ga high strop➢th lruss;c4nnettor plate 06/302021 'fits_ 'Yes. NIA' NJA Florida Departmeni of Business '& Professional Regulation Building Codes orld Standards Product Approval Application Detail Page I oil 111f2D21 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 101 1r7r02i, Code Entity or Date Data Date Pandinp Date Code ENEN w Data: "Ins,,: Data Psndin.: ,name 7 0o version_ :twenuraeturar Contact Ssuisaa&License Validated Bti Validated Submitted FSC Agdmvar: A rove. pro Ir fe $dry-g. : e` Yer-on l eatrein 7yg� JLS�L.� et' Enalneer: BLcens Co., t 1. ,�._, e,.- Y ed '. �dl at Bv_ Y yIdateQ _lie FBC Approval _ Aperovodt s Revision 2020 Weyerhaeuser maeuSer Rob -B ldWn ICCEvaon $e,-rn-..'a.e LLC `Lehr.r. F.E.:E. tiD17322_0 ApPIIaU.For Revision 2030 C ST-CRETE USA. LLC Craig -Pa..m.mo MlarI,Dad. BCCO -CER Mami-Dada BCCD -VAL 1 {2_2020 R-l20o 24 f12712020 APDrw;od C3tegorV:$trisrtdrai C=Ponents. Subcategory: Engineered Lumber [253)524-647e Robart.ealo,*in l&aey.ms' 18081839.3288 Category; Stra-hlal Component, SubCW.gorq; Products h1oduc@d as.'Result of (813)6214641 epamino&-t... te,cam: (na)315-2590 CObipllancer6ledFod: EVEdUefon R,epotilrDm H, eus , - New Technology mu tEvaluationE t Prn N 'lamas Method CerhSoation Mark or Listing Camp g .FL'ii65Zt Rli Predi(Ets Fii$S�R{tl'4$duCts - - juality Asswarrce, AA-,dfdr Dse A-royadfa use- Impaef Deepen: Qlrabtj Agrissirrce Adurpved iarUs6 ABdmvadf,, Use Imoad gasi- Spp k Product Model, dumper or Name:. Product DESCHDUOI ti - Compact EMnlrailonDate.: dt HVHt: Outside HVHZ: Res I es u: : eft � S d Product Numbar:or Name - Product Natrinlion Coati lbouration Date �&+.r[ - In VHZ:: outside HVHZ i' rfaelstam Pressure Sy 1 M crollam LVL. a eta Ve-"ear Lunibe L nun d n r D3J31 021: No:. Yes R N1A N/A i tre h Concrete Li ter 1= High S r if Cal n s 9 ,9t A S. d - Inch wide in ifs an 121n t O5f2t2(122 Yes Yes... NJ A r. N A 2 Feinstein PSL. Persia] strand Lumber D313t12021 No. Yes- Nfk NJA - - 3 Trrb.rSUend L$L Laminated Shand Lumber 031312021. No:.. Yes WA NIA I - 4 Td Rim Board Structural Composite Lv_n"r of granted Sifand 031312021 No Yes N(A NIA board Rim Board 5 Weyerh.a-Rin Board Odanted Strand Board Rim Board 07311202i No Yes: NIA NIA a --a a) a) r (n N _ F0 � � -I--e U � N Q U -e U 0 W �e ^L L1 ''^^ VJ n' W ♦- _ ^` W -0 O U O .= '^ VJ a)L/1. /•L•� 0 O r.V O '\V V J T! ///`•••rr�V��� O ,0 . - V / C/) 11111 M (D M C.I) O 4-, = (L) v / `> tO i Q M G/' - U O 0 (ill) �- U) (m) m W z z J Q SHEET NO. PA 1.1 -6-0 a) a) -0 > U 0 A-Z EMEM Simpson Strong -Tie 2= IF8C ApprovedProdur-fSL Updatod 1 wor420` �Jpoatgd 12130)269'ri- Q06sted 12/3UQ0,201 CL Simpson Strong-Tiiii 2020, FBG Approved Produats, Sifinpeon Strong -Tie 202or PEIC ApproVedProducts Updated I V30/2020 (D 0 Foridire�t Inks toelr$$Tapprovirls Wed "ImV, CLICE HER For crilrect lInks to _91f SaT approvals to "(ey,'gA_'CV HCRe- 0 to all SST a* =RE -to Nig$,Tappr, ".s listed otlaq, cl.-iCK HEP W 0 For addiU()0qij Iniorrairton regarding FlOrdes 81:iitewide� ProdU, p 9ysterrtAnd Waff[4MO 90tility Nq*#Vfl� X aq(*,0i2 to rds/alsfistedbefoWj CLICK I Hr �For.*.e�t llnO -DEAai i 2�,,pfovid or pt FO(a4dit�otfallft(prmoLtionregart�iqTF�lorldeS�,tii Wide ProdactApprovel $ysVM Wd Marm C Z, ��pa) Morm4rion r9gsLrding Florida's st atewide PrOUDIApprovel $Ysitom and W"All4do COunLy,t(olloo; (NO iCK Harkt- For Floll Etleyfide ProductA proyalSystem and Mlarnii�DadA Cmnly NollckL aepteo�e (FJOA L K P IC (3) FIL#2356-R? JFL#tQ446-RS FL#1 04WU I Hus� HQSC's*ia5_ta_nga*: bie In U C/) = ICU 9116" and heights ranging from 410 6" to I -I coaled flarija 'Sea it Product McdaL NurnbargrNam Product Qesr�dgtLoA Secl 4, EMduSjMd0Ij�NuMkz VeMlon NU$Id) aval0le for models hevIng WO-t aq-,W-lo or or Matte Fmcluct DrAorlotion Sea 4, Product Model. Num ber *r-.Nam -Prod met Description 0 C) I T16fi(SWrilesi StaellConfete S-Maeonry rnesonry screw,, I Q I �� A2§, A3S, 04,10� A44 A�hges- I OT, BTS, aTH Bfi&Tles 01 (3) 2 APA��JLL APA4, APAO, APVLA�1,Al"'VA4, ApVA$ OQtdoorAtcents-Angraa, dMSTJ'2� OMSTt4,,,C I $ _JjabjeL�*J, h5L 'grigfjoMj_'7jFlo5_. 0 MST(� 1� luteeflasAarigers, Face thairiggreave ran C 0- q -9 �: ,s ApEi44,AP844R.LAPVBE36,APB56R,APB88i,AIP688R�APE�1PIPIAPB!DIQ'R�APVB44, outdcorAccents, Postaoses 1, C-514, CS16, CS14, Z-,820, C522 ColledStiaps 0 U_ APWAAR; APY1366! APVB66R-,APVB8B,-APVB88R, APVE101Q,-A.PV8i010R A CSHPI a, csws Coiled §daps, 15 _GU5,2ZSDS Face-mourit hangors (10 0 A APDOZ-4, APDJT�ZR-4, APDJT2-(� APDJT2R-4, APVDJT;�k, APVbJT2R_4, APV0JT2-61 OutdoorAzoents,Ded JoistTle 5 C,7��l 8 P 0 > corrprossiib ra 14� LU24, LU 6, LU28, LU2,10 Face-, Uhth CU 2al Productilil6dal.Num bpi or Narhia phodi,�toftea�_fttjdn APVDlT2R-45 6 D&iSSP; 7SP Stud to Plate tie Is Wbwl LUb2io7_ Face-mbOt haingers, -cn -0 E 0 I swail�'I!Dgs Milidbor-Accerits Connector Screw "a APHH40j APHH46LR:,APHI�610,,APHH(310R OUtdoorApuents HeavyHainger T R%`HIGA, 1`12.15krl� HQ, 1-17-2; H16, H-16SJ,1115-2, HLJ 28 HurrIo0ne,-TrtSL 16 WSseiriesbangens race­me�ri�hangersOwlablei 5is" r2 he 2 SDg112,-SDL9,212�,SD`10112, SDIOZ12 Strong_DrjVq$IDCorrrec;lorScreW 6 APL4,APL6: APT4, APT6,APVl,4,APVL6_APVT4, APVT�, QutddorAcdentAFLandT 13earn-to-C*Iumn Ties; -a k 2;,HGT-t HGT­4 HpavyoirderTledown ghlbshiihgingfromS1a10-1LS1&' Co '3, SD911ZS$jSJD921259 Carifleow _lSi $crew 7 AT,>LH2,4,,,,API_H24R_APLH26, APLH20.R.AF1LKZJ0, APLH21 OR 0*64rA00ritt LightHangers H824, Hurri�00Jis 17 MGQ8,03-SDS, MG1_15.25-SIDS, MGU5.5Q­8M,, MGU5,82L-13Q5;,MGJV)QsUS Fac-04noUrit hiangert A 'SDGR�2AK -SQCF2P$TZ 813CF22514, SDO�2270. �OCF22"- SDCF221014- Screvi "a BVL2 Bhek Vert6er Lbdger &6mijact6r 10 HS9�,SDS1,�, HS 2-2-SDS:T.. I-ISS2 3-S;rDS3 liitud Shoe 8 , series Karidert - th6urlt harigsissivs1lobl $ - L I H"Vy,, I MIU, Fabs- yvid ingfjoM I SDC1=22-1 154, SI)CF221384, SE(CF271,95A SE)CF2.7239ia 9 CBT2Z CBT4Z Concebt6d Boa rn Ties 11 -HST2. HSTI, HST5, HST95 Straight Straps IlVarld heights rorging from 6-IV16'to 1R­VZ'. 6� SDCP22434, SDCP225,12, SDCF22614� $MP227W. SQr_P22858,,SDGP22912, *bfig-Priv-0SEICP TirnborLCP Screw io wT3z,,cjT4Z cjr5z, cjTv conceali �ojst Ties 12 14T,810, HTS20, HTS24, HTS;Z8,HT-SX HTI-2300 Heavy TksfStrap 19 MUS20� Musas Face-nriopmt harvart �SDJ��I?221100, SDCR�j t3Aj SDCP271:400 11 UJT1 4 W 13 HTS41 PKTZ,, �,HTKI�QKTZ Heavytwist-Stta :2U SUR.. SUL, SURG- ev 6 SDHR2T4QOi SL)HR27614, SDHR31400. SL)HR31614 SUorig.Dr1ve,,5DkP Combo-Hoad Screw 12 DS 1) wall stop -14 LFrA 911V1 to �416�ari� heights ranging. frcrm3-j1j,'6?1 to I MIN'— ry Lig hir Floor:Tje Anolhor 7 SDS25t 12; SDS2�51,5_4,81DS2,920C, S082521Z SDS255001sDS25'3121,SDS2641 2. Stronq�DFiva SOS Heevy,,Duty Connecicir Screw 18 F04; �FtS Framing Clips 15 LSTAP;L�L8T6Lj2'- J_f�-FA161 LS-17-AlS, LSTA21, LSTA�?4, LZTA:30j LSTAae Straight Strsips Concealed Pan go verijor (SURd, SU Lit) iivaliiable. for 611 double 8Dk5EU: SD825500, SDS2580(1 14 FVVANT Fbun dation WAfl.Angles; 16 LST14R, L$TI1,3 str ardf4Xmdo*on a eftqgois_conoealecl� Jy cut 8 SDS�V I iss;, SDS262008S, SOS 25-212SS S 2%0054_SD,62,5�1299 SDSLHeoVy _rJUty'Cormeall6r SS "crew 1:5 GAI - GOV Gusset Angles 17 LT142Q, LTB40 prlqgi�g 21 U so�ylesj hbrigem Farte-jrount hangers available in WdfM ran _41rig from 11-191te"to, �9 81DWF�7161 SDWF_97�0; SIJWFIkT-24� SDWF�726j SDWF1730 Slironi-PriVeSE)WIF F oor�ho4FIoor Screw 16 H2Aj H2-5-r, H8, Hi CA�2� HI 08, 14, HOA-1 0. HurdmireTiOia, IB LTsi 21, LT's. t 6S LT$1 5, LT820 Ll lhtTyoorap A 17 Hcxrz Heavy Qoricoaled JoistTia I OL MOT Madium Gircler-tiedown 18 HH4, HHi� Header Hangers 21), M$TV MST�T MST48. MS-1`6101 MST`7 2 §lra!ght Straps FLmO1507AS 1Q K'11-8'12" knee-PtaceStabilizer 2M NSTAg, METATI Y8TA1 MsTAIS, META24, M"?4,,MST-A30, f0STA3i3,, MSTA49 FL*toi§67� 20 L'50, Lw� L70, L90 Ari_qles� 22 MSTC-28. MISTQ*r M8TQ5Z M67Xt6, M$'rC16 1-14 *b I; S" 12" Name Produoit Description 21 LOE4- Post Cap 2_q wr�Aam, msiboeea PreBent Straps ;jUj Product ModeL Num bar or Marrie Produ�t DesciW= 1 AYRW8 ATR�l 12,, ATR1518. ATR34 Threaded Rocis 2,�, LS30�,LS50, L&70, ILS90 Skewab[6 Angles Ms evallalo le in widthis ranglng-froM 1 -91161' to 7- TJ2��, MSTIS6, M$T14&, M87160, MSTIT2 StrsilghtStraps 1 BA series hangers Top flangehangsis 2, ATUD5, ATU.08-�,ATLjDg, ATUM-2, ATUD9-S, ATUD1 4, ATUD14-2 Aluminum Take-UcDevice 2a LSCZ '29 'MTSf2, MTS1 6, MTS`16�,MTS20, IVITS240', MTS,30,�MTSSX Medj0MTW:st'Strgp from 7-VH!Ao,3Q`. 3 16P.W6-2, W12, SPV27'�, BP5/a-2, BP,516-3� BP I V4,bM/4-3,BPRTUD3-4 Bearing plate$ 24 LS&Q8LZ,, LSSJ2�$RZ, LSaj2%-Z,,. LSW26RZ, L5SJ214Lz'1LSW21`0,RZ FjqjdL Adjustoble Jack Hanger '2$L NCA2�io-i�, NCA2x`12-12, NCAa&-16, NCA2x10-18, 4CA2xII-10 Biridgirlg 2 WBf terieitiiangers Topfli 7- JL/8'�eM 'hejghjs14ngjrgfroMq�jj4!,Jo� � A CNW%8_ CNWVZ CNW5�8, CNW3/4, CNW519-112, CNWV4-V8 iZouperNtde 25 LSSR1 61, LSSRV � LSSR2,31, LSSR2,5a. L89R210-2, LSSR41 0 riLld Adj,,.UbL-,Sk)pLabfel8keAob�-- H.rqt, 27 ROW21Z RCWS14 Wall Bracing' d 24� 5 CTU05i, CTLjD85_, CTUD56. CTUD75.,CTQD?16, C-TUD77, CTUD6T'CT_U08& �CTUDW, Coupflng`TaKe�Uip Device, 2r, LTP4,LLjP5 -F* Plates, 28 RPS115, RPS22, RPS28 Repa`rP fro j -We_Wap 3 VGF series hangers mi,AJZ'to�3- �CTUIJK CTUD99 27 MIL42, 4242, ML252� M 1_28_7�'ML21 OZ Atiplas �29 R$ Stud to Plate 00 �,to 24t,. 5al and fteights ranging frornt-04 0 N3; N4j K5, N$ Heavy Hax,]�Ul* '28 MMHO Roof Tlo­Dw� W SPI,,SP2, Sp`4,,SP`$'ZP8 StudlplartsiTie 4 �dHF tiiarlos hangers Top.fI&hjo:h0n9ersAVa11abIe !it �,Vlidtht ralig-ingifrom t-31VIO. 7- � RTUD-3,1�T�UMB,ITTUD4, RTU04R RTuQ§, RTUDE, RTUD?f RTLJD5 RatcheiJing Tilkii-Uo De�j� 29 fAMHC .31 'SPH4, §PH6.,SPH0, Hepyy-SWO PjaieTte -8, TUD� Take.Up Device 30 MMLIJ:�05,MMLU26-2, MMLU28, MMLU24w:2� MMLU Foce-Miounit HangeTs 32 90"SS4.5 SW d Sh Ore 6 EG5, E07, EGO -,series hangers Top flange hangers, evoll[Alo Is jjqv�idths ranging from 5-114" jo 6- T _2j0,MMLUI21jMMLUl89, MMLU1311 P Wash RqqP Roof STg,,ST ST,0215� 2?4,,- T WS`,aridherights rarTjjThq fro IV'to,324/9,", 9 TUWq8 '31 RBt,. Bturidaryclips 135: 12, S, ttl�,STQ2� -sT292, ST21'22,�S�2115. ST��215 ST6 s4236 Straight 5traps M T 10 LJR$3 we' uiplft;;�od Run Tiedown System 'K RST-,,3,, RoofTWDpWrr �34 TS�b. 7627, T134,7836,T130,78415.-TS5,41, TB56t TB6D TdrsidrfSridging 6 EQQs0es hangers Top flgrige,�ionLol�.F'�QVj4'1'4bl,lg,lr",Otlths ranging from 11 URS:4 112" LiPlIft Rod qun Tiedown System 33 RTCM RTC42, RTC2Z, RTCA4 RfgId Tle0orinector# 15 TABJ0, TWBJ!2,`7WRj4 Wall BMIAng 114"and heights tangingfrom `f1­1f4'to 32' 42 URS5 5189 Uplift Rod gun Tiedtpm System 34 ST_C� STGT. QTG. �HTC4 TrussClips 36 VaT, VGTR, VGTIL VariatifePifoh rirder7iodaYm 7 QLS series bangers, Saddle. haTigem ovalilable tn:�-Adthsrarginrg from-371,0' to 9-7-Ml 13, URS.6 M" Uplift Rod Ra n Tledown ��Ystenn 35 TJMI, TJC57 TrussJaok Clllr� V WM 00, WM 5601, W 5120, W_1 26 C, WB 14 �C Vioall Braorigr, an6h0ights, ranging f.rom,8-V2VeJ'2V'_ 35 22, Z4, _Z44 PAPel-stioilerr Clips, 8 QLTV iserl" i4a 'vaila0leviii vyi m -1101d ToOflkige pe" , dtlistafigin, fro q I T_ I J,�Lto 32" gL fill tqrftl�argqrs Topflange'bongersevallable rt�,,idthsfargingfrqm J-Gr/,16j�to7- FL#1 W_ "1­ 112 " and ��glp his ran ging frdmWffo_1�01! gkgA -PrOtic-tModel. NCMI*rvr Name 'Pwduiot Desdriptron PLmducitMIM.'Numb-ariorNarne from 6-04"to-j3�7V I DTT2 Hold-down Seq * ProdittitModel, Num bar or Name PrudurtDestrll)tlon Concealed hargers, and+&Ights�anping frem I OA �Z'to 213". HDC1014, HDC1 U/M Hold-down 1 AHER Adjustable Hip. -End. Connector 2 DIJ,UrHu, bHLITF series benigem Face-rnwrit(DIJ, E)HU)end top-tange,(DHUTF� hangers, 11 HGILT series hangers Top flarige, hangem avAllable.10 widthis ranging,fibm 3-'l le to �5- I e in frorn, I to.3-9/10" and heights 7�3" orid'heights V -1-a'to 32' Drag StraCtinnpclws _4j 'In V�ldthSrajj I H0,0ajHHDQ1 1, HHOQU Hold-down 2, DSC2P._S0M; DSCRL�siDS$4 DSC6L_SCS3 gl�L3" ongiqg from 7 4 HN&, HQ(U4 HQ05,HIJU8, HUU11 HDU14 Hold-down -1 Qatnad ararob corinector- langi gtorrig-1/0"t 13�15h& it) R 12 HGLTV series hariVers. Top flange hangers available In Wdths ranging -from-3-1 14" t6 7- 5, HPA2,si HPA3_,�, $Va0-*t& Purlin anchor A HGPI,81, K.P2, Hr_P4 Kro Corner plat �a HGUZ�,eS-SID0, HaQ5,25-SQ�S, HGU5,.5Q-Sll&, HGU5.62ZDS, hIGU7jQQ-SDS, FIGL7,,29-, Fod&rn6ullt hiapgors, 114" arid heights ran1jing,from i 4'to 33" 6 LSrHD0. �ILSTHQBRJ Strap-st -down 5 HHRCL�,Z HHRC42, HHR,042-Z HHRC411 61, HHR044; HHRG5�2!Y-3,"­HHRC5.a-fl5,1Z Heavy Hip to RiO§e Con'Rectcrs SE58 HGJ9a0-8D,9 15 yle hrolcl H IT te dies h a nge. rs; Top in vvidths ranging from 2-5tji.5­ to 3- 1 MASA, MAsAP Foundation H H R,066 4 RGUS seriet hmosws FAcearno.0thangersayallable in V00ths rarigIrig,fforn 1_5tV, liol_ 9415",orrOl heights roAging from 18'fc 26'!- rig from,§ -VI Gt' to 1 z mjpAo�, MPA144 Stro -stylepur[jrian4hror 151, HRCZ� Hip RldjeZ6mrpctor ml,, ad&�heightii rogin Vile 14 H.P�iTF's6rif,*JhOi�ers UP flange jbisthar 'q P widbisranging frbrr,_-_jq8"td 2 PAI 8, PA:23, PA29, PA3�. PA51,,PAG6 Strap-Oyld purlihLbnehor 7 LRU26� LRU28 LRU210, LRLJ212 Ral 3-g/1 0! and hei- ja n 5 hHdU,125-$Q!3, HHQU65Q�SDSj HHGU562�SDS, HHGU7 QO-SWHHGL4�26-SDS� Pocearnourthapgors ghts i r�j 0 fro -30'to 113 FAII,$, PAI23,PAI28: PAI35 Strop -style puilin anchor 8 1_802%, SSU28, US.S421 0 Light $Iopeable/�Slkew 15 HUTF HUCTF iseries 4angers Top flange hanjpTs-.av2i(abIe in widlins ranging fiQrn 1�511V,to 5- able LJ Hanger 'STHLQ,10,$THD1 ORJ. Slrap-style hold�down 9 TBE4, TBE6 Truss� Baa�jrfq Enhancer 6, HHUS�6-2, H,Hq,928-,2, HHUS�10I-2, HHU544, HHU$48, HHLJ$410,,HHP65_�10110�� Pare -mount hang are jf2" and heights ranging *fiom!5-7/1'e"to 1��' Concealed flan-ge 12 sTH014, SfHD14RJ Strap -style ITold-down 0 TCZ4, TC26 T029 TrussClip 0 HW-§-/ 2511 0� vorslon,�H 1_10TF�441018161`_All Models havinqWdib 44ual'to or 11 TFtA2�qTHA2f3,THA218,THA21B-2.THA2:�2-,2,THA41�,THA418,THAG41$�THAA22. Ad'i qs�tei Truss H anger 7 H8UR, HSUL, HSLIRC, HSULC series hangers SWwedf6ce-nriount hangers available Til widths Tanglill lifornt- groaterthan,2-9/TV, THAC422, THA4-26. THA42 , 2-�, THA426-2 118" to5-118" and,heights, rangingfrom 4-V4"'t. -15-314!1- is HWP series hangers Top f1wigehangers; available, In voidths ranging from I �QIIEr_to 7- 12 THA11,01r412, THAT2,06f22, THA)2,1122, T HA122 AdjueiabtaTnjs�&HAqer4Ize4 for Woisis . rico.?1gd C) a�ilabiefor all THAI,32�, THA13522; TRA1422 Go (HSURC, HSVt 118" arid frbmZ_'3J0'j0L,28' 15 THAL,42�, THAR42-2 Skewed T-z�jsjs Heriver d6ubiq29-prid 4Xrrodals; ortly 4cutaflalge iscon6ealed- 17 HWIPHeerie:§,hang m top fterige, f a rrom I to, 7- 14 THJA2§, LTHJA28,, LTHMA Mqltiple Truss Hangers '8 M�, HTL12% HTU21 0, HTJJ2Q-Z J�TU2,8-21 -HTV�l 0-2 Facii�rrovrlt Irimigers IJ2"and heights ranging from 5-M"ic 521 15 TH-�W24A_SD8S, IHJN12-5,8083, THJI_126, THJ�23V Multilple Truss,Hangpis 9 HL,LHUC series hangers Face -mount hangers a"ilable.in -widths rahgin,4,from 1-911&'to 7- 18 11`�_ series hangers Top flange hangers�available in �Ahdths ranging from 1 -gl`1 6"to 3� i(� T813R2-24 Ttuss Spacar�Restrklnt 112" and heights fsin�ghg from 2,7fW to 1,4-14'L 0oncealel flange 510"aridbeig his ranging froiti'&l 161o, 16' 17 VPX�, VPA25: VPA,3, VPA85, VPA4 V I arlable FftGh Con nedcro -YArsion (H' Ut)LaVailabiqforall nipools �Ihovinq width equal to or iq do serIOS hargerS 15 VTCR Valley Truss Clip, Top N-nqe hangers ayalla6lelh width&1,9110'ghid heights rstoging 7-114" 10 VlJacil B119-glas, HU001 HP.0O210-2-SIDS, HUCQ210-3-SOS, HUM$j 0- Fam-wourithoogers 29 JRAseriies hartgers; Top flange havirip(s available in width of-I-Stlir and heights-, SOS, HUQ.Q4`IG,SDS, HILICaMISDs, HUt,�QS_15/g-SDA HUCLQ610- raqihj? frQML 9-3A V��' j 3-1 IV L S DS� H U C'Q 61 � �,tp S Cn Simpsom Strong-Tie2020 F8C Approved Products Updated 12/30/202� E= Sirripsm Strbing-Tie 202D F , BC Approved 'Products Updaved,121=020� Simpson'Strong-wTie2020 F8C Approved Products Updated 1213OW2�, T Simpson.StrongJje20 - 20 F8C Approved Products A0d,Wq*,,CL CK HE&E. For drect'linliTt"ll-SST approV s listed bolmle, CLU HER For direct link"rrall $;BY approvAq 11, 'For directink5"to-all SOT approviph 14ed W!Zv. CLICK HER 0=1 For addilonal information to I Product -Approval SWmm a0d Warni4D;ille County Notice cfAt;oeptancetNtL_"_&L=1 For F Fotedr(ItforialLinfonnatipir Fegardfris; Floriclas,11tiklewice ProduetAporpyal System itni:[ MArril-Dade tounly, Notice ofA=e;tancii,(NbA), QLL�;�A 0 21 LE�wriei?,�*,hqgrs FL#1 1468-135 16 S)LBV1;56, SILBVI 761 SJLITV-2,06� WLBV2,37i &LBVZ56, SIL BV2,88 S/LBVa,1 2" Top Flange Joist Hangers Ad hez;-Ive An;horfor r.orforeto 5 5ET-AP ranging frorn 5-30' to 15-118" SiLBV,3,56, S1L7BV3.62­9jL5V4,di, SILBV4, ",152. SiLBVC29, SILSV4.,17Ei� S&BY5,60 6 StrongwBolt 2 (STB2;STR2-4 -ass) 6"Tring-Solt 2 Wedge AncKorfar concrete available in parb'jon 2-2 'JLI3AZ,*0hwNngeir# Top 11ange,habpers available In w[dth-ofl,-911 6" and heights �AW Produat ModelAurriber,or Name *LTT2C_, *M?Z, SfHTT1141 -HTT-44 HTT15 Hojdpwris� swel and Ty pes'304and,310-stainless steel ranging f6n�a_3n�,,io 13-1je 1 HHU,9210-3, HH U�921 O�4 �G -SJ]41§t6G, 61MS772 Straps twmil �j Qqpq_-� 7 - ritel HP,�71­11t* THD-HMaj THD-`H<lS, THD-IVSS.JHD�08, T��,O-tk� Therr Ht Hemtj Doty ScrewAnahor for o9ndr0te4nd mas'arif ry '23, LE'G3,,LEQ_5, LEG! series hangers Top flange hangers ayallable 16 wilthe ranging ftom �-1 14�'to 6- 2 HR,%, HK58, HR812 Sirap Ties '21 8144_�ZPIB Stud Plate Ties avalislole with ha�z haa4 to carbohrttbel AnoTio0s,304 ond,,W 6 CIO 7M` and heights ranging from 9" to 33-117' 3 HiJ�210-2-SnS, HUC 10t3,SDor, HUCQB1Cr �DS Joist Hanger- 2"P ssp� Stud Plate7les stairiless-steel,bf-with cLountersmnkhead�int�efbons*e,ighI Q21 Mp,; TSP' 24 'MEG5, MEW a eri� 'hangers Top fia�ile�wgers aysilable in vAdths ran g,f THG r�t . singe 23 StC.'ad A THGB1,TH05sjHG8HZTHGBH EW4, 40i H r Truss Cho Tpe 31� staffiless;steel 7113"an'06ights rarigingI from'9" to 32-112' 5 74,160��SDS3, THGi��SIYS4,5, THGQ142-SDS�5, THGQH3�SD843. THGQH4-SD'S6 �oisl: Hanger 'N T=2� Tfuss Brace Oiagcina) 8, Titen HD'Rod Ocuploi, (THD1763AR0jHD50934Rt) 7Mn RD Th readed4kiodtouldler for concrete 25, 'MIT selles hangers Top'flange hangers avallable in Wdh$Lnurging frorn 1-9/1 5!'to 5- e THGW3-3, THOM-4, THbW4-Z,,THGW4A Joistheriger Z. TX�37 Truss, JacicCornector V Titen, HD Tilr#adecl Rod, Hamer (TH0825168 RH, THIDS3.71 5�RH, THDZi72i nH Titen HDThrbaded-Rod Hanger for concrete 118" and heights ran ging from 9-1 14!'to 24" TI,4P5M34rZH, 20z PFi, PFB.,­PFD6i PFDJ5E3-serIe5 hangors Toj�fjabge hangers available in *c[thcT IVIVI arid bejghtt� 10 WEidgo-All �VA� Wedtoe-All ArIchoffiormasoory ranging lrorTO,-313" to 7-116' FL#1 44710 FL*13904-,R5 2T RR Ridge iaiter-�ormpctcr �28 WP setIQ5,harigers, Top f1thge,ntingersr avalloblelft woth , S ranging from 1-9/16'to 7- Stici X Produict ModaL Numberor.-Narne. Product Description FroducAMOdel, �um 118" and heights ranging 9�114" to 32". 1 DFW�Qt Doybiil, Embedded Truss APictitir I Q�'%iq:152-561ZH CT Mq_62-SDSG, 2. FGTR,,FGTRHL, FGTRHR Girder Rett6fif Anchp� 6MM4, 6��96§Gj 6 Yj.� �_SDSG. Sea # Projurdt Model, Nuntbbrgrnkarne �3 HI-6, HIBS, Hli�--ZS Harticapi-Te ct- 'OT-AP kT-XP High-Stren9t, , h AcirylicAilhesive for conchele,or malsenry 4 HFFA12, HETAj6.LHT_-7A20. HETA24, HETI.A4C Itrobadolod Truss Anclwr -2 KGLOM3.62G.K�' ECLCLQM4,ti2G-KT, EQCl_QM5.50G-KT, ECCLLQMD3V&KT, MmrityPleir Caps 2 ET­HF1 ET -HP Epoxy Ad hasiye, for masiphry j3 HEFAL12, HETAL-10, HETAL20 EmbLdidedL'Trussi 6nolmr ECi3,LLQMD4Z2G-KT, ECCLL'�MDS,50(;�I�F, ECCLRQM1D3X2G-K-(, ECCLJ�QMi)4,152G, __XP -X -strength Epoxy Adhesrit -for irmsoory ;I SET SET L PH J9 h Product ModdljurijbartirNarn4 ProdUct Descrintion 6 HGAMID, HM9 Masionrylitroftcohneefore XF, EQPLRQMD§,5QC3-KT A ($T,82) 81#Qbg_Soft'?,Wsdge Anchor far Masonry I ARA44; ASM4P KBA46, ARA413R: AaAB& ARASSR Acijusibblej- , ost Base 7 HHETA16.. HHET-A20t HHETA24, HHETAcj: He4vyEfirrbedded Tru$1sAnrhcr.- 3 JHGUMS�25� HGUMS-5C, HGLJTv17',00, HGUIV17.25, HOUM9,00 Heavy Masor" Hangers 6 Tllerf2 ITTIN , 2 TROn 2 S Anchorfor ConcreL& orew :2 AB(J44,�ABU44FZ,,ABL*,ABU4�R,ABU5.5:ABLJ5-6:ABIJ65,ABU6diA8U �R:MU;58. Adjustole Post Base & LOT2. LGT3wKfa2 LGT4-80s3 GkderTed� 4 LGLIM26-2, _GUM26-3, LGU`Mft0-4,-1LGUM 156 26L2, LGLA28-3, LGIJM?,�,LGJJWJN24 Masonry Beam Hangers jitan HP fTHD�H4$s. THb­H5S$, THQ-CS6Ss) TftenHb-He�vy,-Duty,5croWAn�hertbr concrete avall'abje Tri,304 Cn AMQEft, ABIJ1010 AUU1016R., ABU1212,AE;Uj212R 9 LTA2 LateralTrUss.Anchor �G � '410 hexrfload. and stee-I wfb 10 'ore Anchor for ounprete or rria�soory ABW,4,4Z,, ABW44RZ em B W _TAIZ META16, M -MBHA2 -g�5_M AS t PRU MOO nend� ABW46ZASW46RZ, A 6Z, A W66RZ, AB - -7 Acljustabie;Ptst Base E�,ibjMETAZO, 5AET!�24, MErAzin, Ehibedd6dl Tfutss An chd( 5 M13HASAN4,�S, tvlBHA�112JI1,25, M914A��581k� BH �5wi ?5, MasorryTop ge Beam Hangers A _A04, AC4R, Atr-4,A06, ACOR, ACEO Post Cap 11 MSTAM24, MSTAWS, MsTcM4n, m,9TcM6D Strap Tie for -Masonry 'M MBHA3,5&j4, MBHA3.5)5Y18, M8HA3,58A8. MBHA5_6Qf725, 7 TilenLTurlbo lTNT) 71tariTurbint W 5 BC4, BCO, BC4P,,BCS, Bcek, BCS, BCS2-2/41� BCS2-316 Post Cap 12 MTSMj6,LMTSM2q, HT8M1'P,,HTsM20 _71VAst Strap, for MasGnry MBHA5,�",25 . MBHA5.5W,1i M13HA550fid, 6 GB_44L��CB'40� 0134a, QS68, CBa8r Embeodded Col�jmn Base 1 0I3SG44-S0kXB,5W'­SD82, CUM66-SDS2, CBSQ86-SPS2, COSQ86-S052 Embedded Column Base tir -MBHUWW9.2,5, M131-10.5W1.25; MBHQS��011 1�es, MBHO_5014, MsHussvlo, Masonry Searn Hangers 9 00, SM, FOCU Series Bolted =Wimn capisvft W1 ranging from 3-14'to, 9-117-and FL#tj49rR6 NsHm5w* MBHLj�5�66m�25� MBHU5.'50/`I1.25, M9HU5.60�1i.sa, maHus,,5q,114, W2 ranging firim 3_W8" tolij�` M51-1115,50115, MtHU550118 Sea X Produdit ModO.NumbergrName Product, pe�crlbtioni :9, `E=Q-SDS2�5 Series ScravYed oolumn capi; With W11 ranging fforrLS-114" to and Sea # PfoduttModo]. Nludiboror-MIMA Pradtict.Destrintiort I X34B1 01a�KXJ$1016, A BI 016-4K_,XQ1,S1 01 6.,XQ1 B1 01,6-4K V rangInglillorn 3-518" to7-1 , J2` i Dfriz 01111, For" Pi) r#ws with ��417122AXL 114S1 24-2K 10 (�F,144Z, OPT66t, 017178�Z Concealed Post Tie Base 2 H�­Z 14019 Bolted How9wris IFL#13916� 2 XLQ1 Larga-H,04d K,4'aW $0,Prillirrg. Tepping, jil LP944.A� EPB44, Elpa4ti, EPBC56 Embedded Post Base 5 HQ35, HD55, HbI713I H0913 Bolted ficildowtirs SOrewi;w015 Drill Pointrand Large DrameterHex WasherzHead 12 tps4r Embedd ed Post Sase 4 HT�4, H775, HT75,314 Taneiibrr'Ties 9 ProdUCtLIvIodil, Nu m berror NaMe Produ�&Qesctiotlon �=l 14SI,224, XMQ1 I 4W�Z24-21< 412-24 Metal 810,0flillng, LT719. LTT2,08, LTT131 Light Ten"[ ir Ties I $DW2230Q�SIJW223U,S WOO. Sj�W=n� Stror;A3t`iv0:i50W EWP­PLY ontl "V$5-PLY Sorey.A Tiijppirra l5oravr. with,#5 Drill, Point and Mod)UM Olgnrreterj­le� 13 LQE�441LC866' Embedded _W�mri Base DW224,�S, $DW22455� S�DW22500� sOM, > 14 LOCU, LPc8z Lght,PostCap ADV42634 4 )(0114$,12241 XQ1 14B1,224--Z6K XJ'JL4, 51224,XQ112Sl',,224.XQII,2Bi224-2jC 0 15 ;MP8447i MPI366Z, MPS88Z Moment Post Base 2 SDWC1S45Q, SIDWC15600 strong -Drive SOWC TRUSS Screw ID11111 Point Pos 16 PB441PFAR,PBAO� Embedded st FL41,1628-R5 �q SDWH19kQP6; SIDWH-1,94000B, $DWH49%QD9,.80WH19800QR., SDWi4W1000QB sitrottg7D ER­HEXSore�-� ZL XVMS1010�-XU3AB10104K J6 Strong-pr'lV6 XU Melal,aelf-Drilling,. Tapping;,$crm-&vah PBW ;jvaSDWHTIM8 #10 1T PB$44,4, PSS46,,PEfS66 EMbedded Post Base 9DV%-f27jQ()0G,,SQWHZj2D®rt; Sirpn9�13nve,9113WIH Ti �EXHPG'Sbp #I Drill Point Kf3ER,rH is PB�Pavio Round Post lkase Seci# Product Model. Number w Name Product Desceintion 5 SDW51621J� SIJW416300, SOW8101 2, SbW$1 6400 FRAMING Screw -19L PG44 , -TO, PC46,-16, PC 1 46-16. PC64-16, PC68-18- EFC44-16 EFC48-1b, FP048-18, Post Cap 1 S851&24, SB71&24� .81311 k,M 913 Arichpr8olts 6 SDWS19800, S 97i2�.SDVJS22ADO-SDVVS225WSDV.VS2251�, SDW,9225 Strong��rrvesbWSTIMBER Screw (Interior Grade) I X < 2L SSTB1,6, SSTB23, S�STB24, $ST928, SST8Q4, SST81iQ, tSTBI 6L, SST820L, SST824L, SST&MOOr Boltsi SDWS2"00, SDWS22900,'-S0WS221QW, SOWS221 1,%. SDVVS�2j200,,SDWS22j 500 5$TB28L 7 ,20 PNZ-;,FCAiR4 PC3Zj PCORZ, PC&Z, RCaRZ EPC4Z. EPC4RZ, EPQ5Z, EPCaRZ. EPbSZ. Posbcap SDWS2250�138� SOWS22600D5, SDVVS228001)8� strong-corive snWSr,,IMI3ER..13qr,-W (Exterior Giaidb) EFC,131RZ Sea X �ebafrct*odel. UurWbtrgrNwTie Produotpftmawtion 21 PPB4"Z.' PPB4-4-6Z Post Base �IDWS= f2o 213,:PDWS 22512OBB ClutdcOrAccents Structural WWd Screw 1 06SC-848., DSHS Bypass Frarn ing 04tZbrot Cbrirfertor -8DW S 7 OUS �0 S OrlVi�.SDW8TIMBER ssiscrow 2r ,22 -RPBZ R6trofit PostSase FL#1387ZP,4, 9 ­927800$5, SQWS2740(JSa,, SDWSV500SS, SOW 2,6 S�SDWS2T 0 S. Strong FG1343-5, FCE45�5, FG647J5,FrB49,5, FCB411.5 1, lFPHSD34S,161b,.FPH8 FFHt30!54BJ Clle�5KFPHSIJ�.461214,, 00,10,and, sociX ProdudtMdd9lNutftber.orNahne Produdit0o4arlbtlah 19, !40WV13400 SOLEJO-R ' IM Screw FPN$D-�4,B1244, F1101,15M,491214-51k Drilling, Tap ping Screws 1 LSFC2-25. LSFC4.2a, FL#LW6_-R,1 'MST12Z C.MST.,14" CMSTC-10, C814i CS1115, CS18; CS20,01522 Coiled atnapp 11 STN22 CutdoiorAtcents, Hex -,Head Washer 4 LSPM25 SFC6,26 Steel Froming; Cgrmemr 2 HR_56� HRSB HRS11, FHAS,'PHAR,94��1,2L,,, FHAla,�FHA-24-:FHA�3b,,MgTj�e,,m,�Ti5j3� $trapsgl- h1il, 0 g a) 5 U��4�2�, LSSQ6,7 SS Steet Stud Qomiocitdrs Product Modej.rXUrWIbbr or Nam Product Description M$NQ., MST-160, MST)72. SiMST2,T SqhilSTV. MSS04�26KW_MS,906 2$KW 'TS3O� HTSW - Heavy-TwistStr2pt 18 RCKWS, RCkW55,'RCKWT5; RCkWS�. RCKvV5A5$ Rigid KnOeWall'Connecto riA, FsA FouridatibrfAtichor -3 HTS16, HT820, HTS24, HTS�6- H -C (D 2 �RFP FlaE Retrofit Foundation Plate 4 LSTA30, USTA:5a, LST149 LS1`173, MSTA9, MSTA12, MSTA`1�5, MSTAI:8, MSTA21-, MS7A24 Straps 45 rfilf (jj'E� ga)� 7 S01345.5i S01305, �SQB47,5,8(31349.5, SCS41 1.5, MS0,5465, MsOB47,5 Bypass Fram, h $1ide-Clip 0drmedor 5 LsTAP,LSTA12t,LST,�ltl� Al U) 3 �QH40,a,. QI­146�81 GH48-6, G1446-0, GH410-.6. Girder Hanger 1ST Straps _1�3 rall,(20 qa) Product Model, N.11=6vor Name PixiduglDesalliotion 8' $CZ32�6197-, S �)97 2-51118, qS0 sQS62 Bypass FraImin;4eirinectar 6�OHO -0 OH41CY-9 6, LSLiel-13-25, SUBHa25. M-SUBH5,25 Cyr Asi, 1�4, �S in 'AS I SS $CY14M SCMIS Hoad-�of Con naotpr Cz 4 QLB5A1 Gl_a5B, GLB5C GLB15Q, GLB7A, GLI3715, GLI37C, G L87D Glularn Be6ring Plate 7 l_TPZ Lateral Tie Plate 2 AS 20HS 2130 Hid h OtrenothWust Plate 81 '41 SJCI 0.25, msica Msjcno,25 SteelJol Corinktors GLI�Tf�12-,OSLT-tl�,GL2TSI&.iaBLT6i6.r.LBT520,GBLT�20 Glulam S64*0 Plate a I-Tsift.-LTS16, LT�I]Ei. Ltszo Light 7wietStraps 3 AS�1�0 2QLqa:,TFwssPIate 11 SS83:51 8 Bypass Framing Si;de;Cllo Stfut.Corineator Cn ,i5 HdILBA, HOLSE, �01�-% HGLSD Heavy GlujarnBearing Plate 9 M STA W., MsTPZO�,STU 21 ;2 4, sTQ 5TI 2, ST-1 6, STU, MSTQU�, M 0, MSTC52 Straps 64 mll (16 P) 4 �$HF STC4 Hinge Plat* Con necrtor 12 XLSH��41BI 4,1`�-, �LSI178131-414 #14­14 $trorg-DriVe XLZ�H SWIdered Self-DiJillirlig, Tapping Heavy Girde Tiedown ptrapst6,3ril (14 gie� 14167-2,14(31A H 10 Ms 7 dt- 21- r �TC68, MSTC76" vrff�sa LIJ ,& LFPib 11 MTSI 2, MTS1 6,: MTS�l 6, MTS20� MISSO MTS24q MT880C MecIiUMTW%tStraps 13 78�0224_314, Universa I FbPrydartion Plate if-Drillin �g, URFP universal fks�otit rouh dation Plate 12 Top Fla ngie Joist Halnger-�§ rLM14130- StS 1 412­14B4.26, &BAI-Ta� S1136,50 Xt8401 6,'X1Rj016.4K,,XjG12j 4j)(1T121445K TallapIng Sci6yrl SIBAZAVIO, SIYAIIV12� _1VBA2A2ii4, svw.iMt sjgA4.181% Top Flargo-J61st Hangers JiMl OradudNodef. NIVnilbgr bkrNarne PriadudtDosotwition, VBA*�W12� SJ13A4.18114 I M HIP AdhWr�a Ancii6r-lor concrete, z 14 SIHIA HurricaTieTje 2- GAC, GDP, QPPM-60, GDPMq5, GDIPMA00, GDPS,�GVV-50,GW,7&,GW­10U,.GTH fasteners and asisernb[les 15 S/HP1013, SJHDI�SS, SYHt�15�3 Holdcwrti�, �PDPA, PDPA-k,PDPA-M'G, PDPATI PC )PAT-�Kl WLP1NWP.PINWLP-W_P0PAWJ_, Powder-artuated fas s� 0 SsLmblfe PIN 16rileys, throa'dec.std nd a s z z 10 StH DU4, WHQUU,1,-/HbU 9,,*H0U1 I 1716100wrio Ipl70AWL-M(A,PSVL3,, PSVL;�*, FfdLDPA, P0.,Lr)PA.PTRHA3, �R A4 PT H IT S1JCT1 S/HJQ7 do ist Havogtiso 4 'SET-3G SHEET NO. PA 1.2 NU //T_1 L IECO tNc\- TILLIT TESTING & ENGINEERING COMPANY ­__­­_­_ WAT �-Jt A,TTLUT,JR.,.11,15, eta Z 1401111 , vl.��!Lwv. 441477, �L.Ll-�K'N',K)eiTly I PRODUCT OtALUATION REPORT REPORT NO.: 20-0728.01 DATE: July.98,2020 PRODUCT CATEGORY: Shutters PRODUCT SUB-CATECIORY.- Storm Panels PRODUCT, NAM Ei 2o GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Pixitil0lan Produck UC, 4600 &W. 61 Street Davis, Flarida33314 1..,PU 0SLOF EVALUADON; This is s'Prpd,uct Evaluation Report Issued by Walter A. Till It Jr., P.E. (System ID # 190P) to the Global Protection Products, LLC, Rule -ChAptet No. 61 320-4, Malthlod I 6 of (he Florida , Department of Sualness And I Probsigional Regulation. This product is being Issued an Evaluation Report as described herein, and has been veriffied for compliance In accordance with the 2020 Seventh EdfilDnof the Ploeida Building Code, arid to verity that the product is for the purpose intended I � I - at least equivalent to that required by the Code, This Product Evaluation Report shall be subject to review And revision In case of a Building bode change that may affect Its limitations and conditions I'Lf-VIDENCE SUBMITTED. 2.1.,PRODL!CTMLU �TIQNDQCUMEN _.E.0 - j (_R_ _L Drawing No. 20-176. titled "20 GAGE GALVANIZED STIEFEL STORM PANEL", sheets I thru,26 of 26 prepared by Tilteco, Inc;, signed and, sealed by Walter- A. Tillit, Jr-, P,rE,; dated 0,712812020, This drawirtV It an integral pra�,,%Vpl�s, ' � Evaluation Report, 'q. ,A,%,,*,��'t?, A. �jje �,4, OV-111 __. /,).,!*, I- " ., 4, � ,,,, - V, ___, r__,L__, ", 0GEN,2'.. I . _ ___� �. , 1, , ��_ _ e -,,� - ... � .­._� I . _�� . ­­ - ' _�_ I - ­1 No, 44167 -. " I - ! � .1--4�4­4*'. * �, 1, I a; ­qt ­­ - . I - � s-.2'. ­11"'i, ..7�r , 0 'it �5 1 .4��, 40F 113� - J'11:� ' ­".�'.'O"��.Ir ' ­�;�N, 635i,5 MW 36th StMet $ulte 305, Miami, Florida. 33166 - Phone, (3-05) 871-1530 PR0DUCT_01AktAT1p,NREP01CrN0. 20-07=01 2 , __ 2.2; TEST REPORTS.; Large missile Impact and fatigue load tests were performed under Protocols TAS , 201, 203,4# per section 1626 of the, Florida Building Code. Uniform static loads , I as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, lnr,, Reports #'96�569 dated 08/09/1 996, #96-570-dated 0911811996, #915-1`36 dated b912011996 all three Etigned and sealed by Hector,M. Madih, A, , I P.E., Fenestration Testing �;aborafory, , Inc. reports# 2032 dated 0411611 998 and # 2126 dated ID/0611998 witnessed by Gilbert Diamond, P.E, and Report No. 0219.01 -0% dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattern, P.E. Tensile test report No-DICIIIII-197 by QC, Metallurgical, Inc,, dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2-3. —STRUCT11RALENGINEERING CALCULATIONS, On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design Wind load, as well as maximum ancharspacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 161 6 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11103/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., P,E� 3, MIS,JILE IMPAGI RESIMANCE: Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. W D LOADS RIESISTANCIE: 20 Gage Galvanized Steel Storm Panel his been verified to sustain wind pressures. Maximum panel length shall Was indicated on sheets 8, 10, 14,15, 16,114, 25arid 26 of 26 of Product Evaluation Document (P.E.D.), drawinq No. it 26-176. Maximum Anchor Spacing shall be ar. Ind , ated on sheets 8, 9, 1 0, I 1, 14,15,17,18, 10,20 26 and 26 of 26, of Product Evaluation Document JPA:D.), drawing No. 20.176� 5. INSTALLATIQN- Installation shall be performed strictlyin accordance With details indicated on sheets3thru 7, 10thry 20,23,24ant!26ot26, of Product Evaluation Document (P.E.DJ, drawing No. 201-176. Minimum separation to glass shall be as Indicated on sheets 8,14,16,25 and 26of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. GENERAL 0,3) IN CASE THAT PRECAST SMNE, DR PRECAST CONCRVE PANELS� STUCCO OR WOW BOARDS BE FIXIND ON THE I N&R-IMR-K-aw mis) OUSTING WALL ANCHORS SHALL BE LONG INCOaM TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, 1� STORM PANEL SHOWN ON THIS PRODLKT EVALUATION GOCUMMI 4P,ED_) HAS BEEN VERIMED FOR COMPLIANCE IN ANCHORAGE 'SHALL OF AS MENTIONED IN B,I) AND IN "� ACCORDANCE WITH THE 2020 Qih EDITION) OF THE FLORIDA BUILDING CODE (C) ������ILOCKI DESIGN WIND, LOADS SHALL BE OETERWNED AS PER SECTION I 620 OF THE MOVE MENTIONED CODE_ INC - 014-10 PANEUAITE FENIALE 10 AM FANELMATE PLOS ANCHOFr,, AS MANUFACTURED BY ELGO CONSTRUCTION PRODUCTS FOR A WWD� SPEED AS RMUIRED BY THE -JURWnQN WHERIE ANO FOR A DIRECTIONAUTI'FlICTOR Kd-O,ft. USING ASCE 7-16 ANO = -a T­.Cj-iN,-j,%—.�'.Sz) - 1/4*0 LAO SCREWS PER N.D,S� DESIGN PRESSURE RATINGS INDICATED ON SKEETS 7 THRU 12, t*, 15, 15, 79 81 20, - 7/16*0 A Sle WOOD SUSHINO, AS ERMISUTED BY ALL MW SCREW, 13W & WMW-Ty Ca, IN ORDER 70 VERIFY THE ABO%S CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 C 11 L41NIMUM TARCADED PENETRATION INTO WOW OF TAPCON ANCHORS SHALL BE 1 1/2� AND 2- ,OR ELCO PANCLMATE PLUS SHALL BE FIRST REDUCED TO —a- DESIGN WIND LOADS BY MULTIPILYM- INN BY OA IN ORDER TO AND PAINaMALE FEMALE IS, COMPARIE THESE W/ VAX. (A.SA>) DESIGN PRESSURE RATINGS INNICATUD ON SHEETS 7 THRU 17. 14, 15� IE, 19 & 20, C41 VINIMUM THREADED PENEIRAITON Or LAG SCRVN� iNTO THE WWO FRAME ONO $KAL L aC t 112�, NO THREADED 114 ORDER TO VERIFY INAT ANCHORS ON THIS PE,O AS TESTED WERE HOT OVER STRICSSFIX A = INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THOR'ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN PENETRATION IWO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREMOM PENEITIATION, ACCORDANCE WFTH N.D.G* 2DI& IN OO SKAUL BE AS R401CATED IN THIS DRAWING 'ST09,14 PANEL*S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VMIFIEO #0 ACCORDANCE WITH SECTION t626 OF THE ADM MENTIONED CODE AS PER HURRICANE ENGINEERING & TESTINC NC� REPORTS ad-50, 96-570 & 96-T30 AM CA) MINIMUM PEKMT04 OF WDOG SVSHM SHALL BE S/9�, 1/4' 0-20 SCJW*S USED SHAU BE I i/2- LONG MINIMUM FICKSTWON TESTING LA13 INC,_ REPORTS #2012 & f2128 . AS PROTDCOLS TAS-201, TAS-ZO2 AND TAS-203. SHOULD STUCCO EXIST. AND 11 MINIMUM FOR WAULS WIN No STUCCO, AS WELL AS AMERICAN TEST LAO Of SOUTH FLORIDA REPORTI JQ219.07 ... 09, AS PER FAS 201. TAS 202 AND E 1AS 201 sTANOARGS� C 5) IN CASE "I PRECAST STONL OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXERK4 WALL, ANCHORS SHALL BE LONG ENOUGH 10 RE," THS MAIN STRIUMNF BEHIND SUCH PANELS 2. ALL ALUMINUM EXTROVONS TO BE 600-1Z ALLOY AM TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET, 2, ANCHORAGE SHAILL BE AS MENTIONED IN 0), 0) & C 4) 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHAILL HAVE 3105-414 ALLOY. (0) ANCHORS SHALL' BE INISTAILLSO FOLLOWING ALI Of THE RECOMMENDATIONS AND SPECTIC4MRS OF FIE ANCHOR-5 MASUFAC71MER, A ALL STEEL SHEET METAL PANO-S SHALL KWE STRUCTURAL QUAUTr STEEI_ ASTIA A-653 GRADE 5Q WNIMUIA, 0­60 S. PANELS MAY ALSO BE INSTALLED HORITONVALLY FOLLOWINS INSTALLATION U94LS 500" ON SECTON 3 THROUGH ID (SHEETS 4 CALVANIM STEEL DESIGNATION W/TY� 59-3 kvi (AFTER ROLLED), 1HROUCH 6) EXCEPT THAI WADERSO&Q) SHALL NOT BE VSM 5� ALL SCREWS TO BE STAINLESS STEEL 304 OR 31 0 AG SERIES OR CORROSION RESMANT COATED CARBON STEEL AS PER 9. IT SHALL BE THE RESPONSIBRM OF THE CONTRACTOR 10 VERITY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TD BE Iw YIELD STRENGTH AND 90 W TMSILE STRENCIN A[ SHALL COMPLY W/ FLMDA BUILDING CODE =13 TWUO ATTACHED TO INSURE PROPER ANCHORAGE THIS SRUT"I'M SHALL ONLY BE ATTACHED ID CONCRETE, BLOCK OR WOW FRAM,E 24 ,�A. BUILOWGS. 6� DOETS TO BE ASTM A-307 CAWAMMD STEEL, OR A151 304 SMIES STAINLESS W,EI WITH �W "I WHI61UM YIELD STRENWR W. EACH REDULAR STORM PANEL WITH LENGTHS OVER V-9 TIikWqH 12'­A% AS PER SWTION5 D. a. 9 & 10 AND ALTERNATIVES SW, sw & iDw ON SHEETS 4, 6 a IZ UCIING OR I�HAVE A LEGIBLE AND READILY 'VISIBLE MARKING INSIR OWNER 7 ANCHORS TO WALL SHALL BE AS FOLLOW'-- Ag��Y- _ Le RE TEXANT TO SECURE PANELS WITH IN DURING PERIODS OF HURRICANE WARNIND (A) I ;I THe lWALLATON CONTRACTOR IS TO =CAULK ALL. SOLIVER COMPONENT EDGES WHICH REMAIN IN WNTINl CONTACT WITH - III "I TAPOW ANCHOr. AS MANUFACTURED BY I.T.K BULDEX, INC, (Wri. f'­'I%2 P.I.) THE BUILDING TO PREVIEW WIND/KAN N - 0. . v 7/9' 1:49-IN ANCHORS. AS MANUFACTURED W DEkAET M� (MIN. I'­V00 pxi-) - Il4"A, � 3/4* WILID-SET ANCHOP- As DISTRIBUTED BY ALL, POINT SMW, BOLT- & SPECIALTY Co. 12. STORM PANEL RMALEATION SHALL COMPLY WITH SPECS INDICATED ft THIS ORAVANG PLUS ANY BUILDIP4 AM ZONINC REGULATIONS P'.. I �) PROADED BY THIF AMISDO11,014 WHETE PERMIT IS APPUM TO. - ;,W�,lrt-3000, 4- 0 PANELAVE FOANS ID & PANELMATE ;'LOS ANCHORS. AS YMUFACTURED 13Y ELCO CONSTRUCTION OROD'icTs, M (a) THIS FROMM EVALUATION DOCUMENT CPZ.D,) PREPAIRUG BY THIS ENGINEER IS GENM AND GOES NOr PRWOE INrONAMPON (MIN. 1'-3350 P.."�) FOR ASRE SPECIFIC PROJECT, I... WHERE THE SITE CONOMONS COMTE FROM THE P,LO - 1/4-0 CF TAP-CREP MCHORS. AS MANUFACTURED BY TRU-fAST CORPORATION (iru-3500 p­,) (0) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND WSTALEAPON NCLUDING LIFE. SAFETY Of THIS PRODUCT AA) WKWUM EMBEDMENT OF TAPWN ANCHORS INTO POURED G�_CRM SHALL BE 1 ,5/4': 2? FOR PANtIAIAIE qAkE BASED ON THIS PZ11. PROMOM HILISHE GOES NOT DEVIATE FROM THE COOTIONS DCFXLEO ON THIS DCCUWW ID AND FANEMALTE PLUS AND I 1/4' FOR OF TAP -GRIP ANCHORS. CONSTRUCTION SAFETY , AT SITE is THE CONTRACTORS RESPONSIBILITY Ail) coax-iN & sourl-'ET ANCHORS SHALL w- EmezoaEO 7/a' INTO THE POURED CONCRETE NO EMBEDMENT INTO (c) INS PRODUCT EVALUATION DOCUMENT WILL BE MN31UMM INVALID IF MODOM STU= SHALL BE PERMITTED. Ile 0-20 SCREWS USED EHALL BE 1 1/2- LONG MINIMUM SHDOth STUcCO EXIST. 40 I' MINIMUM "OR "40 WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (d) M SPOCAM PROJOCIS- SHALL BE PREPARM By A FLORIDA REGISTERED ENGINEER OR, ARCHITECT WHICH WILL BECOME THE all, WITH mw. NUTS. ENGINEER Or RECORD (F-O.R.) FOR THE ORMECT MO WHO WILL BE Rr.SPON,10R1 FOR THE PROPER USE OF THE P.FD� ENGINEER Or RECORD, ACTO AS A OELEGATED ENOMER TO THE & 3) IN CASE I)W PRECAST SPOKE, PR�CAST CONCRETE PANIDS, PAVERS STUCCO OR WOW BOARDS BE FOUND ON THE P.E.D. ENGINEER, SHAtL SUBMIT TO THIS LAXIIIER THE SIT SPECIFIC DRAWINGS FOR R-.VlEW. EOSTM WALL OR FLOOR ANCRO9,S SkALL BE LONG ENOUGH TO ijA& THE MAIN STRUCTURE BEHIND SUCH PAITELS ANCHORA4E SKALA. BE AS MENTIONED IN A,I) AHD IN A.2). (A) THIS PZO SHALL 9W THE DATE AND ORONAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER �,- RECORD THAT PREPAIREO IT (a) a _NG , BEILZ tma-AML - D.. - A Am : TAPOON ANCHORSM MAMFACTU"Mn , BY I� T W SUILDEX. INC� 14� SHUTTER MANUFACTURER'S LABEL SHALL BE LOGATEO ON A, RENDLY MVDLE LOCATION AT STOW PANEL SHUTTER IN ACCORDANCE WITH SECTION 11109AM OF fli BUILDING COM ONE LAM - I�A � 7�/a . e CAL9-4N ANCHORS, AS MANUFAMPED, VF DENALI INC� (MIN. e-1500 p..Z) SHAU BE PLACED FOR EVEItY OPENING. LABELING TO COMPLY WITH SECTION t700,9,2 OF 'RHE - I 1,r* X 3/4- SOLIO--SEE ANCHM, AS DISTROM By &L PONT. SCREW. SOLT & SPECIALTY CO. FLORIDA BUILDING, CODE, -_ - �MIN. V� IWO P..j.) I 56 ORAIVING S - 114,30 FARELMATE FEMALE 0 AND PANELMAIE PLUS ANCHORS, AS MANUFACTURED St ELCO CONStROMN 1, OMAN Runin 1.111`n1MT,E` �:WUDA I PRQWCTS r-2071 (MIN- #,�.Q 'AlIkol"NJOH), A. Ill - Ile 4 CIF TAP-CAIP ANCHONiS, AS MANUFACTURED 13Y TRU-FAST CORPORATION 01-111-1r, 4 !�; . I . - � 1. ZI 71"'s'- ..� - - _�, FLORIDA BUILDING CODE (High V.1.6ty Nar OO,I* Zonefl 9.7) MINIMUM EMBEDMENT Or TAPCON ANCHOR% ELCO PANELA"TES, AND OF TAP-SRIP ANCNQR, IWO THE CONsIRERE, . -_ ii.., %) BLOCK UNIT SHALL BE 1 1/4', � ,� � .. . 4 I _,�, ..,- !� .2020 TILMOIL W. 20 CADE GALVANIZED STEEL STDIM PANEL ", Z . N. S ORWAN I 0 4 167 I.. 8.2) CALX-IN & SOLID -SET ANCHORS SHALJ_ BE DAMEMED 7/r INTO THE CONCRETE BLOCK UNIT, NO EMBOAiI Zi I - wtwm INTO STUCCO SILILL BE PERMITTCD� t/4* -20 SCREWS USED SHALL BE 1 1/27 LONG MOOMUM "GO! !��CQ GLOBAL PROTECTION PRODUCTS, U.C. a0e EXIST. ANO I' fOR WITH NO STUCCO. Z �O , <2� �_M�_ / - N 11LIECOmic, � J MINWUM WALLS % - 'Le. 51 STARET - - SV�% STA �OF * — 1 , - Yaw TlO;TTlv;; . IMF COT MIAF, FL =1 * !�s� 0�- .,�.V, _ 0 t) I, , �1_11A M (.). 20-116 OR I ,VMS�n P'� i�) _11'. .0 ,_ _.-WA _ 0;.�t'* rZ ii� � 0RAyNiG "iw. OA-0014,119 —.1 — I — [—.I — I — _";,,,0,,'!�At ", , P-E . ��,�,W'�--- X1 t�l - - I - ­ -, -1 __ � - 67 , I , - I--- I -- . I UkZR_W_AUW=_NI!D_n_.V= 3 A. MAT—ERIAtCHAPACTERISTLCO.,At4DAPElCifiT ,ATLOW- $hall be,pitrictly. in accord since W1 'eniaral Notes arid, Components indicatedon , , ' ,th G 1 1 - , - sholof 1, 2-and 22 of2d, of ProduoVIEValpatIdIft Dapum qt,,(P_5 I I � 0 ,D),,drawing N010-1176; Anchor specifications shall be aff Indicated on *heetsr T, 7 and 21 of 26, of Product Evaluation Document (P, E, D,),. drawing Na�, M-116, I 7-.-LJWIIATIONS-A-&HLCDADITI—ONarofI USE� 7.1. Shall Op strictlyin.locimpflance with General Notes No' 1, a-thrii 14, indicalw on sheet 1 of 26, As Well as:Glaneral, Notos,# I thru 4 and 1 1 thru 110, indicated ,, - orisheet2l ofl6ofProductt,valuataln Dotureent(P.E.D.),IdrAwing No.76-176 prepared byTilteorl Inc, and signed and sealod-by Wilterk Tillit, Jr, RE, 7 '2. Product may be installed Within HIGH VELOCITY HURRICANE ZONES,as. d0fined On section 1620.2 of the Florida Building Code. 7,3. Product -shall only beinstalled into poured Concrete, concrete block, and wood frarne, structures. � - . , ProductEvaluation Report prepared by WaltiarA. Tijjit,l Jr. P.E. (Florida License . No. 441157)i President of TiCtew, Inc. tFlonda. CA-000871 , 9)� 1 1 1 1 VIIATILL � Di!I TILTet0,4bmoNgtooIRDt�ip. E. REPORT'21l I, GLOBAL,OROT��tION,P,Rl�DUCTS,LLC,�,20GAGO ZBb ST`kLSTQRM PAN'EL�DRM#.20--fig%REPUkfi2d-07�8,qD1 z/0"i I L I ECO iNc- I TILLIT TESTING A ENGINEERING COMPANY WALTFRA. TILLIT, M,21. firtecogOOLZOM _MJDU,C1 EYALUATIONNREPORT FET.F Lk—liv 44167 ,Ll:,Ar 1-1—Jig N.. MOO REPORT NO., 20-0727.02 PATE: J Lily 27, 20,20 1 PRODUCT CATEGORr. shutters PRODUCT SIL118-tATE60131Y.- Storm Panels I I I PRIODUCTNAME; Z4 GAGE GALVANIZED M,EL STORM � I ,� 0 1 1 PANEL MANUFACTURER:, 91 I PrOtecl:160 Prodigla. LLC , 4800 S.W. 51 Street �Wvie, Florida ,V314 1. PURPOSE OF EYALVATIM thisis a Product Evalus! iy Walter A, T1111t, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapiter-lilo. I 816204t Method ID of the Florida De,part I inent of Businessand Prafeveianal Regulation. , I Thls� prodpIct,19-Iteing Issued an Evaluation Report as described herein, and has, I - - ­ I been veriffis . d for c I ompll . ianae in accord nce with . the 2,02'0 Seventh Edition of the ,p, , Florida Building ode And to verify that, the product is for the purpose intended ivala� ' et,lesit oclu t to t� at redibired by the Code. . I I This Product Evaluation Repedshall be subject to review and revision In case of a Building , Code change that may affect its lin-litations and condi ions - � it k. EVIDENCE SUBMITTED: X11AL �QC�TU�N �U.8 �Q.): _ I - Drawing No. 20,175, titled '24 GAGE GALVANrZFb STEEL STORM PANEL', sheets I thru 18 of iii prepared 6y riltmo, Inc.'*, signed and sealed by Walter A., 17111it, Jr, P.E,, dated 0112712020. This drawing is an Inte 10 ., %IRTITY1Z "141s Evaluation Report. - �%��`,��'__,' Z/��% � ,1�1111 ,,� _X - - ,- �-_ -_ . ;�� ,-- ---4 , if ?,�,-:?'�'` _- � * 0-155 N.W. 3 %-S,tmet, Suite 105,; MiamI4 Florida 33166 -Phone: (305) 871- 90MEQN.EHM108 RE!QYLW,M,EE agETY STQR-M PANEL$ ) --- -,- -- -------l5.I.' OOTAL WIM)­___1_­______­­_ __--­-lSAW (TOTAL WIDTN)­­­­­­1 � �� ________l1SW (OFFECIM WOTR1I___.___ � F � i I � . I �____ -6 I/*'------- , I � ,za � I _*.23G`---­ � .=.- I - - i �,-,500, 1 , r--#­- _-I.�l�_ , �, -WO i I I , 1,� � ,­ I I i I :, 1�1 11. 'i , , , I , , , , , , ,,,, � 11 t6, - �",;, ��,� \�� t I - -,> ,,, -lzwl�k DOW MIN. THICK I - r- - -, \ _r_ AIALVORM $11I I t ` . - I I I `0 " A fu , I . '� 1 "� - & I 1K _0 4 , MEE. '. - " * ­ I '�A, 2. 1 07' ILOM' MIN, TKtk � -, f.11 � I -1 - � ,QAA9ANQNiD STEEL EDGE , ^ F----,,<, ­49 ,'.,.- � -G-.w,.,- 4MAJI , � I EDGE 11 9- - 24fol< ,� M, � I *� � ; " TYPI ASTU A�IMI 1 2,000' P " 4 /_�_._I�_ T HEM ly ' \ - No HEMMEG, \ \ ;i -') - WAVE 50 WMWOM DITAIL AT - , OCTAIL �_ - -1 � - '_IEDGIE ­, I \ " 0­60 CALV. I V 41LV A 48 ImAn. A � \ ff I L , , � � , ____ - ,_ ____ ____________­­ , - - __11 � - ­.- . . I ­ - ­ ------- . I I L3 * I -1. ­J f_ _.______.----&2SG`---� I 0SO, (1) STORM PANE (91, END STORM PANEL ,,,I-1,1_ �51_2 .IW-- �­ _1 � - - I - , 2j87' . - -,�� I �M. , 11 I#- I,Lf 20, **-,M F`A!� __ �, � I ___­__� ,125' - ,12S' 0� � 156e i`141 � � � ­�u ClOO, - - 1�7ba-r .7-e- � 3" SU" W11, '_ l - A, . I , . STUD SIS, am MWV - sadm ­4.��',­_ W/ HEABAW F", I - " w , i - . L, . +?S� -V TOVM - 4 ' f ANGLE 0 TO ANGLE 0 1 � i I 'N.0 .1 ! i - - � . lyr ar- 12 ,/2'.0', _�� , , 1___1 - - ..or ­ . - 1 � - 1WI . � - 115�� I "=�J _ 1-1 ` - ,- 7/"-"`-` - .Nr r . � , - "SiV � T,X,. 1,50e _____1 . ! -1pa" , i 1 - �r, - G$Lr � - � I ,�, � , __ � I "19 . Sm k ..'.-IjI - IS . 2, ` L ,� i i NZ , 7--�, � ��,� 2� 1. -OSA: _ I � 1-11 1 '1` I "" ­ ­i: A � . i ---I """"�- - - I M . ,375 I'll t-, __ S � 1 IV I 1. I I ll-, �, I I t 1 I -1 1 � � I , L L "- _J - - "Sr L___ ------ _r M____ f � L-1,500-- " �2.1)111, ISOMETRIC VIEW DErAIL A ---2.-. 30, -:t IV/ L 2.ODG- __ ROUNDED WRNER * ENDS OF PANEL'S nu it ENO UP W/ 14EVMEO EDGE, (�) !V-1,M13 (�) "r-Am (�) ANG 8 MGLE WITH =0 @ ANGLE WaH , (NLTS) REVERSE STUD F__ - -I VARIES t SEE OCT, � J _ = _P_J 1/14 4, 2,rI4 . - ,_rl,m W" . 4' J7** .,w . I T r ____1_0_M 1-390 - I A . - - 10,911' , I ­ 1 760' �- , . I I - 8-4, 4 _i � .188�* - I _Ila t2S" i �, f - ____j L , - W -3 _r ­�h �=_ I I I I i I I.AD7 1'1,065' ,I'. , .17 - -;�"_" r 270' lew IF rr k .. . - r i -, ! I i ! I i - 7=3 I 1,6t � � - ,__J ' Igm­41 � 4 i i i. _ -a- ,no, i , 1062- i.67, * �,,+ Its I -laul Ar I- � 5 �__i �3 t �3- . -3, I I, I ' � It. I � " I . - _W'. HOLE FOR i I z , - --p 125" I -:i-57- I A, J_', - J - L_ �_ __ - -0 � WM=-&,,. ,.w - i I - Aft Ow L45 _3 ! 7=* (�) KEY HOLE WMER I �­Ow, (�) 'E' TUCK ANGLE (R 3X_ "E" TRACK Q) ELAI EIAM I � - i­10"* r-77-1 "O"XIONNIA" wo STU I � - I OZV0A'3N(1J2�rSM1E) M , t 'r-'s. �,_ A I � ­ , � , pt N. TkJ;N � V 1A � � ' ----I I '4rl , ! --l!i., IV LONG � I -_ ) ,,' -1 � - - ' ­.... j" ,.r,\ 1_0� ,,J�...`�r,ENS -. ' I . 'j, � I I � ��� -,ar# xl�-. I t � Z . *4 I .37LO � = : . I - ::� i '* r �_W = : .44167 I 1 . ITS I � � - I 'cone Zmo)i � � . I =* * ,.*! FLORIDA BUILDING CODE (nf IT VqI Hu I _­j iiii . � , I I S , .. 1 -$,,. . C,-f Aam Ill=, W_ � i*. S STATE OF 4 i NICKEL -r. .47 FP- 44 063� i, - TZ. __[_�� _ � 1- IM, ; �Tg .� I 2� - _k7m.--L.T. WORS NUT , ii, , 20 GAGE GALVANIZED STEEL STORM PANEL In, j I 111, 0 - 'to�� -* , -_ * K9X 110 ,�* * , , - __ �,_-_ PROTECTION POODOCTS, LLC. ""' -2.000-�, 1& e, I � W#144 ;11;"S.� I " M;p-!_- — Z IIILIECO,... mr, AT-PMM , .�6 ��_ _� , � GLOBAL "M ". 61 In l�ig 41jimill _ � 4 (1) 2'X7"X,t /A* ALTER941r,U% UU 'RING OUT W/W . " ""`_ IL 'a'" )..-. 20-176 ALUMINUM ANG MONOLITHIC WASHUR W/ ADDITIONAL F� �1__�__,;_� I1�i7_10.A_3!=-X* iaa_".8� M, 0% - M^W A. if. UN./slamnAS/am - ' 1 !'�� �ff_ . 2 .0 1. * ;IIAZITALC rna .191=, J�an'.-� ' , - j , , -1 I - rLORIZA ML s 141k . I _ 1 ; I , I - - I I I I A,AT10N!UOkT NO, 24-0727, , 2 1 1 U 1UT REFOR * Large missi 0 I rhipatt load tests were performed Under SSTD 12-99 standard as per section 1609.1.2 of the,Florida, Building Code. UnifaM static lea I I ,Clsaspar Section 1709.8.3, per ASTM E-330. To,str�o.odsp'repartidbyAmoticanTesttiig Lab of South Florida, Report* 0814.01701 dated 03111f02wttnesSQd by William , I I R. Mehner�, P.E., Borix Moraz, P.E. and Henry HAttlam, P.E,. -and R46port No. � - I - , - - ,021 9.01 _()g, daiedr February 25,,.2009, signed and sealed by Edirnundo Largaespada, POE. and Henry Haltom, P.E. Large ThIsWie irnpact and cyclic , Loadings Per Priptocolls7AS 101 & 2-03, as per section, 1;609, 1-12,of the Florida Building Code. test Report prepared by American Testing Lab ofSouth Flarlde, Report No,. 1123.01wil[i, dated Navember-23, 2010, signed and sealed by Julia E. Gonzalez, KE, 'Tensile test report No. 9CM-1,98 by OC Metallurgical, Inc., dated March 13,200Q,, slaned,90d sealed ti�y Frank,Grate, P,E, AsperASTM Em-e and tensile Test as I , I per QC; Metallurgical Report No,. 10](M-131141, dated December 1, 20i0signisid and sealed hyJerry Jocipfanlo, P.E; as per ASTM Em& � I I " STRUCTUR& ENGINERNNG C,ALOLATIONS: - On 24 Gage Galvanized Steel Star I rn Panel -far maximum panel lorllgth,vs. Clesign, wind load, as Wall as maximum anchor spacing vs, design windlood And pariel � � length based on rational and comparative analysis, a6d in accordance with section IM4 of the.Ftqrida Building Code, ,Caloulatioria, prepared byTiltsdo, I no., dated 1W1 011 0 and 08127 , 11 3 (for this revision), signed and, sealed oy , Walter , A. Tillit, Jr., P.E.. 3. MIOSILE IMPACT RESISTIANCE: Large missile Impact under Seaticin 1609.1,2 at the.florida, Building,Code, as per SSTD 12�99 Standardond TAS 201; 1 1 � 4._WlhLD LOAUS,1112-6,11STANCEz 24� Gage. Galvanized Steel .Storm Panel has been verified to,sustain wIrld Pressures, Maximurn,pa,nol- length shall �a as indicated, On O00%3,9_10, I 1, � I - 12 and 17 of 18 of"Product Evaluation Docurnent(P.E.D.� drawing Ne.40A75. Maximum Anchor Spacling shall be as indicated on sheets; 5, 9, 10,, i 1, 14 thru 16 and 18 of 18, of ProdpetEValuation Document �P. E.D), draWi"'Willo, 20-175. 24 Gage Galvanized Steel Storm Panel has Won vertflisd for bode compliance to work as a non -porous, storm shiulter assembly, as pop SSTb 12-99 Standard, I I � � I I 3yALUkTWRZ I 1 I � 11 I -A'-JNMLL&TIQN­ Installation Shall be performed strictly in accordance with details Indicated an sheelts-3thruS,, 12thru 1,8of 18,of Product Evaluation o.ument PE. ). OtawIng.No.,20-175. Minimum separaflo to , ,a is 0 b q Z ( . 0 In _§Ia4t, h 11 a 6 indicated on r sheets3,,6,13, 14, 15, 16-and IS of 16, at Product Evaluation Document (P.E�D.), drawing No. 20-175. -$.,,MATP.-RIAL-CHARA-C-TEWnCSAND�Sp�M-PIC&TJONS-'I Shall be strictly in Accordance with, Genenal Notes .,and Components indicated on � Aheet, I and Zaf 18, of,Product Evaluation Document (P,E.D,), drawing No. 20-175� 1 Ancho r a pe c if lea ti a ns she I I be a$, I n dicated a III sh elet I of 1 8, a f Prod upt, I I I I EvaWationDipicurriont (P.E,D�), dreWilog No. '20475. � "IMITATIONS ANIQ IdONDIT-IONSVE USE - T 1. Shal I bostrictly in, compliance with Gorwal Notes Na. 1, 8 ih ru 14, Indicated on Sheet fa!'18 of Product Evaluation DocumOnt_(P.E.D), dralwinglilo.'20-175 prepared. by Tilteco, Inc. and signed and 'sealed by Walter A. TI114, LJr., P.E. � _ 7.2. Product shall hdtW installed Within H - IGH VELOCITY HURRICANE ZONES as definstion section 1620.2 of the Florida Building Code, � I I - 7.3. Product shallonly be installed into poured concrete, concrete block, and wood -from, o structur.iss. Product Evaluation Report prepared by Walter A. Tillit, Jr., P-E4 (Florida License No. 44i67), President of T'Iltadol� Inc. (Florida CA-0000710), , I I . 1/4, 2/4, $/4, 4/4. $/5, 7/5. IW/10, 2W/10, 3W/10. 4W/10. +45/5, SW/101 6W/11 & 1W/11 31 MAX I' MAN,-� _-ANCHORS: FOR CONCRETE SEE SCHEDULE, ON SHEETS 01 & Ili_ ---,-r =_ i ! �_ FOR WOOD SEE SECTIONS ON SHEETS, 10 & I t I. � I - -1 � ! 7 - ! � 0 / / * , 6 D.M..(i)� (�)� @ t(-&-- , -nif 71 �, - � I ---,--!--. -----7-' --I-- __1__T__T 1_­1_.­1r­1__ � . 7""'"T -7 ___F, I � 11 I I I I - I � I � t � I I I � I I � , - I I � � I I , I I .11 - 1 i (�. (a)�@, (9) I 11 � I I I i I II . I !� , . I I I � / ! I I I L / / I 11 E�6 - - - , . - _U_ - - - _11- , AJ______ - � -­ - - I __ . _­.. ­ , gj� T--- --'-'--- - - _T___ � 9 -,- I It /' - _T_ ­ _­ _,� _�� I 1 14V __T__l 1 ;, ",_ _­ :�- -_ - - __ - 1-' I , , 71 A r - ---I----- - ­ ­ � --- � � t I � i I 11 "Ll" —I - -­.­_____________ - - � I ­ I * I , __, BOLTED PANELS W/ 1/40-20.1' UNBOLTED PANELS i ' _ M.S. 90 W/ 7 . �1/32' 1 ;1 (SEE I'll ON$ AS / .1 11 I 11W54. � I APP ,E) - 2 Ill I . (SEE SECTIONS AS APPMAOLE) � t - L 111-i , . � - , -, I __L__L H � § �,?' I --.--- 1, I /_ . 1 - - I ---- r_ I � / -­ T'--- _J1 / bD ---- I - T T I , I I I I / J I I � , , , I � I ' 1 /" 1 3 1 i � ! I ' I � I r i D.M­&@,@-@ 1­7 1 �_ ,,-- L i ,-- I L - - � i ----I - - ii, , 0, 4 W � t - -, J �J_ I - ziy, i __1 .iX � _ ___ ­ -4- . __ ___­1___­­1____._A (�)-(�),(�)+@, &,� 0 " t �__�: - - ' 1/4. 2/4, 3/4, 4/4, 5/5, 7/5� L,-3,-- MAX � 1_1 1 I MIN, MIN. � 1� � 1W/10, 2W/t()� 3WI10, 4W/10, I � 6/5 i I � z I I � ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEETS a & S_______.______­J _____ FOR WOOD SEE SECTIONS ON SHEETS 10 & A I TQRM PAN L-S (1) & & ELEMT-ION N1.S� 21r 1/4" M.A� GAP _� r_tl_t�v .-A Dil OARL , K- VALUE1 I Q_, L � - ___ - _ i �i / �/ I I _\ Z - 11 Z --- 11 4= 114. F \_ r / I I-Z K­7� I AII, ON MAX� GAP I(D ,,4� ..... . * ... t 4 0" I EN""'.. FLORIDA BUILDING CODE (Nigh VelDe4y Hu - one Zonll)l . A � oziat TV=, W. 20 WE GALVANIZED I ; " tin 4411r, STEEL STORM PANEL DRAWN ift, * ,---,: S -- - - 5ECTION A -A!**. I GLOBAL PROTECTION PRODUCTS, I.I.C. "'A"N'4" OLT,$. !,.-O'� AT E . 11LIEC0.01C. 4W�41 SINDIT e. .P,.. I , N , AOa- (054)INK-71549, FA., W�W-tRv 20-176 .� OR ..J, Ift"A."' 33314 �n I 'T"ITST" � - � - _V997M074 ONVA04 ft... _ - - CA­WMIS "Ill,"";U.N."�1.1-�e"*IWAI$71-- lG_ MUM X 'A. P'L I & 26 11.111.11, I �Ltm A,667'' A, !I - 11 - 11 I -4-0 (2) (1) r_ U) -0 (1) -Fa > 0 (1) _= a -4--i 0 =3 _0 I I_ (L) (3) I- CL Q- C= 0 0 L_ = .— 0) CU _4� L) ­0 (1) —, 0- C/) - (1) -L-- = (1) _0 C:) 0 0 -0 .- ja C 0 = E2 EL — = I- -2 U_ (1) 51: M . - = 0 .0 -Ai- M "_ 0 — Co > (n .- C- a) U) M " 'R -1-0 CC 0 I- 0_ 0- �- -0 .C: U) < a 4 Z Z W mi .----- INSTEALLADON gErAILS FQR KULA PANELS 1) A DO 9AM WAS EM INUALAIN IN MW_ 04NIL INSTALLATION DEIAILS FOR REGULAIK PANELSd &-A INIQ EXISTItira POURED CONCRETE DR CONCRETE BLOCK STRUCTURES OM N= OR W= INUA ION DETAIL5 EOR REQULAR PANEL13 it 19ING POURED CONCRETE OR CQNCRF-T.E, BLOCK 21kUCTURES comaAam Al"Fis 1_&Z,04,,r.WTE, -, , YAUD FOR W" VE WW AND E=Z HIM STORM PANEL 2M INTO EXIaING POURED ONCRETE OR CONCREJE Mr,K URUCTURES G� cialcive ANCHM - " " - (SEE %MAILE ON - invi, SCHEDULE ON "M 4 & 9) WHO 1�_ -I--- ARCNOW, FOR CONCRETE SEE SCHEDULE ON SHEET 2 ____ %WS 0 Tl�" 0) , I.1- - MR WOO SEE, SECTKN5 ON SHEET 12 V i � "Sall= 77",� , _J R' , , -, i I I I BLOCK PM CONCRETE , 3_3 U) _4__0 _--a COWMAIM ANCHORS � I I r WREO � � (IMOE $04EVULEZ _k tl-% - - �5 _1' . ORM BLOCK ! I-, 3' Ma� 2.61' Ill.. 1. t : _,N�__­_ tai 30HIME ON - f l­,TSEt SWOME ON I DIX 11 Mim (MO. 04" -1 *XOLE WLLEY) ___ I 2, � , REQUIRED CONCiIER, ANCHOM i REQUIRED REaURED wm�, CDACRM ANCHORS COWMEIE AWNQRS " -,-I ,0%) F M' I ,_9rom Lm ,.�rmw- . -V W 1 ON f— , "S" "'10" ,*---I -) SICEIS a THROUGH 4 I'\ I_M0___ "`1 ! ,---W-;-r,,-- L. a) ' I -= \ . a I.. .L) ]EXISTING POURED 9) I f �_� ' � I 'I I SHEET 2) Fr-1-4r' COMCRETE REOARR,15-� -1 ­, , ..� � �! 71, k .me COOMPOLIVIT11 I (,V-, I I W, � I L I s4w 0) i SHM7 0) � ­.1171i­ I t---- - 41 \ 12' M��,"f \ 4.- 4;wrm- ,- - QUI ___�� � i E ). i .:f�� � I � I � I I -I ;��/ei,i�n I. __ Mos� _t i __�_, ; !- I?- I (D ' - ' ' � I - IAV !1 ��Rv - i E�� +§,�l I i Ie`;'Aaa ___ i ; I " - I � . . i 1 1 1 49 ! � I I --I . . I I � i - _T___,__1 � __3 � -I ­ J_ I .1 I , L I - - i-i --- i I 1 � I �, W­ I Kal � *_Ar &� fil�-' L I I � I fl� r � I -_ I a) = I/C Mn��_11_"\�, '��11` (IE - , #I I 1 30 I � ___ , , , , I I ____T"`1. � �*111 , I �,'Ii8l�\N 4 C-14 i 4. �. - a,(T f I I 11 1 1 1 -_ � i I . '1Z 7 i � ,a . � X_NW\� ��W`,�, I - � il� � � S-1 i � ! I I i I i I i 0 VZOND MM FO. _2 : - i i � i � i M I E 1) � . ;� � i f - I i i X, ,a E:D, I � � ­",�, �� � I i i I, 11 ; 56X 1 IE � � � * A : I I � I I it ! 1 � I i C/) ==, ir 1 ! I =-UHIEN I S I � .� � Z1\1A ___ � REM i ; li i A, ,e,_ -I- - - I I ; 'I � I ! � or V Z i , � is " , � � ! 8 - , � I - I I 1 -1 hp� � . � , - . � ; I MAX 0 --Ul 9 I � i " � -CP I I , � �.y i - ; , � , 11 I . �_ _Vror i It REQUIRED, � I �� 1 -0 - , - , �� --r " , � , 1 P � z � i I I Ila S.'aw I i - I � I � M ? 11 i " - --Q-.�-. i A i " , ,7 - __ -_ ill i 9 1 m ��- .. 9 1 mmsm. 9 I i _ 10 I I 'it 1/f = I I - _'. I 't ; 1 1 !T4, -1 � L7 "I *I S&AROWN 'tk'l =1� I T 6 1 , � ' " i � 1 : 1 ; I . . I I �\-'\Mk�"�-=�� � 1 � I I � k �! I I I : ; M, QlAft I ar � If rA"EQ I 01. � 4 1 � I . I . 1 i I- SHOO* 1 1 - i i � ; I ; I I �* I 'l ; , i � > AtIML - I . .'MAX 11 12 L___ -_ .-,.-I— ;A-Z iLa�L­i�r__ I I 1 4 1 t I �( ­� , _`� i:'' I A 9244.r­ � I- . r­­,­---r­_,___­_. I - . - � I I- i � '' �0 ­� -.4 4 , I U, ii� . CASE 8 (ELW I I I- ��.141 , * I � I i I *__ --- L_ - - , I i I I �­IH..*. a) L__­ - ­_ _t' "' ! !M'_a=ft - I - . Ii`LAM I -=- -. 2 ; I -_,-,A -, � (a) I I I I I -10.1* " N I I I- � . i � �-, I I !�,J�` I �� L i I' O'I­ N�l 1 I I I I - i ill I 9� '"O, 1) _i;W_F4F sNaT 0) W, i I I i I— I -r. - 4 . I - __ I I "T" I - ! � J - � I - 0 1 V 11 Z 9 OLAW - 9 7_� 'Ir MALE: 3/16�1- 1 I I � I i � � 1 g � * , � . � 2 - i- � , _____ - =___�__ - _�,__?___ ­­ 11 =__i_____. _ ,-- - ---_L_-' _1 I - _.- __ _ ----. I IS 1--___ .- i � _r 1 1 " 1; i - ! t I I I i I � , I I- 9 , -­ .... - ­11-111 - ­­­ ------ Z_� ___ - .1 -1 Z *.. 11, AtF I - L - _., i t , � A U I X my, i = _14-lit �� _,� ""' " - 1-1- � ­1 --- 1­1- I- ­ _­_­ 1-11 - 1- � - I I -F`_1 -1 _7 -7 1 - ___�=Z,G SM. 00 Z — , - Cr I— I L_ � , - F - ­', - . J ! I & . -, !!U!� 1. 1 i A_--�_-- _,.,_"­­_11­ 'I , L RR i _(j) 1 ! i 9 msm I — - 5 �11.-­zwl� 9 I I -,,� � -� , T HV� , t VM I I I I I � ! , I I I =Ir.2 I �i V , ; � 15L�. WLTS, fl,­ i *�4 � ;_ � [ , . 0- � � li,% - � . i � I � - �J I i I I 1 , I ; i 1 i&-, I I- TO,Ali& .3/32' �. .. __ 1: 1 � . ; , I q)-W�,, .' t4w,W,.-&.� � z I I i i i J �*`Oad 1, - I � ;rZ' a ­HLL ---I il ! i ; i 0- , A I : MR - (a) I ! ; .tI I �" 1­ -- �,, 5 I I I , I+ . I I I M _*PA I 7 i � OF. i I i ! 9 4XV-11" 1 1 1 I I I ; R - � I J! I 1 1 1 � Cn 1_�N,��_11 � 9. ,� -_ - i_ i 1W i ! 1 i 9 , I I - - ! . 1-W 1 /_\ ")4,*- - L__ I_- = 3 A "� -_ I � � - - - - � �� i i I � I , - I I I V, � I I , W 1 � i 11� Ill ! i ! � i < I I , . �_ _41= 1� I q -,,/i;'W I i ; _\\� L I ,I 11 11XV11- - i ��_ ARM, �_A- �(J) 11__/ I I . ; I- i . ­­ -1 -_ I il F � i I 1 t ... I �sl,iO. i � -ay. I J Z. i I � EX i E1 - , i I ivaiY TruO 1 1 1 �___l O=&P�r 1 12 W A. � I . 1. ,Jy� i i I , , � ! I - -1--i _ I I V Fa '-P- a i I I i 1 1 - - __ wup� 1 I -- 11" 7 O­ " 71 I i t I __ 7 E, P17 i �11 COSTING POURED, J E ? I i-, 9 9 i 'I, 1 1, " - :, "I 7 1 (1) V i i � . REWIRM. . 1 ,2 'Ir .� F, � , "?_IPIVM/�11 i L box � � - 1- ! WIM r M2.- � CWETE 1Wk - , , I � CONCRETE BLOCK I 1 rom TILIO 0 . : I I _______4 1 �� , ; � Iar"�L \�/ ; � I OF `17 i 33' ,-. I, W� , , L � SOX i 50j�-1 - 11 CONCRETE am I I Ii, � �, �; I �_= I , ".4 OR a _K I . REOUIRM � ;0a� __ � -,�� QOSTWQ MOP_, E, � I 01 W=A-z- OF -V : �RiT 1 � s6% ! . M.,A, wla.;r I 0 I t , I i � ; wo � OF V � !� - I .1� A ! I I ! LLLLLLLL I M,_J , . ! � 11, - ftjZl L Cqk&") : --CV ,,AX '?, I ; __,__,_______ANCNORS- FOR CONCRETE SEE SCHEDULE ON SHEET 2 � a) =3 .11�=TF�:: - L �� " ',' ")'ro L Xk Y� "I 2MN) - � 1 --a Z�,�,,��;�.,.����,��e�1,10,�,��� - ______J � Z_' ___ . ft ft 0 ! ; cow __ " ; I FOR WOOD SEE SECTIONS ON SHEEr 12 --------- - FOUR"', - - 1 4 _FWTE OR � i ,_� - I "EA/T..I. � I 11 .,,a `�, -0 L_ =_1 � __ i , � lRe 1 i I i C . REOURED. . . 1, . Wa \ 46 1 ' I � Y.�. M � f . � , � " : ,,,, I I I I � I I I I , , , �� CONCRETE BLOCK 3 I I , . CONCRETE ANCHORS r CONCRETE MCHORS , � -(A) g CONICIRM ANCH(Ift '- 1� I - ' � i � - . , WOO :--7JT=-y . - � ;,V . D.- - 1 4 I � r�. � i REGULAR STORM EMFj�pk Q ELEVATION - _# , OO (X) , WHORM RXWRS M9 ,I REOUIROD. /�� Q A_ ­ - I " a , i q ] 1 _: r ��MIM - swami � _W - I i i ��/ ; ; . svown - M2Z (SEE SCHEO= OH ' - (SM SaMLE ON- , i7"­a1i_W -L_ ,_____.,_j [ , �_- � a ,= I',- , - ==I I I i � 1'1�e I I i r iar SCHOD.% STUO M `� --a A 11 11r = �, �: � I � , ! � ON 1. 0) SREVS 9 THROUGH ID !wum a TK-OAH Ill -44�,� i0i* W.. -4- I I I I SHW8 a TW4VCH 9) , ­ L W,r-- � I T;&,-, �avft.*`* I I i __,___I_._1 ! -Z , 1/4' AUDI. W CONCIUM me 3 e) , 1* , ,_all�.�m_ _11�1111,1__ 11:1�'., 11 - - ,- - - � . I �� i f, FL 0 _ i (�) � 4-i t I � -1 K �[` I I L_ � Vslm ON .- . I _L__A__1 i T .500 � ,� - i i i 1 2147- 4,T MACM r - �__ � � 1 1/4' � I ' 1 1 ' ' ' CEILINQ Alb §OOR Ul OUT ) WALL LMUt AQ BUILQ L OUT W LINT I . q -1 'f7t;B � I I -_ I J (AM OMILAP �l mar uALLEY) WALL MOUNTING BUILD OUT MIO NTI 0 ING I l � q I 1 714C SIG. BOLT �116 -- is . 3 MOUNTIK _ .WNG 4n Mft /V. , — -_ 0- =W� at 15 'm I i : WIND NUT 1 �/ - I I � ­ - - - --- SCALE .3/8-1- SCALE 318.1- 1� W%,? _�D_ - i _ , i . �L I moupma NG &UAN&U 1� - ­ I 1/1/, �11` _1 ' SECTION I SECTION 2 S AIR d r \,-(D / , -T-0 i -7t 2 /Z CL . i �, - co SCALE 3/9-1* zim'A OLA I /_- - - � = .11=ft1O"­_ &a, l I i I i _ Coowlm AA**RS L \--/ =- -'= " I I � CONCRIEVE ANCHOR$ i F114" 09 lle.t �4 _ ----I ; _P_�__ � ANCHORS; Suac"M � IMIT) �43 0 a) — EQ51W " i ­ __ ism Smquu 04 . E,D. - EDGE OIStANCE ; i , i a EA - EDGE DISIANCE 'r MUG a NEW I' %= . 10MUES . IA ( I 1-M.-ESM SCHEDIAE ON :�, SEE SCHEDULE ON ­0-0 Q%y G,W 2) I I-' ­V=WKA,ERX DR 110OX ALUM, TUBE Oft I' A � � 111�ON) i SHEET 1) � � r, r , SEFM Cn . / i __ I � I ' - "M a"= I .0 (SEE SCH -i> i , - - Ir , ­ SkEm A & all ROOMED AMIRED IILM tWOM-) M �m MULE ON -?- onnill; STUCCO/ PJ, *GOO PLATE SPACER , � --vap aawnm OR - - -G) I I SHEETS a � � _,� _�M � I & 9) / � WOOD BAND I I , ____fDURET CW Olt RE INCRA11a � ft� � 0 i ONAMERE " 11 r I * NEW f- WIDE . VARIES . 1/4' 4 i _(D Z IONS 1RW AbIR ft-L-L. MOUNTING DIRECT ANQ ,WA OlQAQ 11 . _ .. 6 9 I I -_ 'i , ", TUBE OR �, ! , UNIING -1 Nouglys co I I*. VARU I i -ICIP & BOTTOM MOUNTINGS CAN BE INSTALLATION IN . i . -, -, - - W'.1 f NOM - - MMN OF SECtim: I ( -,- _171111 _P,T, WOW PLATE SPACER L. - , u � , , 1 WORD TRAOK I I . . . I I I I COMBINED IN MY WAY TO SUIT ANY Q&hh&m) SECTION 9 N 10 I 1 12 W= �, "AtMOONION TOP & BOTTOM MOUNT;NGS CAN BE I 6 ,:� , � I CONCRETE ANCHOSS I INSTAI-LATIOM SCALE .3/8.1* C.0 11:E=1. -1; 11 L -1 I SCALE 3/8-i� Sctiowbl;141 ; 4 S ll� i a A 9"', C E,D,W ANY WAY TO SUIT ANY ti C-f. U-11 t'rI &, ,I N y � , _ - 07 .,�!!!�:.! , V "'. I L­�-e I f -6 . C I ?, A� A, Alj� 1 i4o"�N- !4.0 = . 11 -.11", `� 77777 7777. 7 _1\ ..� -.t�O I I .� T* ­(K.- .&�-.?Z . . . , '. \\�1\01M\1\1\11\\�_\\ . %A;IiN,�; , � N Cane ZOTT01 I I ww�.,..= CONCRETE Olf- MAK VPAM ui� III 4*� - - .. ou cone Zone). , � � , - lk � "I- I . _7=wl - kQE FLORIDA BUILDING CODE (Nigh Velocity --.-,! FLORIDA BUILDING CODE INIgh Velocity Hu cane Zone) � . �, EXISTING POURED . . I , ; . - - �,,, _ _* _. I I < W'. 11:11 - . FLORIDA BUILDING CODE (High Volad AIM .. PIP, S �P,lm 11wwL Im V941RACUO 1 IX ". A2M Itym, W. ' ----,-O--- - . . -1 am - - 11! ­W�J3/4;rl_,� - Z OX20 TLIM, W. 1P. CONICAM BLOCK �; =T100 20 GAGE GALVANIZED STEEL STOW PANEL - 20 GAM GALVANIZED STEEL STORM PANEL D F.P. ­� 3 M.. RAW" Nw� - ! 1. NO, 44167 - - =49 1�, ­ 1 Tirf .* ORNMA 101 REDUARZO, -, , No 4447 �' is / .._7 Z 4� t _". * Z ZD GAGE GALVANIZED STEEL STORM PANEL = - DeNiAl we, . mwft V1.1m.:-1110-11 , S.P% J*f SECTION X,!-X - NQU-EP& ftsi� = �_7 , A . 'T X6 S- * -. * ,-- - F D� - EDGE DISTANCE = - r MIW/"" CHEDULE ON TOP & BMOM MOUNTINGS CAN BE = - onwou .1 =_ '\ GLOBAL PROTECTION PRODUCTS, LLC, am- (SEE Z-, - - ____ ON PRODUCTS. LILC. SHEM a TMRO" 9) %.--��,,-, 0 ,, - , / 1111EC0.11c, - I SCALE 3/8.1- � 3,)- .� SHEET 9) COMBINED IN A14Y iNAY TO SUIT ANY , ,� 11LIEC0.19C. LO'AL PROTECT' a GLOBAL PROTECTION PRODUCTS, 1I.C. -lWW&— � -- - � IILI,ECQ,. ;* '1% S'A�TE 0 WE: CEIIJNQ A Id I 1� - 00 S-W. 5, STOW DENIA EOR VACEIM WMIRE AT ME Olt - I , .11, ��� *%AVh-614;11,E" ffi"OU DAM FL 3"14 T.Q �L -� Aeu,"'i'mr INSTALLATION, --e -,--. - k RIV, 20-176 - 4 I AIA, ". ..,.. QB�WAMV=rgy. ­FHDNO OUNBR-74k w (AS-MWA­M ­11111,11/1 VA I-sv .3!1W.- - -75M � 015064,11-4717 20-176 2=11if TRACIM ADJACMT STUCC04M DAM : vrl - ._� . ­ (W)MR-76AS Ow. (050aft-am 20-i76 9 2 .1 _�_ P"W_ 01, -1 . ­ M " e;6p Ow -_ , jc� - . - $CALF 3/5-1- -4 M 11 . Aa­ - - -'r.,000011-1 < CA-00MI� 'I',;$. " -.1 V.-- ,-.-.I - - 14. IN W" Ift� �S �AL- I `11100,(� N­ - W"Ir 'It.. ,,.S, _J - A A Z;�_ � : WMI 14)AE L -OW& OF 24 - &I' I . , I �- f . . /DATE -1 -B_ ANM.WZ�� � I "A"a" , - i!_ - . n, A I I I i I - I � fill . T I . I � I - I - I - M_ ;W - Or W. LLL: L_ 392, T - I - A - a- . SHEET NO. SH 1 .0. n CoNoidt A am 3Qi l" ON stem a k s) WALL AND FLOOR MOUNITINQ INSTAWICIN FOR FMI NaPla SPLiT PANES �€ -1ta ArA: G4No'Wt! AWCf"R9 #3[E ShRArLE ON I :{.. ,YfSIdM NCP t All. 9114.10 ta•T c -1 i, 1w.I CIA,a emmw) : t- 1` } 1 w/ A'AYeRW k NVF. / •j ,--LF) SJ,eti TAPCON Xi. 7` 'ate.. � � IM rxm C ,,� aitY. tARAM 1a. ^• 1• ,�,d. '- ,` CO,AYKYE alt filOri! .r. XtD01 W/ Nroa 1/.' it rslm eLarx � cwyrtmv cmlurAW . �r JA •�N �9 5 �. ELEVATION ! i SCALE: 1 4.' s 1' ( AIL i XMl jt91% - � pwpNCRTE�n. SAS, sx�Y ac Y��6' � ryas t0 PANEL Pdt.Pat. M,AIIDM :4. WV zA (moss -Ts SCALE 2 DETAIL go MULLION SC14ED FT C WAM AA0K" r Im"EmAE 9•aTE ■ a 2) i PORE t. T3a bsY. Sf:t> 4 %•c1 . Mar. MULLION MQUIREDRED Mh SPAR (FL)'� TUBE MULUON 4*--e 2' x 3- Ile 3 4"-r TO 5'-8, 2' .. 4' x f/C Y 51-8- TO T-10• Y 2"a4'Y s V-10' m W-W 2' A 6' • SP VA FOR A. DESIGN PRESSURE RATING AN5A5 TO + .0 a.t. -72.0 .e.f. y1P }� y hP RALIEL TAP 3iDwPoM€ P�rf¢'S� SECTION 1 SCALE 3/5-1• NOTE MULLION CAN ALSO BE INSTALLED WiO STORM PANELS ON TOP ?OR 8 THAT IT IS LOTED AT NE TAX OPENUM W/ TUBE TOP a TWMM)OR �DM OF OPENING. SECTION Y-Y SCALE itC-i' MAL16N �/d1 • ,SAE MlAllnlE RAI�VIE) _..�.,� r Izz!6 SPLIT OR ANEL ELEYATION BUILDING INSTALLATION DETAILS FOR REGULAR PANELSa do , INTO EXISTING W0QD STRU.C_� A.tt1YAr�vel - i/i€,A saws • r oa .' `trr. nWr sm m�•r�rs ,. .. _ tp+-'s m'.) ,... � : ,.' rx 4i.aaiD rrs°'"'sWn �a,O W QestI1F Ybeb ,G>al - 4 w , .a w1 rrm• aMt'.s C ' �r IA. n,ra€o adMiDA.1(ox ... IAA YTRR • r ep N •! 1 " r AOWeM1YN .r""r rJr nsrroeW - _ ,w~,+n• aw .oM3:ro t , `is. tirwAeml6EAu+d� s'e OE61Md {rr6o M"aWt txYr NJaNMb Wj WeMaMPW,R .s-Te •q,�Y. y sii"i 1 )50 �aw .o6e rawe6. t b Tm„r 1"en rrNi•L --. titw a,.". sxlC ., 1 h, aMnn .. a.ne ac 2 i KW"IorN r �54a � attsaowrsYeen7INTO wJ. z �rMaT p � .. I t , ' IMMee - , if - 1 - 1 f 1p` ^ i eor..1 - •,....._... LOLL �:.'._ 1 r sOdP 11•ys a 1rFNl - t .- •1'eC I@» 1-ss f Ras `I or , . a• Ltx 1ix�io+• r • iY• o € IE I T ate• fn� v ITT �muT i Io aAa tWALL MQWNGI INSTALLATION - ALU'RMMVE T I } �, SCALE: , �. l e ` i RI.a • 4 Y �Ct f Yv. � .. fA' i em ]x •om oax t r •ow nirs it - �' mo tz rt� - .-_N..._ _'_-.�. 1LLLAi(bN - ALTERNATIVE. i VC M69 art rc f � /. MM ,Ogaa • s• a. scewao sna rAln � "� arm„ r .• ._. t w.kWRls.• -_-x ww{o" 'a�r'r'xiw+a osor �.._• _, q _ s�ILI►iG $ it i}oR NOL NG WALL i FAWR Q +1 NTiNC ,WALL WOUNTING INSMIATION^ ALIEMIATWE AW INSTALLATIONS Al=N_aT1YE" SW (SECTWN AT 10P IS LIMITED -,m t55:5-67.0 MAX. SCALE, 1/4' = 1' INSTAU ATiOf! -ALTERNATIVE sw A.S.D. OE54N PRESSURE RATING) SCALE. 1/4• i• SCAIZ 1/4` - i' m rr eeAd. was 6 wM lnrm Iw a,Ms1 Nra,m ��uc�sa�s • a «', NrgR�®on m cusun o[ar ;AAA�A" +T4t�aJJ 4" FLOOR MOUNTING 1NUAU ON - SEMN LAW 6sALm t/A' a � 1.:1NSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S,D.OE57GN LOADS.%J Q •N + AN EC UP TO 55.5, -72.0 p.s.T. D P'AN S LENGTH UP TO 6"�-8, LEI,. TH .. Q �. -3> �:' �jGE:..1F .. FLORIDA BUILDING CODE (High YelOCI1Y NuTrlelane ZaFre 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN 4 r PINE NO, 2, W/ SPECIFIC DENSITY OF 0,55 OR EQUAL S ; No. 4167 TaTEcx am 20 GAGE GALVANIZED STEEL STORM PANEL KF DRAM+ ate P R coMBINAn »I DF SE ONc; NOTE_. GT /'��F.=.. - l c G GLOBAL PROTECTION PROD LTC. aT/�¢m2a �.-.•: ST QF 11iL I UCi$ cyE MOUNTINGS CAN BE ? ot•^'.'°L Alfl P :• .ebb s.w. sl sTli TELTf Tmlla a-dO CaMWAMY wMx, Fti ]3714 TL)P BOTTOM COMBINED IN ANY WAY TO SUIT ANY ��%ryy 5�+�n` � �� i. r as' T P.P. Nr. •. "A M••W r•>1t iL D1 • 75,5 FAY: 20-176 PNWE ,+-... I;la, sar-rm � • Ian€ oi_,mr INSTALLATION. JANIfJ#! q`\ IURFfDATE �. �- bPTAmc ,� 9X!'..�iN'l� j W/L7t31 A TRLTIJ:- PL aP »-.0 - wart 10 or 21 CONCRETE KWNORS ,f/OeNe�O1EIE ANCHOPS MR CONCRETE NWIRMS, SEE S E ON SWEET 141 -. mH;G (SEE SCHEDULE ON +. (SEE SCHEDULE ON FOR WOOD SCME,N SET +ECTIOR o4 SHEET 14 HIT., 1, k rVt rS SIaEv f,) � 2 �- PrnWED CONCRETE14}�"A r/4; 2/* 2A14I, 3/4 tN 4/4 1. 2 k 1W/rs ]• '--w• 56D', ,250' REfNARED= ,Soo, • .250• _ REOwRED d I I' BE K I I - E I � � _ SEE SC1EOULE �H.. }1- I Y,r (ETTO PANp} (rNiIRIOR ..� (MfEA1O91 PMElj 7' SEE SClEOULC (IrtEA✓aR ,FOR iFP AFTmN I € IIS FAN M�aP�SERARATtON Y ) I RV 7. a N r EVERT '$$� 1Vrear`�NV1 r OtEMASS y r -(8L SND r 12 1/2' aC. - :SRO Q i2 Ij2"Q.G. W t 1 1 Min..(CASE1 11 ' JT12-HE m ♦ 12 1 2^ C a 2 ,/2.' O;.O, - - --'- g/�. / sa[ETmvts 6Ia' Inn. 00E }}6, wraB _ l(Si#1�W_,) (SEE nlT. Z/1TO (S ... .. _ _ ,.. ._. _.. .. ._ ._ I I I 22 uiG1TiON g AT ENDPANP3$}. I y�, (S E IEEE OE1:V[S Il14 k 2!14) e • GWTFRNAtE 4CGAMtlV i DR I' k I "" DETAILS 4 PDUNORL0012l,+) 91. I /4. 2/4, Wii, 3/4 0 4/4 i 1, 21 Ar I T1, k 1w/15 I i ALTERRNATE LOCATION ' ' --1 ON UFE SAFETY PANEL L `E W/N0 LIFE SAFETY PANELSSE NOTE )BELOW) GLIFE i,e REGULAR I0SAFETY PANEL W/dREGULAR TRACKS TE s LAST PANEL 1 TD RE AILED . ' r i. FIE ii'DSi` AS -' rrlSEE smoto ON.*f,,l`1 ,,t' r:�i/r,- �, r..r, , `'`• loN'f (� ( �� f WE $i'EYY STORAT PAYQ oPENINC SRdN.I - # i O F F ALWAYS BE PRDVmED w/ BAR H IV �r ��an���� _OPTION STORM `+MEET f4) P[A1RED CONCRETE "-.v..,-,Y TO FACLTATE LV6fAL•Ai1DN &` BItENtlED tsPt RE01100, t•-{ EANELO)TO BE MSfAU.EO t1P REMDVkY)-FT.DM'IN90E � CONCRLTE ANCHOWS r- OF STRUCTURE (SEE S+ SHEET 14) ••.a: i.ife!-ATiON._ _ 1 I - ! IA SGtLE 3 32"v1* N _TAT w MOUNTING INST TION FL' MOLNTIN TION 1 M A_ D OR �tdd_ G I ALL_ N SECTION ] sc". 316• - r •• SECTION 2 SCALE: 3/4' - I` GAP NOTES ON TNT_ �AR'E7y„',TORM PAME�;p,??mM 1NST i}hyFi .. -_ I. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END .PANEL. (FIRST OR LAST PANEL) 1 OR AS AN INTERIOR PANEL (ANY PANEL t,OCATTON IN BETWEEN END PANELS). B AT N9TEiyPANELS. 8 ,SIT. nDN P MAY NOT 8J AILED NT TO RECULA.R PANELS -P SAFETY PANELS MAY OR Y BE ST ATSJACE SEE MaLF 1) (W/ OR W/O REGULAR TRACKS.) (W/ A•. ICs 2. LIFE SAFETY STORM�1 PANEL �N51STS OF O=9' GALVANIZED STEEL STORM PANEL AS. SECTION 0 PER COMPONENT SHEET 2 OF DPAWINO, LU',. SCALE 3/32`-1' ELF SELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF PANEL ALLOWS ITS STRUCTURE. I,TIWl�AIJyi J. LIFE SAFELY P REOU)RES TOP TRACK TO, BE COMPONENTOh BOTTOM TRACK TO r�YA�a iM THIS i# C0 ONF AS PER SHEET 2 OF DRAWING -IV Y COMPONENT WAY BE. INSTALLED WALL ORFLOORMOUNTED FOLLOWING SECTIONS 1 k �BEN$ ''•,� ys DETA� F 2 ON THIS S SET, AS WELL AS E & 2 ON SHEET 14, •t' �\ I. > # ANa LENGTH FOR tY)MPONENT®� TS FLORIDA BUILDING CODE (High Yerae# Hurricane Zane Mo.. ANCHOR SPACING FOR COMPONENT Q>ANCHORAGE AT BOTTOM IS GNEN ON �• � * � mm o ` 20 GAGE GALVANIZED STEEL STORM PANEL F.P, SCHEDULES I a 2, SHEET 14, i , COMPONENT 1�1 MAY BE PERMANENT OR REMOVABLE, *�� '• *� ' GLOBAL PROTECTION PRODUCTS, U.C. ! 5, SEE DETAILS FOR IN5TAliA1tCN INTO WOOD FRAMf BUILDINGS ON SHEEP 15. �'�G •. OR :, '""' 1L` �► iMr- 46nn ar. 11 STREET F. SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF h �, ,P nun' TEanna t COWRNY MV[, !ti SSSIS ' 2p-176 N.W aMn SMAa xA rsMwu eMmW, rtaMtr IY,weC (aaNeeP'.FJ.1, FAY: Cs1.k^enz SPACERS At TRACKS INSTALLED AO,VrGEh'T AND BEFOla4. TO STL1CCOfiYOOD BANES,. A�•NS ���it mA �* A-.•tset>sn-sme.w •: gFbij #HwsAe �._. •-rer DPAWwen NA �� •,a F;E. aEAL/SwMUivAElaA1E war NAtTFSf A iW3T6NJr:: P,E. R ,r rb Sow 14 it Y6 4iaT MAXIMUM A.S D. D IGItI ERIE SURD RE RATING (1} s,L) AND CORRESE!QNDING MAXIMltO eMEL LENGTH "L" SCHEDULE NAUD ONLY FOR &3 INSTALlATNNS AS PER SECTIONS I THIRD I% OR SHEETS {. 5 t 6) aw • EGLTOt Wf 1a04•k:,2 a SS. M_, FANT4ANT AT WOWAP a MITAmm OF PAID. INTO ESCISTING DQNME A CONCRETE ;BLOCK STRUCTURES WID ONLY FM PANELS(j)& 19 OWALLAPONS AS PER SWOONS 1 THEM 7, ON SHEETS:4 A 5)SECTIONS SAM,NI##UINpJ yEa �. r!�i r2 r 4. EN 3 G s' F FLORIDA BUILDING tCo u I CODE Ht h Y ci H n(Canr { rY zn Zone) No. 4167 s 1N7ECv. 20 GAGE GALVANIZED STEEL STORM PANEL, FP, • yAj ST E OF K �', - ." . �� GLOBAL PROTECTION PRODUCTS, LLC. II� w!s•/mat n„E, � y D,T;' �. + 11JTM.,, " .xd i a' ' . I C. M :Wmb aw. 19 STNIEt t Y DA R. 3"1. rNfa U YE, wE r �awYNM,.. ' �0 'Y�4JAr"�O L�K.� Irk' r... . .: nssrw F PNBnE, £�#}t6D-15i5, TAX (At�€}e69-81r/ t+A.F is {]re en-2>OO,: hrr G"11R1-rrp1 p_..8 �. r7 tlNrEl 1NS11... �r ca-oNkvr9 /t+.• rr w .ss+.. PwAkr#O fee .E'SEAL/N6RS1UREfDATE WISER A i6U Jt., .. t Mk:1T=,n wxaTw Asa as o•••.•�J� Mae LENGPI ' ) �Nm e�u�rl°N oa�tioN -� MSXs,UM AS.a L4amN PRESSURE RATING (pa.f-j tMfrolw J„Ol,nPS SPAtr16 FM EA'. + J t%Y' et. MPUC/81E TO ANY CgNBIrYGgN OF Rff1I LFt/011T 1.• NL7 TAPEON CF TOP -COP CALK-M P)NEI.iNTE TFIAMLE O PANEIIMTE PLUS M CO,ICakIE CR tb DaNDNitE' 0 ' TO C[MLIYETE to tOrK1ETE m CQ'ZCRE�'TE m CiM�TE O �E 8., N/A NIA N¢A 4` N/A AjA: i (iGP). 5' S' N/A i Ili+ 6' 6' 1 ieO,TON) t' N/A N/A WA 6` NIA b" NfA Y NjA .2 OOP) Y WA N/A N/A t• NjA 6^ T#jA s N/A - 2 (eonoM} �71A 6' NIA NfA HjA 6' NfA a` NIA F NjA 3 t 4 (TOP) y 7'-6' ON LESS ; t' b• W¢A NjA 6` 4` t- E' 6" I � 1 f60TsaM} N/A N/A {tDP) fdjAR/A' ].rLN/AMIA7 6' 4k¢2' : a 1Af` 6 ¢Y a tfF` 8 9¢!' S EIOP/T84TIDM) SEE 9EETa' 1a k 1d FOR AtIOHONs TYPE t SPACING 30R aletiLAnOhs {ff6 11g00 FRAME BUN.OrIo. NINMUM ANts1C11'SPAC AND 11INx,UM EACi OTSlAMICE ARE NOIOM[e OR iN15 SFSiOIAE. FOR EId., LESS 7MW, MfACA1FP DH 9CfEw/LT REOUOE ANTJpW SPACYtp er' M4IPLMNO SPJTXlA S,IOrN 4N SaNNWE BY THE FDur»vMG FM.1fl� FIXTlsb W,fM1mW ro BE P659e#E. 1d4DITCED sPAca/c oefAMm IT6NO FADTDR AU11. HOT RE lLSS 1FWN MMawi€ EfMt� MOKATED /OR-FAC11 ANL`Nd# 1TPi. AT A,ibW)Ra LLOiAti, ��� t¢,'• X. 1/,S 1l4i i/{'M af4�a. LVOOW tF l'Ar-W •NWMNI[ R CWMM 4816-18 rt. AMG•PR SN4" Oe7 1 a a s a rn - ] N sr.nw Oda M) r"1AAn 3 3 S 3 s s e n �dDA1 3 s at/2 sVs tT� /NNn �a � aolErl gldOlt 21 , n - ,do- au ].. €Aa v4 1a..3le LOHCBRBS B }YtNG W/ INSSTALLATION Ms.11 B tj4- as FOR PANEL DETAILS FOR REGULAR PANELS do U r ,p U!M" s (H,MEL LEMOn{S iR TO 8`_0` SND a FCR I.ENGn9.4 L)P 76 a'-B' AfPa. aN I1h3Q INTO EX15TING WOOD STRUCTURES - . ' • PLUS • 12 1LLMt1E FFMIKE #4 OR PAW . THREADED i2 1 • d ::, wm, 1 ifY W. iNMADEO PI' m , 'i •, ..: ..4 Y.W.' AGO` }IFAOER i'oR.4u...LENOMsv- a t i y f„ t 5 f # I r f' c J2^ "M PQI[iWbN TO Fs64WO�NEALwR. i t ) 1 `3 }# r! I •I 1 ) S 4} wow fi t I p6 � 1 I 7 ,T I= EO E mill. tlOOo IWI'MA KINARM Wnaa rtGram 9 1 f E ' TER DIVE 1 W SCALE 3/8-1' MURNATIYE 2W SCALE r 1 SEE SCHEPtX7E fWF Si#EF' a SEE SCHEDULE " ENFt Elt. SEPARMW £ 1 I I I S f I r I P EO psL F5i ( 3 T 4 J E {{ , i" Pot _ I I I EO r / .. I. i rr .sso' t o c MOoa PrAlF -,i 5 L.+t I wowE.r9.gc . f '" 1/4^ 0. Ile Lowy. BIAS" 6USIANG Wt S.S. MS 0 8 if4'D,C. - ayr�p�-�;• ss. B in%..1 fit} e r 4s 1 �, RFAUNCo ,1 3i. 2 • I FOR PANEL lSALONS UP m Mo 6 - r 4 N. r�; 0 Z1. RAZE TO i14' at FOR tawWrs IP m OR I94-IO PMH TE EEFMAIi m OR. Y `. 5p a IL - In"i t i I' a PANELMAIE Pits r t2 tj2' 4 G IffM t L'S 't>: v.•, uc sorts . Y 6z W n M ec„mMY� ALTERNATIVE aw 4W �ILTsaki .L II i Art HRuaEn PENETMOiD!# AT 4M�kfOSN aP 646TNS pCTOD iLATE.F�R F 2k{' PG1E � .' . iYCaOM OF R7dF. F PATE, SCALE 3je-Y 3/ -1 SaHE 3/B-#' f I •. I �I; ALL LENGTHS UP TO 9'-8' 0- RT•yJ` 'i AIRY.atl MOUNTING ILirlrTALLILiASIEI.! BUILD- NOTE t SHUTTER TRACKS NOT SHOWN fM CLAW Pl��� SCALE 318-1' ��- SCALE ys-r k4tBS: t1YN� AP17tN��p/ryry &' '4`i/.J. N IN5TALlATIGNS' ARE ONLY V F BU NOS WITH A: , DESGN .ALL - OR. #TOIL. H S.D I LOADS C $ ,. :..'T r R^ EN � OF + 5 -72.0 TO D EI.. );EN�'iH P5F AN PAN- S , UP' TD .8 -B .. '• �':.., `�+) :. s FLORIDA BUILDING CODE i1r h Vs#oaD No cone zone) O 2 FOR NEW WOOD FRAME _ UCTION. DOD MEIN TD E SOUTHER. GONSTR DERs B ' 166�41!L1TTA INC 20 OAGf. GALVANIZED STORM F.9. '. P#•#E N0. 2, -WI SPfCif)C:I)ENSi1Y OF O,SS OR EQUAL STEEL PANEL. , NA�r.- FOR ._i %MFiUlATION OF. �rF�. �.___.._. y EOF- Z �;;p ••• S ?•,. tE,.,_-.-- it L,r GLOBAL PRO PROD I.I.C. PROTECTION PRODUCTS, 8vE' TOP & BOTTOM MOUNTINGS CAN BE FL A1p� � � AaF -; .....'" .¢ f TItLR TpnNO a O.OITdNNQ AWT 4aA "`SeE, """ ` „` Nebo sit. 61 s1rtEET WW- FL=,a t31rnE: (''-T14s, rAY: CA6x)cao-ersx 2D-r76 COMBINED IN ANY WAY TO SUIT ANY J 4cSs1 A E rys•AT+FrrreT p� •„•„-1es -...,;. oaeTwa r€e, OWN.LATTON, xTxML :c. 3ulJgGw,L1€€r�/DATc u-a666TIs WALTER A TWIIF T .•• re.r.. .. ,e....,• w4`t6)E SR#OS 9 EVER OIRERIA i�OO HOLD PANE D/W UK CASE 1} J' Msl. oASE b) IS) a M e A e A e . A s r M • f s e� MA "ASA UPOON OF 5t➢-[7dP CALK-M PANILMIE FOWE 10 PN[ILgE.9cU5 Ta WOww PANEL INGtPRESSURE N+MTsw. yl: m DONCREtE m CrMWWnE yyCjT 70 CONCRETE 10 CpNCRElE SLOLR CONCRETE m CONCRETE BLOCK TO ONCREIE To CONCRETE BUICK a tWt COU"e"E 81£`C1L DOMBNW#JM OF TEEM LEma r •I- VL] 6" N: A I NA f NA f 6- NA 1 6' N / A I NA 1 T k.2 (TORT +5$,4, -72.0 9- 7' B' 91 Sr B" 9, a '9" 1 (BOTTOM) II" OR LESS - H55.0 -72,0 B' N/A N/A ..NfA 6': N/A 6' NfA 6 NfA ) 4c 2 (FOP} 5'-0" TO 7'-6- 9" $^: e" 7 i 2' e• a• :s" I 6�at10N - +5S.O -7ZO 6• R/A. N/A N/A E", N/R : ,. 67 N/A:.. fi" NfA i ik 2 [TOP) 7`-6" TO ff-el 6'^,: 6` 8' 8`'. 6'. . 6' I (BOTTOM MAXIMUM ASIL DESIGN PRESAINE 'PAY•Y.. " i I Mo a 4/0' wr. FROM TOP OF MI - FAY F MO e r w.. 11. TOP bF A.U) - APPLICABLE TD SECi44N5 A aETE C MTBN�T.0OF LL XII PANES LENGTH "L.' (rt,) T `TAPCONTO "' - -.. +49.2 -61.5 3" 3" 4 1/2 4 1 2" 2 (BOTTOM) '7-e OR LESS 2 (BOTTOM) 7`-6' OR LE +550 7ZO 2 1/2- 2 Tjr --4' ; 3 1/2' 2 (BOTTOM)) 7-6' OR LESS +55.0 -7210 2 1/2- 2 1/27 N/A N/A 2 (80TI4MT -2'-6, TO 8'-0' +55.0 -72A NIA WA 3` �' 3" 2 (60TTOM} 7'-6" TO 8'-3• AT 0 SEE I!iSEE l 3"—'IFITEAtOR PANEL -'''---.ENO PANEL i SCwEDN,E 'T' SCHEDULE , ^--3•--^ #2 FOR � 12 FOR 3` JEW ANCHOR MOM. ANCHOR I: SPACING VAGINO J 1=3" MID. 4 DETAIL 2 t EMR MOUNTINq INUALLATION (AP_PL!CARL9 T SCHEDULE 2) - SCALE'. 3/16 - I, MAXIMUM .S D DESIGN PRESSURE [tj�TINO E, AN�ORRESPONDIN MAXIMUM PANEL LENGTH "j" SCHEDULE IAP.f'1 iCdLBY>'�.'LID,.3�TIDNS�..R:.,..lNOSA�n-, Oft ys1- t crORu PA `N. Mist„ ON err 13T MOWAM Asa aaW€F Mru. PARS LFNPDI •L• wMMW aO4,U lb•, PMWp ReaQAr €Ml„O wti ta) TIME stctuNs) to � LIWAMTRI tea -T29 ] SEE SfEET T5 MR AtNCHIMIS M a SPACING FOR RFGTALtAT10NS INTO W'ODD iRAIE BUiGNP. MWMUM ANCHOR SPACOM ,DUD MAN"OM EDGE d51N/CE NNNGAti a DN SGEaUIE. ARE 1IPO FOR T .iS OPE 8f MW1LYe E PO SFACID EA. LESS SCHEDULE LWI SONEFOLLOWING AACTORS, FOR MULE Or s11OWN ON 6CISdUIE BY iM F,RLOWMG FACTORS, FOR THIS aPER4T€DN 70 BE lAOS51@�. REOURaz1 wooer AINET# €ASN#O FACTOR SH LL NOT BE LESS THAN MINIMUM SPICING` INOICAT€DWCfmR TYPE AT ANCAORS abmE .FaI6R 1Kc / r FM/W OF IAA-nitlr P � �; tiN1t'.q Mn. .Qrp16I#>WA_CaW *4 a S 3 3 '21A RSMW41 1/2 -. 19W m O e�T HRCIDR MAXIMUM A.S.D. tMING DESIGN SCHEDULE PRESSURE FOR RATINQ REOULAR (a,ad.) ANQ ORRESPONDING MRM PANED Ct A MAXIMUM INSTALLATIONS ANCHOR INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCjiJRES (VAUD ONLY FOR PANELS(1D& @11IMAL#ATONS AS PER SECTIONS 1 THRU 10, ON SHEETS 4, 5 A. 6) tl" .AA,�PLjtRA i4 s GEES FLOR)DA BUILDINGD i h Y CODE r iC z. r..? ND' 4i&7 maADTYatcEM " (High e 11C# I rY }IuFgieana X12T#e) 20 GAGE GALVANIZED STEEL STORM PANELBlow - -�, .�•....•..._ '., ( �'��� � fir• }• GLOBAL PROTECTION PRODUCTS, I.I.C. e'r'a�6;' ill F`r rMi.. wt - __ 4 aeM +, ,• �t Lr " . • 19 ' �� ,it .••<••i} :T`-�" Y. rMt]"r .';m.,w.«rwWm`o��"�i;,: PMw,44J Nr 1W,IW #Wej iY .BID r, 61 SV MwNE+ wv�snF'sA+Irias+ 211•-176' (Ns+IiWsn INW-eTn} A J//AAllid ,E, m»�.M••••u•. # 9A4,f514txF0REYT1kTE NALTEW Qh060$ii9 A: TLLIT -fir Ya a. P£„ r ;.%f€w1w Mcw ra DAwRLA: Nti ss rF•14 • •. •' { 1 ; 'LEST s of -A MMIWM ,MXeAtIM dNCY10R5 SPAL9116 FOR FA = 3 -ij2` Asa DESIGN TA.CON _ a TAa.-cs� uix-in ra+EiVA#e FTJtu.€ ID rANELMAtE P,,vs sou6 SET SECTIONS # a MUMIYUM PANEL PRESSURE RATING 70 CONCRETE � CNTCREii BLOGL TO OaNGRiT• �WCRETE 1%OCN To CONCRETE m CONCRETE 64oCA m CONCRETE m CONCRETE BWGr TO CONCRETE TO CONCRETE 6lAdf' TO LmNCREiE m CONGAE7E BLOCK ANY t4MHrIMr19iX, OF THEM LENGTH 1' (R•j 6' NIA .- 6' N/A, 6' � N/A 6" N/A N/A N/A , (LOP) 6" A` NfA N/A B` N/A N/A 1 (BOTTOM} NjA S" N/A 6" � N/A C N/A N/A Nj,+. 2 (TOP} 6' NjA NIA VIA 6' N/A 5' Hjh 6' NjA N/A NjA. 2' (BOTTOM) 'SS.b, -72G 6" N/A N/A N/A 5' N/A 6" --6" N/A 6' NIA N/A t{IA 3 & 4 (TOP) }7"-5" TO 6'-•a"` OR LESS 5. q• . NfA � NjA. 6•. '. 6" B• 6:' 6' N/A NIA 3 (uDTTOM} 6" N/A N/A N/A 5" N/A 6` NIA 6" NIA N/A N/A ?{TOP) 6' 4" N/A NfA.... 6" B' N/A NfA { &: 7 (BOTTOMj. N/A N/A 72 tf2" ` 5 fif{" 12 if2' fi if4" 6 ,/{' 6 Ij4• 6 I:j<" b ,j{' N/A N/A 5 (tOPfBOTttTii} SOLO. -53:3 N/A N/A 52 tf2" 6 tf#' 12 if?` 6 iji` 6 tfi" b tf4' 8 tf{• 6 1/4' N/A NjX 6 (ft3Pj90TfOM} 6'-B' TO tl'-2" �55.0. -TZO NIA N/A 6 3/#' I NIA D 1f{' N/A B t/4" 6-tJ#' 3 6 ij{" 1 6 Tj{' SEE :SHEETS t0. ,i ANTI 12 Ff1R A],L1#DRS TYPE t SPACING PSRI.MSTAIIAiN)NS lliTO W000 FRAME B0.1IprA: MINIMUM dW. fPR SPACINGS ANDMefIMU,I EOCE DISTANCE ATE WDk'USib �# TH(3 SOHE@Uli. FOR EO. LESS iFMI, 1WOIOAtEO OW SCHEOUIE REM" ANCHOR ANCHOR SPACING 01' ANlI,'i1PLT1NO SPA&1NG SH(WM DN SCHEDULE 8Y 1iK FDlLOMWR FACTORS. FOR THIS OPERATION m BE POSSIBLE: AEOLL]C€D SPAL`tf0 08TNNE0 (15MG +ACTOR SHAi1 NOT � La55 TFLMi 1NIAMw SPACTTD INDICATED ATM &CH ANCHOR TYPE AT Fd1LFtOtV' LECENa AN9AR TMC s/{•• 1/{a•: 1/,•• ij�. TAPLYIII Cf T11P-tlM' Q � {Yi14-fN 90W�3i 10i ANCSeOa yA�,b Dp,) S 3 3 3 4 ,f2 1 TR•teaTA,18 Cwtr4s (1•.) ] 1!a lahMiM# taros r.NkN 3 S 3. 1/a. ants { 3 9¢t. AC#WWL CC 0� aWN4) ► At T Fi,t Y,- - 11ja' INSTALLATION DETAILS EQRREGU( iR P-ANELS do INTO EXISTING W 9D STRUCTURES w:. ' *` 7,-,0 PANELMAiE PLUS. .: �''`•- -+' , .. „, �It{-^f0 PANELWTE PLUS ; ' �1q-7D-PANELMATE FIGS j ! r � '• THR PEl1ETR/i 0 / -'... .. TWIN " PENEIPA. Lai WOOD Fj TIDAL T. , 7 EAp�k TING EXISTING DUSTING W4o0 HEADER DNc tY00D fA6T,WG1rCeD REau p €X15 HEADER #LEADER IREO +� �t , I / 1. { I1. S { " 4 f jA w I� i MIT • i6n r • .s•ro _..LING 1€MR 4 a ,r 9 • awn r / mW'r 4Wm • rAFxf slw EVOW tlA WODO. ##PIIER W000 HEADERIt REOUIRE{i"- I f I SEE szarmulE ON I SEE SCHEDULE OR SM ON sCHET a { 9EET e I a18:ET a f✓�IMA�__. FOR Wfn SFPiRAt10N r Fors m cuss. ro ays. m m.Lss. E '. s, Lt _v_•.-..-_ .. ^_. _ .:,-__.._ 1- - Max. PANEL LENO'FH " - Mazy PANEL 1ENGIN • y Mbx. PANEL LENGTH (SET NOTE 1) t/Pr-1wn• ss. (SEE N07E 1) 11,Y- ^ ssI (fie NOTE 1) MS. wj T¢6Y i : M.S N! 7/a"P • ' ' I I NS. wA7f8Y"x ! i E�i2g1�O.CR�iw �°-T...�• .) W t�Yt'r�o44 N 3_ t i�at•Eftr�GkfPo t i I j 5 iW iI ' f " 1 a L^ I 7 3 I 4 Or F 'L' I l I I MA'4 S ALAX t f L r 7' I. ) I j i W I ( f { r )))JJJ S • .. " •,5,+ '."^-<.. mar. €t- ow EO. _._ £ EO. `;� h," ..,r` I '. pr I O t2. 1(2 C.C.. , , I '; NUT • ' 0. - •. ..:'-.ram )y.. #:4`M`. ILG SCREWS y� L _ y I.{I r 6- O.C. W/1 1/2' MIN. 2'Y4' WO66_TIASE 3T. - , ih10 PANE1]MTE PLUS Tx41 WOOD PNATF., _t,_�) 'I t ( 2^xA` WOOD Pw- *' I MIN. THREADED -.. THR AD APWTE 1 I, ' NEL AI REWRED f USB' REQUIRED " REWIRED Q TwRWIDTr i MID WIDTH OF PLAIEPENETRATION i 45L lA0 SOREt.S 9 { Oz. 51AGOEREID W/ 1 - ___...ry -- ,s AT MSRM[?N OFFfPL Al IN SCALE 3/B-t• ,. SCALE 3fB-1• SCALE J/6-,- bDi,ES: i, VAUD FOR5 �T} it IQALrh 44FAS.B. A,,MxFM1MLY BUILDINGS4"Nf DESIGN WADS UP TO #4S.a,NL480 p4J, AND ,. UP TO PANEL`S LENGTH 121-4',r4Pr 2. FOR NEW WOOD.. FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN iIS s G1 ,- a Z IRE 2 ;SPECS.. F 0.55 OR EQUAL � � ... FLORIDA BUILDING COD (High Y%IaQ1}. urdcanB T1eti P NO . Wf F10 OET•TSDY 0 E ( N. 2O - D. d6 _ NOTE r,la. r%,BHMAT,OPY sFcrloNs � 20 GAGE GALVANIZED STEEL STORM PANEL _,. c OF _ - 1 Vt a 7 _i tM%A+ srr TOP A, BOTTOM MOUNTIh GS CAN BE *'� r � c^.�Y".,.• 'i"..: mtAMfs�'7tl S r,�- T w GLOBAL PROTECTION PRODUCTS, LI C COMBINED IN ANY WAY TO SUIT ANY - -- E C w i f : 1L G SP VF Iws. INSTALLATION. Q t r (j •, bob sr, bl srREET A` FL 33314 T a OiA14 LLAiT TEbTMa NEW COMI. :'•>'�: P,a a•r. >4 sa;rtil, i'sbx gte4 R. N:r (s6.�-7146. FAY: t55i1xN-Yl➢l 2D•-r TG.. � •r,.�, OaO aTI.1A"-r-rUOU Sfvf9r. JJJA/tYll, NAr. 144'.t �1f5GryyUFIE/DATE eA-oma,ta �. o�ew ... N'AL1FR A TAsIT�P.E. , mn-,4 a - 31QT12 aF 2t N TA iO T ja P AD SC EM5 r a a;D W! nr.MW,it+BwN INT a�ExljT t(Q WQ912 STRUCTURES I -T 1 x w.. TMmrDED j1 m wooD 1tJDEA #Rr I'1 Ik Nf (t EO Iii� EO I OR ILI ED E •naO +EAncR I DI ) EO E L , , y• I REQUIRED _ � - a :. w000 HEXER - '� 1tl99P. wEAL9Yji. RL'rAIRETt PTHG�rAr/P ^^----Ek��-- ALTERNATIVE 2 � ALTERNATIVE I 11ja•MF.•p '1/a�`.FRYt./u•c1TNE .. € OW a1EET t+,. FOR SD*MYKN I 1 m 61v155, s' - . EQ J• I # { Eq ([ ED -t s i.t i s....._: I I 1 1 , as EO ?I I 77 k P'- L S�`t w KSATE, y 9 "EO PEDU 4 I F, [ - ALTEFCNATI'+(E 3 A{,wT_E_RNATIVE 4 +, r pp. xi¢UUIrEO �I ''. X w/ t yi* 60Ansvow 4 N X7mc. R/4%m /Y LAND BRAY+ 80SHRMG W/ i/4Y-20)Q' SS U.S.r A' O.C. CR. ALTERNATIVE ' OQ ERAM,iE CONDITIONS do ANCHOR �}MIONS 1/4-0-20 PANELMATIL FEMALE 0 00 PANEIMTTE PLUS. • a O.0 W// i ij4• i&n, PENETNATIDN TO E1]STI;i waaq PLATE 1147E ,:9#AM TIMM IV SHOW MR CLAwn` tNn#TmN DULL MOUNTiNG INUALLATiON ALTERNATIVE 3/n• 4 YV a v�ti ✓'4 3yti4,GEN$f scum - 1• r i FLORIDA BUILDING CODE (High Yel "urrlcone Pant) a A , z # f442n iATECO, "C. 20 GAGE GALVANIZED STEEL STORM PANEL Mwx"Br "AL'`'. 1. INSTAUATIDHS ARE ONLY MALR MR KIILDINGS WDF1 AS.O. DESIGN LOADS- LP TO +(1'' ' ♦55,5, -724 Fel AND PANEL'S LENGTH UP To N°-�Er, ','?'p' fL R10.. > '.. � M•,r••rY,n w BA/A/2m GLOBAL PROTECTION PRODUCTS, LLC. y . a_ MR NEW WOOD FRAME' COMSIktIG,€DFE YMDOD M€N®EIS To BE SOUTRERN PIE N...2,. w/ SPECPM CENSrTY DF' 0.85 OR EDO.AL. s Jy *` , •.... r �G , -. n// I 14t^' . e✓ �/ Itf C, Ipgb S;w 6i SiREEr -pia1N8C1NNe M': -ON'C. Ft 333t, 20'-4 5.. AS nFAx d N+S a F' N..1M a. srk•a M " Pi00YB {rS!YaWi^I%S/a, FAX. fs1.),a1W-aFW/ `'s,Ma � P.E, JUWC./E!AiE QNOD06Fi4 WM.1ER PE• ra . •,rrs ••L a.. r iNe•a•, Aw': FaIAAw#G NM: - : QRtrla 6riN a) a� c0 o a) L O CL Ca d. . .� U N � CIO O CCT U) 0 0 O C� O O LL- 0 0 Cu > .w ^��' ^0- .� VJ Q O CL Cu O U (D N•d.•N cW G Q Z z Q J SHEET NO. SH 1. 1 OPTION #2 FQR LIFE SAFM MRM PANE (I ELEYATJQN SCALE 114, moL go SECTION A -A SCALE 3,ftv�l- 0'ejudio" MAXIMUM A.S.D. -RESIGN f%05URE RObIG (p.s.J.) AND 0<,�Jk- TIJ4 QQRSE5290INg MAXIMUM PANEL LENOM -L' SCHEME It - -, �., % � M"Imum �A.StDl Max. FANEL LENGTH MINIMUM SEPARATION I PANFI DESIGN L 117LI To CLASS CONDITION WIN= (SEE SECTIONS) +55,0, -72.0 '1-8. 2 3/4- UNBOLTED INVALLATION MAILS EQ8 Qf!IIQN J2 FQR WFE 5AEM MRM PANEL 2YSIEM INTOXXISTING WOQQ $IRUCTURES V470 TAKON 0 ox. W/I em T N, HIRAim it At wooet -04ACER W" IdQUNmjNG ML=ON WALL MOUbMmc; INSEALMN TERHATIVE Aw ALTE� aMlon_E� if REGULAIR fjVU ML SCALE SCALE ale- I' mu-1 " INSTIALATIONS ARE MY VALJD FOR UPLINKCS WITH A.S.D. =004 LGOWS UP TO +Ssb� -72-0 PSF AND P*PWS LENGTH LIP 10 W-r- 7 FOR NIW WOOD FRAME WOW MEMBERS TO BE SWTMM14 PME MIL Z W/ SKCIFIC bENSHY OF 0.5% CA EQUAL tef TAPCQN 0 r ox. six:II 15) 1: 1 1 , : I PANEL KATE t1g.,X-O PLATE WAI L MOUNTIMIG, IWALIATION 9 MmmIlm ZEL SC41C 3/9'.1, W/ I COMPONENTS FOR SERIES 900 & 1000 E—Z HANG STORM PANELS (SCALE 1/2-l') 15.196, (WAL, WIDTH)- 2 2501 2 250' ---5 1/4----- \,SOD, 2 Soo, 07V HEMMED EME ! 2-20V "'tr ;LOW -2k�, DETAX + mommum 4 * - ------------ ----------- -PIS F— STORM E&A REVERSED "h* JWK Rua -u- Imi -75 HUMED ISOMETRIC DEW DETAIL ROUNDED CDR ER 0 ENDS OF PANELs END UP W/ HEMMED EDSE� I -J ;Z7 TRACK Ai(Max.) ALUM. ANOU 1 1/4 VADE 6061-TS AlUril. ALLOY DBI* (TY01) 44167 % zz t FLORIDA BUILDING CODE (High VelocifX Hurricane Zone) Wm IITVM M 24) CAGE GALVANIZED M STORM PANEL rp, TATE OF am* On DAt GLOBAL PROTECTION PMUCTS. me i� ... ( b Lit co Me rxr(M=J AWW—&= At .0 51=EI f, IAAj4.* 11' LONG INHA � R� 6053-15 Murn. ALLOY OPAL" ft PL mom MAUT 21 at 26 IRSI&INLAT19N QMLJ FOR PTION 4Z FO LIFE SAMY STORM PANEL 5MEM INIO jms-TINQ� POURE CONUETF 60 J14* TAPCON ANCHORS f—j i'lAP000I ANCHORS t/4"TAPOON AI"Oft TAPOON mcom ox, pautov www,�, Aroum IZ Ile cm, I PH, SOMOW 10 1 I- I I sm I'm k T .-J, It - CIE It Ael J= 6 N A z� 0 4 YS, 7781*0 NUT W00HER all ox� it Wr Aim NUT Vne, A#* t tt t Ai `12 Ilr Ot Nut TAPOON ANCHORS WCON ANCH T ORs Ilr (SwAmum #1 SM) (VAGGERED W/ SM) 0 4 1/2- OX. R CONCRETE CONCRETE —0.10 zfz. E BLOCK re at= WCO-M rd ---- -- T,&i 1' AITION WAII -- md�.. Ill'.. ON MICTA k I IIvjO 1110-9 Ua MQUtmma I 21 Aim"k UUM Alk " 2 UEE lhmx EM NEL UNN"XIMEL SCALE s/0-l' 11194011 AMion, ?w S1.00 FOR 4,10=71XI pom N, PLO N, =00=4-ft SPRONOI AND W"W 00 A FLORIDA BUILDING OODE LAigh Voloolty No Carlo zonA), m i : A167 I ww- p1q, mft FA 20 CAGE GALVANIZED STEEL ST09M PAWL S Tf 0 BAL PROTECTION PRODUCTS* UC- 11MIC 97 WWII (W)M-7646� fix 0540co-Irm Powl, drliu INSIALLAIM QET—AIkA., EQ8 QPTION A2 FOR UEE MEM -MRM PANELAUXEM ]WAMISTING WOOD STRUCTURES � j ---44,0 TAKON 0 ITT Q.C, o9v4�m'Wo'm WOOD HEIDER 1/4� I/e MI. 11 Mil SWAROM TO Cow r-- ism Somm 00 Oqu HQ W. MANAMA` TO cum" OtIr SCAM"- 09 9NOT 141 I PANEL LENOTH --A t r.41 REQUIRED ATE kim/1"o 1/32 IfiNs mul 'tit i* 6 1/*- O-C, VW WING Nor 'z 4-p k h 1h -WINER 0 (SeyoNcD + - I Ull MR. PN AT 'OF 4 I&OWIDTH OF PLATE 114 t, - 1L WAU I'llaulful thsawlam k TIQ WALL UQUWMQ ON 2 REGALAR EL 0 'S; a SCALE 0�Y-` W, V SCALE FLORIDA BUILDING CODE (High, Velocity No cant zorte) It S 140 4067 "m TIAOL W- 20 GAGE CALVANizeb STEEL STORV PANEL Ff. a" I", INSTALLATIONS ARt- ONLY VALID FOR BUE,00" WITH ",D� OM" WADS 10 -MtS4L -72A M AND PMEM LENOTH UP TO S�-C, ,*a RIECO,"7 I1LO11AL PROT ECTION PRODUM Lm 147/* 2, MR NEW WOOD FRAME CQNSMUCTK?%-' ADDS ARAIMS 70 BE SOUTHERN 4w 151 STRW f"W- NO, 24 w/ smmm DENSITY OF O.Sh OR gouil- m wu 20-116 Mm n !7tft -ag T- P: 3724 (4. W/ cowo (E), #01 V124 (SEE MIT z SELOK X mm.AI, Z174 1� V/24100� Mm Am a 1 10* 1. ;� OF 00— It, SmIam ON vgv 20 4.t� Val T V PAW) mm 4 SEE Am I� 2. I I , J, t IV , I Er 4,1T Ll LI J-1 40 X -L' rm Qj'j'!T�21 T! iTITIFI, yffil ITITIVI 4 44 I L-z ------- IT*) LIT BE WrAne 111� ly" 1 00 PANELS ALIM OR 11 MITERIOR PAID$- IN' LAST PAIALP k To WN= AT rAeN AT Opam rz ID =09 a,,-rww INSTAIM FROM PANEL S Rm I t VAL v�r - I - =m 770!`�Z 7,7;1*T7 7 7*'� ------ ;>-/- r I I - ScAr (1), zmIrfm AE Som 102S; t - 2 HMO STORM PANEL SYSTEM CONSISTING PANEL t TRACK$ AT 'to ATE Pirs OR 15 ONG f�U,:�M K" STORM PANIE. SYSTEM OF pAlft (P BOTTOM W/ M C I TRACKS TOP A SOLTOM, (2)� END TAIN" SHALL ALWAYS K CONNECTED 10 CA $ILL WALL SYMEANS Or Lop (2),got 5*,0AWLWAYS, 100TITIA TRACK OTHERWISE A STOP W PANEUAAXS 0 NTLT Tit 15- LOAD TRAC)Ar END FANVIS at SHALL W C�;�To, �!/ 144 -2W/4x:" W� W.- EL, (3), if To Pma�', ME CoxAvom -to f�" -TRACK, CONWMN siiAtl- CONSIST OF DESCRIBED ON ELM, 1/4 *-200 , /* M,S� W/ ?/4W3/,12, VIAS NUT OR I NMI- THUMBSCREW FASTENERS 1XIM EITHER OF TWO (31 FOR CASES WHEN END IPANELS ARE U$E ANTLYW/ I S- 9qxV7W�L:" END PANELS ARE NOT CONNECTED TO �.Q%Ojj �SATO'p awl (41, IN CASE THAT END AMW ARE NOTV04140TED It PROYIDED AT TOP OF SUCH PANELS, COZA&K ED Il; A STOP BW (41 FOR owiLtI(noms WHEN END PANELS AND SEIM k4v-5 ARE DIRECTLY, BOTTOM TWK MOUNTM t r is ONLY USED Attiop) *1 LEAST- Two PANms SHALL praximR." ONE WrEm.oR RiAlft. AM 09 NOTE IN BLICK CASE� CORRECTION Or RAMS MAY BE M AITACHNS BOTTOM TRACK TO Au CIV.PIWMAY A3F&9=-1iS&0wN QCCORArA3W)A= LOCATION, ELVATES 00 R&APOMANDi/ ' 2, I li� (V SEE SECTION I", Y 4' ON SHECT 14� SM ANCHOR SCHEDULE ON ShEET M U.TairmDumcc, ro PANEL ON am V= CKJ �ERS WAILED 1%-Irt Bm -3 mi E LEFT * RLWAT SIDE Of POR PMEL) tIAVC THEIR MMARS RETAINED BY LORIDA OUILDIN0,CODE (fth V*Iwty INo Collie ZaTIW) NO, 4,167 *N* ILI= W, 2D GAGE GALVANIZED STEEL MV PANEL OAK*% ft SJAJ OF MAL PROTECTION PRODUCTS, AM" tit Srw ww it, ""I "or, 4MW40-140� IAN, SAH"�M zaim, AlMom .I-. romf 71 WALL MOURM I r LLATION A Sm SAW I -ME k *&20 *= *ON* h* upaw f SPA04 FOR WALLA& FRAC WAVINO, IN, Mom SPACOL w www'AROHOR SpAmicm om m ew OSIANCE ARE WINCAIM ON, 104 " IM THAN 0=0 VOW 31/2 RNL OWN ON AL ff -2!- _OA EM :N FOR I'. MIMS ON ~FS 0 rw!HER 31W WIND CRm --VAEV cow �Dgaiziw w4cx grEhom =011 SCALE 44167 GUMIAL WIM YA19 E=Z HM =6W PWIM SWU 1, E--Z ' ANISS =RMaAMEL SHOW ON THIS PRODUC111VALUKTION DOCLIMIENT (eX-D,) HAS wv VMP�w MR COMPUANM IN 'aq moomw OF WCON ANCHORS AND PANIELMATE PENILE to & PAROLMAYE PLUS NIS AIDW.AM =mmo� ACCORDANCE WON TOE 2020 lyth EDTION) OF THE FLORIDA, BUILDING *=� BLOCK Y/4111 )OMPONIED Cox, 0,1) MINIMUM VASEDAIENT Or 1/4-4 X 7/e Mg-W ANCHORS SHALL BE IS 7/8' igN CONCRETE - DrSok WINO LOAM SHALL BE 2�= IS 0 SM UWWI =CWTENRIE FOR A WIND SPEED AS RVOUIRE 0A %roAlIEC NO EMBEDMENT INTO ANY nNI54 MATERIAL SHALL BE PERMITTED, r .. FOR A, DIRECTIONALITY fACVR 0-0,55, UBDKQ ASIDE 7-10 AND SHALL NOT EXCEED S') 1/4' 0-20 SS SJOWALK BOI.TS USW SHALL, BE LONC 04OUCH(VtOULD MY FIN" MATERIAL VJST) TO DESIGN PRESSURC WINDS IN"TED ON SHECTS 25 4 26, mare 3/4, INTO ANCHORS, IN OROM TO VERIFT THE ASOW CONDITION, WOO LOADS DETERMINED PER Asa 17-15 , SHALL BE FIRST REDO M TO ASO� bEg" Ix"ArVIC'NUMPLYINIC TAN w 0-6 IN ORDER TO 04 WE THAT PRECAST STONE, 09 FREW CONCRETE PANELS BE FOUND ON THE E)WNq WALL, 70 COMPARE THESE W1 MAX, Ck$V) RIPAICS INDICATED ON SHEM 25 & 20. ANOfORS SHALL RE LONGtENOU04 TO REACH THE MAIN STRUCTURE KNINItSUEN PANELS, MENDROCE SHALL EIF- AS MUMONM IN SA) AM IN Is*� IN ORDER TO VERIFY THAT COMPONENTS ANO ANCHORS 09 r143 PV), A$ TESTED WIESE NOT OAR STRESSED, A INCREASE IN ALLOWABLE STRESS rA *)NO LOADSWAS AM USED IN THEIR ANALVSkS, FASTE14MS SPACINO to. WOOD RAS BEN DETERMINED IN ADCOROANCe WUK KALS. 20IS- (C) ANX BE 99STALLM FOLLOWING ALL 'OF THE RECOMMENDATIONS AND S0EMFrATVDNS OF THE AKRON'$ U&IVW&L SIVIRM PANWS ADEOUACY FOR IMPACT AND FAMUC RESISTANCE 10% BEEN VERIFIED IN ACCORDANCE WITH S=VOm 1626 OF IRE ASCIVE MENTIONED CODE AS PER FENCSTFATION 'TESTNO LABMTORY� INC REPORT f 2014 AS PROTOCOLS TAS-201, It IT SHALL 9E:THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHEIIE SKMER 18 10 BE 'IAS�201 MR W-003, ATTACHED TO INSURE PROPER ANCHORADE�� IRS SHVrMR SHALL ONLY BE ATTACHED TO CONCRETE, SUDCN` 2� THIS SYSTEM HAS SEEN OESKINED TO SE WALUM ON THE VJTSW OF Tot OPENWO ACOMONG THE OMINO FROM THE m . FRAME BUILOWIS, INSIVE THE M. Or A LADDER OR UFT, "Mr. APPLICATION IS VAUID WHEN INSTALLATION Is INTENDED To Rr PERFORMED 11, THE INSTALLATION 0WITACT I OR is TO SEAL/mix ALL stiurmit COMFONEW mus Am" Rm" IN CONTINUOUS MOM Ii/D.M Of STRUCTURE CONTACT WiM ItHC BUILDING 10 PRELIENT WIND/RAIN INTRUSION, CMUUX Ma SEQ- SHUM TRACKS ALI, AROUND FULL 1. SERIES I000 OWALLAIION IS APPtjCPLXE TO SlOW AND DOUBLE HUNS STYLE WINDOWS WHEN INSTALLATION 1S FBIDUM TV BE LENGTH, mroRmEo fRom Tot iwAm or tsmumn, tl "ORMTPANELM045�1AXION SHALL, COMPLY WJYR SKCS INDICATED IN THES ORAWINO PLUS ANY BUILOW4 AND ZONINa 4, SERIES 2000 INSTALLANON I$ APPLICABLE 10 SINIGLE AND DOUBLE RUN(t AND kDIOZONTAL SLIDERS STYLE WINDOWS WHEN IONS 0VXO ST THE Ountsmow Vm P"MiT is ApRom m INSTALLATION S REOUTRED TO BE PtRFORMW FROM IHE,jNSJbE Or STRUCTURE- 14. A!"M WINDOWS AND DOORS, INK, E - I HM414 S70RM TIANET, tfWrm- IS FMW ReMeNo. 5, ALL ALUMINUM EXTRIL)SOW TO SE 8063-1S ALLOY AND TEMPER. (UNLESS MIERAISE $010), Is, (4) THIS ODUCT I OCUMEW P BID DOES Or FROM IE r ==DMEYMETE V tNFOAROA N Ft0VRMNTENQQ1M FRAONMD THE PN� fi� ALL ALUMINUM SHEET OV4 USED At CLMAES SHAU PAVE 3105-1114 ALUDY, (b) 0ONDRACTOR TO BE RESPONSIStr FOR I'Hf SELECTION, PURCONSt AND MICLUDI , - S PM IF Nd UF A- . f I ALL SIM SHEET METAL FANEL$ SHALL HAVE STRUCTURAL QUALITY STEEL ASTV A-453 ORW-' 50 Min, GALYMM STEEL THIS PROINUCT BASES ON THIS 114' pT# CONDITIONS DIT'AILED ON DESVNATM IKIFY- WS KIM (AFF" NOUJO�, THIS DWJMW� CONSTRUCTION SAFETY S, ALL SCREWSIC, BE STAINLESS SIM 304 OR 116 INS! SEW11 OR CORROSION RESISTANT MATEO CARBON, srM AS PER DIN THIS PRODUCT EVALUATION DOCUMENT WILL BE OONVOEREO IWALID IF MODIFIED, '1=8 Wf SC W YW STRENGTH AND So kK TENSILE SIR ENM * SHALL COMPLY W/ VLORIZA, SLAIDING =DE SECTION Z41 1,344. I#) SITE SIFECIPIC PROXM SHALL St PRERARW RVA FLORIDA REGISTERED, ENGINEER OR AMCHITIECT WHICH WIL, it, BOLTS TOK ASIM A�3(77' QXVAMZfV STEEL, OR AlSf 304 SERIES STINNILM STEEL, W54 36 M MINIMUM MD STRLNTL*f� =bWC VC 'ENORIMP OF RECORD IX-OJL) FOS IttE PROJtCT AND WSOVILL 80: RESPONSIBLE FOR THE OROPM, LSIC OrTHE P-LD. ENGINEER OF PECDRV� AM40 AS A DELEGATED ENGINEER TO IK Ptl% ENGINEER, SHALL 10, ANCHORS To *AU, SHALL BE AS FOLLOWS, SUBMIT TO THIS LATTER THE SITE VM-Fit ORANINGS FOK RET", (A) TQ-ElSETWjWEW-=0M- (0) ojTHApL=1"!fC DATE AND OWN& SEAL AND SIGNATURE Of THE PROFESSIONAL 0401REER Of' VTMAMMPX I/,'# TAPCON ANCHORS, AS'MANUMTURM IIH TTW, BUIUM ROD, (MIN, f-3102 At�) 1/4' - X 7/8' CALX-IN ANCHORS, AS BY DENALI- Or- MN, ft.�30r* p�fj I B, STORM PAVE, MANUIACTURr",LAVEL SHALL BE LOCA70 ON A READILY VOSILZ WCAIM AT STORM PANEL W FEMALE IV & PANUMAVE PLUS "'HM, AS MANUFACTURED BT`9LCO CONSIBILIC" PRCOUCITS� t�CCPZCUE WITH SECTION 17DIL0,21 OF FLORIDA BUILDING CODE, ONE WEL SHALL 8C,PLACM FOS EVERY OPENINO, U COMPLY WIN SECTION 17OSS2 OF THE "DA 0111014 COM kl� MINBUM EMBEDMENT OF TAWN ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' Mil r FOR PANELMIkre fakke to * PANELMATC PLUS, 0) MINIMUM EMKDWW OF' Y/4*0 X 7/8" SHALL BE IS 7/t' INTO CONCRETE, NO'O"EDow INTO AW FINISN M&TERIAL SHALL BE PERMITTED, 19, 0-20 SS SIDEWALK BOL�Vs USED SHALL BE LOW ONOUILIHI(SHOU11.0 ANT FINISH MAITERIAL EXIST) TO V"E Z/41 I AOCHORIst 45! F7 A,3) IN CME TPAT PRECAST StONE, PRECAST CONCRETE PANELS, OR PAVERS BE fOVNEO9 THE VIST11NO WALL Olt PLOOR, *XHORS $HAL BE Lot* ENOU0H TO REACH THE MAIN STRUCTURtBEHIND SUCH PARELS, ANCHORAGE SHALL jo BE AS MIENTINO IN &I) AND IN A,2), No. 44167 (0) FLORIDA OUILDI 0 CODE - I TAPCON ANCHORS A$ MANUFACTURED BY lj�,W� BUILOCK, INC, N SmIgh Velocity Ifutricoviii 1"01 'Mum w- - I'm f X 7/9" CALK -IN ANCHORS, AS MANUFACTURED, BY MVALT'INC, 20 GAGE QALVWZED STEEL STORW #14-10 PA14ELMATE fULALE ID AND PANELMATF PLUS. WHORS, AS MWILIFACTURED By ELM,coNETRUCTION rl L fit C —0 CLOSAL PROTECTION PRODUCTS, JAC. am ILVI.W1 'MILD .11. 1 A `10m.1 Now- mt, ("436ft-m? (No - I'vR I 3RXI W4*#A wr m=111L 1 11 - � A IN94UATI N QF-TAILS--EQ8 ZERIL§ 2 N9L Q INTO PQ ALNQ I OOQ E-Z, -IJARQ -g SM C04mm RM, ONCREM QR Mom am Itri'mm SHOT M) oi *An vi IV ftuw r0m MANK 0047m OiH. At SEE spim" SEE ON -J, UWTo itw, I 000 O.OkAP MkIM0100- `7' Oil Sm RIMM j /vw e ALI 00*000 C211 MQMIM INST N Zff fA1 =E --.Att 3 0 P.L. F- —80 L am IQ pEILIN AEQ1Qu-X VALE 3/6-1, A, WOW JNST. Wu=%a IIAOILINTINfa IJNSJ� wpoa-t a wsm ON Ibw OR ymm mm"w" 1"t ON SAW u * . .... EN 8 ?M114 0 IKHM MQUNITRIS, -w v �rz IIA .!Jit, NO. 44167 *t 1 FLORIDA BUILDING CODE (bb Vifocity 9 can* zomellf AMU STATE OF 20 OAK $ALVANIZE0 STEEL VmAm MEL WAL 1 0 PROTECTION PRODUCTS. .A* "o, *0 "-�H tM)W-#W Cn > 2 0- CL C 0 CIO Cn 0 C-) 0 0 Co 0 4-0 co 0 CU > Cn Cn -0 ID w E L- 0 a) 0 C/) 77, 1A FFA m FrA Iff -#--a (D (D (D U) CT3 2 0 C- Cu 0 OL — C.) m =3 w z SHEET NO. SH 1.2 " I � i MAXIMILIMALS.O. ­- P, � I ­v I � nm- 7:7 - m­AnGM .-.H 1 -65-01-75.3 1 70T LESS -1 I __ , 1% V� T. I`W 1 -_! I I'* * "'* 4mo. ­164 IL_±�'Llll "' LESS 2 7,�' I -.- , . ew i , - I W, 1; I * WINIONLIT AT 0,M AP k 4" OF PANEL LENGTH 4WIM, r % v 11 400 . MAXIMUM ANCHORS SPACNO MR E, 0, - S I/r - APPLICABLE 10 so"B"' 0 * ANY tOMMAITION ­_ WX*6* PANEL LAINOIN, v 41,11 : TAPOONS I GAU;-AN HANa.mAlt Po"i to 11 , - -I�V�Pus � I TO = 70 CONCRETE I UK i To commm 1- � � O'co, iz, � I )P) )I* 3** Ifo� a, - s. T)__ I + � I 11 - - _-2-- --i- --!-- ' * ' --L- '. I e 11 (SIXT agim,m. �66,0, -15z N/A NI/A - - MIA ' N/A I I N/A 1-1 N/A --- 12 Ile ". - 2' (WTTW) 70' OR LESS 1 71 N/A a 1/2� jN/A* lIr N/A 4 1/2* N/A S, (TOP) ir N/A Ir N/A It 1/1' - N16 9112,- __ N/A , a' (Borrow) 12" 1 NIA 1 - I 12, N/A IV - N/A - 12' N/A 4, (TOP) L�_ ir j 6- I Ir - , 91/2' , 2' - It* 12, W =�W=mm) - ­ 11 I *uMm M 40.0 PA-t A$�ItL OE" PRMSURE FATim ASIVIC SHCEF 26 FDA ANCHORS TOE & SM04 FOR WMAWONS INTO "Do =0 = SOWNIft AND vmvo am paw" Ad" wo"TED ON rqm St�MM MO FM I J­ THAN MI ON SUNSKU 41MUCE ANCHOR VAC14 By WATIFL"O SPACM 9"N ON SOVEDULL' 1W INC MILUAMR; CACIORS, FOR THIS m 10 at PO%510U:4 REDUCED am" OBTAINED USING ACTOR $441 L RM, BE IV* MWMALM SPA004 RIWATCO MR EACK MOM TYPE AT r �W MG, M 4000 Tot I/e. _uW0W_f 1/4'e, 1/4'. . TIAT. +c^*­k W� W006* vN04 (I.) 3 ,I a Jr 11/2 1 . M,0I,.mlANIz Lc�* 1, 3 I 3 3 2 "MI-4 [Uwft twA OAT� __ 3 - t 31/2 - 3 'A - 4 - A=& CA pw!m FAM . I lyr - I 2 'Ir - - I - - - 1 31/1- Im I - I jm�: 011 �,O, If + REOUIRCS Wk GRTAwB BETWEEN BOTTOV Or PANEL I AND 0 TO RE, llr v WP� ++ RECIVIKES M" DISTANCE OtIVIEEN BOTTOM OF PANEL Amp 0 TO m apr p:3-111 I -----I COMPONENTS FOR REGULAR, WEE SAELT-Y & E-Z HANG STORM PANEL SMTEMS (SCALC t/2-1*) I �7 .-----,--,.-. _15.1 W (TOTAL WIDTHI­-­--, ­2�187­-_ i ­10 1 t/4 '. ­­12,500" (EFFECTIVE WIOTRI­-----------j I f_ 1 7 ,_!.U�wl 1 r- __-.5, ve (rfp'l________� I � , . I "�, � �37��­, T/C. If* i I ? L-i . 11 I �, � .1 - / .- * I, * 6 011 '! .&I _t.SW- _1,30-_� i-1�350`­� ,1 IN I �Joo- � Joir- I 'Oft- 10' ; (MWW ewe aco, It, I � I . 11 � I I I=. I I - ------ \_ � I I I r___ ,;I,. _rr___-k I _1� I f_1__ I � 11 . jl - � i � � 40 'k mi6s_ I � I *_1 0,024' MIN, TRION \_�> _,__�' I i 1,671- I, . % 1� UALVAMPLED STEC y1t, .I.CW I, � Jq_ 1 HmE, AM A953 typ. I � �,Qae � I � � ­4" I j i GROJE , / zlil. � so MINILML, I, , I �60 DAILY, iaE__ , � . I- , i -_ I 11 1--=----j 11 1! 7 '.-VETA& A '"r 5 I �i_x) �7)11`4 Z,_�_]_ 1 ­_­ __ L__L__­_ 1375* 11 STORM PANEL - I -,W,- - 2 OOD`--j �� j ..... PANELS SHALL BE INSIALLED ALWAYS L----2_-.ffr­j "" URTTO IwNt W/ 112' LIG (�) 7147 H (�) 'C (�) ANGLE WO SIMP Al END AT UIT SIDE OF PMEL JWK ...... �-q ___1 , ;,-� - ------ ---- '0F P=1 ' fAW91�L�_ 11-1 1­�_ � L ... 4 , "I'D ­1 - 7 . � � ­_ I �, -T--- I I W/www EDGE, :,1,1�1 __ * T �� �, ""W �� - a. ` ­­ 1-- Nt _111 Iw 1 *.270' , ,,, 3'T ,,- � I I � � I I _,�� I 11 , S4*j _­ - " , , I- I , I I J I . I � � 1W_* I - I I I - -14 lmli_ I— , , "I I -�, ,- , - ___,>,,- I I - oti - 9 1 i I ,'L',,._.,, ': ` ,�__ - HEMMED, 11 , , T-­q ­7;�­-,062m, 1 T­----,SWI �� _Ir� __ , �ZGG. I - l �, - 11 - I *`t� '�_PWL I OR (@� .1­225001-_ . , � T ,;Io- I'll - ISOM= VIEW QUAILA ".T - P I ___ ,�ii� " - � ,,- t ROUNDIED CORNER 0 END$ OF PAWL's I - Mh,m' - < � I � -j-; END LIP */ HEMMED EDGE L_�_ !1S_A`6W1 .12�F I I 2xr-- 1 x � I i I � � ("11s) __T�' TIP, vQTTOM ,PATA" I L51W I, . =Wk Or PANEL � i i ;, �091, 10 S.;w . 67, I (�) KU 11 MIJ11 (�) KEY HQU Al PANE ­3m"� ,P�r 3105-HI54 ALUM. ALLOY � ; 3 '072, � � (T - � � , __� -sm SRSET 0 FOR, mormim, i I i : � _Q �­ f I i ZIFe --t �-150- _� 411, � UKAIATIONS IT Sam 1.4"an, I'S I 1'. � � � � I .12S' IL -V I ONLY VAUD FOR INSTALLATIONS INTO I 1 � � I -_ 'PT, -_ - I WOOD STRUGAJW� '9 I ; SUM 2 1 JA F __ tTYFI,) I ! I, I , (�) I . !'gr� ; f � m t__ � 4 I i ; I M", Ummm, � 00% ! � . i I; � 1 I f _ -4--i ___1? ODO, __ VD01' i 1�7m,- ,_,W� 4 . ,121r ,,.. � I ­ *, ' - �, 5 I I ---z,ua-- 1,1 14 - _.___ . I loavTo _ __1�­) � � � L � J'�,-- 9;_ - � 1� I �a_.,J i==== L � x! : (D Ky. nc j-HUDER (�) W-Sum . � ! I ; � —1-11 MIN. 7135, M­___ ; I I � 2,ow- __j 0� muff_ii.� uNgIH - @ AK= OMINNNA -j- mwx (I � - (0 , 5007-TV ALLOr '00 _NW, , , , -, 0 I x MOM ,�L4" 7­�SGOO' _1.41:Zl,;,� alll'g% 11 714,U'N, " ,A �� ".. ? ,� MR HANG STORM PANE, , (USE ONLY E-Z I— 'aw 470. .08C� _..,��r .- - - I— � L____�7f;. -_ fW .Elifs�**7 lk SYSTEM) 6063-1B ALUNL ALLOY i -i � - MR - I �� i I, - "' * I- L—L 71 S VIII I _ f i No, 44167 *' a FLLORII BUILDING CODE J11or, Hisill Velocity Nunrlocove Zor*0 I i;;v- -IS I-- ----',-,-,, --- , . IJ251 'a ___ 2. __1_T IF, T, ON. a 42) MIN. - i " I r, . 0 �;,,I_� � Goo ' :*= W, ", em TU`vm t: r -*, r � �12r L-::-_ ­ 1 24 "DIE GALVANIZED STEEL STORM PANEL ,�_ " _ -�, % 17 150 )RII .� _ t- cas, S ., . : � ORMIN V, I �G 1. STATE OF ,- C. ----\ — � PYR-) � I S m - SEE SmmI -_ __�w ­ - - .�­ 07/0,/mm lk � mW si. PRODUCTS, U4. L_ e 11LIECOme. PROTIECTION _ wf� Ice 4m 0, at Wm n" Mau 4a FIcNO (mR:_%1S. "Al ")OW-67" 20 -115 m*.N. - �F,�- m. M, (9 - (R MAW_-%T.!E_-. BKK @ & jj� WMHERED MUGNUT ___._._.___­_ - I (Zmm -1 ALL" L P.E. SEMISIGIVITUIM/wE %MIN d- .. �� .T. �1� I I = I L_ I ___� ___._____,__,_ , INSTALLATIM DEINU tOR REGULAR PANEL In MIQ_PQ!JRED CONCRETE Qg QQNCRETE 8=K STRUCIV-RU I ALTEANAW CONCRETE ?__rits = , E0.. ON OUNCRET1 01�� � bUSTINC POURED COKCIRETI_ CSM .1,410 V=.W__� EXISTING POURED CORO SHEETS 9 THROUGH 10) OR CONCRETE MOCK _ SHEETS 9 THROUGH l0l� UW WlN�­ -1 I i REOURED. . __ TERMATE Lm CONCRETE EXISTING POURED LE CONCRETE, RPOUWO_� 4) I :_ 11 � ,I'll ` ,_� vow HEA � � I ­ - F_ lc--�-ie­ -, 11. - ­ SCION on � 1/4�' Ile � I - I . ,:"&u,,*/NLT � mkmx- i ___ ­­71 CON A�NLCHORS- I ­ i ',Z'�� - , -1 (SE�rRED E N , __ - � I 1?1 i i 1 94I 9 THAOUI 10)� 0.0-4UN'. f- . " I 1 __ . ,mxn` � �� � � i v (9)-- I 6� W I , , , .61/4-� ... I '11$ � IL PANEL LENGTH I ; I , I � 1 7 (SW SCHEDULE Ono � I .r.. A 1 1 i I ON '14im TI -P&J. %_ i --- 0) I I W.. FOR I I I 1, � SEPARATION __(D 1­ Ar=,* I A14W . � X, j TO GLASS, I I #__.______ - � - ! - i � ON SHEETS F-------- � TO I � " (SEE SO4MULE I 9 * 10 WR 11,* - � � SHEET 3) I SPACER " m.n.m, ! . -1, I. 0 , SCHEDULE ON ; ON Z`�._ai j %7 MAX- I WE - m. _� - -_ - - ----I f el' , f I FAND, LENGTH I (UK ;ca ma v M_ --- �_ =�= - Z, = M., I i T 1_­_-_�! �WILINL-,�,___ - ��_ U� 0AR'r-10 PANEL LENGTH k� ,Fli 1, (SEE SCHEDULE J�?,�t t � __L_ ­�� - -T-, ON SKET 3) f � SCHE � tsu EDULE I A_ ON SHEET 3) �,__�,, I f � I I i I SEPARATION ._ I � 1 =14 F 1 � � I ___Q) � ; i � i � i ­ . OR SHE17 3) 5DX � � -----I __7 : OF 'L� � 10 OF v 1 i z i I MAC I MAX. - I I , 10 I ­,­ - � --- � c . I.. I Sox ! #1 4)__11 ,14 .--@ 1 � . � I I -7� I OF _v � � �,, ___._­__ ___j -_ I ,,", 10 12 11'r O.C, I � I 1 MAX, � � I I �, I 'Ir i � i � � I I � L_ -i I i � I I 10 - I * , i i I L I I , " ___ I I _._f_11_j I ! ,__Q.6�1-w � I I CONCRETE WCHORS 1 __ CONCRETE ANCHOR,-- � i 1W . ___Lj_____ '110,� -p, , (SEt SCHEDULE 0 1 (Sm SCHEDULE ON I 1-___i EXISTING pQufw4 �g �R - I '_09 2 `I/W WHO MAX. ALUMINUNI �� � -�,---,� SHEETS 9 THROUD" I 0) SHEEls 9 INFOLIGH to) ,\W--\*, ' L' , ��. - EDGE OF WALL OR SLAS a," , ,� D.C. VALID FOR REQUIRED "I i __ " ­ -.1-M) __ - � 5_/__ " 11 : ALL DmNU)ZS AND FARI CONCRETE � � ­­ ... I— EAV44 POURED CONGRITIE ' ; fz I __ I ! ___ � -- ---- - I OR CONCRETE BLOCK CONCRETE .11 AMU oo. I' MW, LORD ALIJMftN SPACORS * 0 AMILARG), I �-- * 2 T1r OC. TABU 09 - D­ #1 I q TNRWrH 10) ,I SHEETS 0 & 0,) MLJNQ Agn FLOOR MOUIJTING BUILD�OUT JAQUONG, WALL, MQUMG aarrT MOUNI WIZMERS119 Q8 wm,� WW W%,g "oHiff"Ift"M Ito '� A: .N.47K ... ... ,f, . , If I *F�11 ,_\�tCENSj'%�PIIIP , FLORIDA BUILDING CODE LN.On Higo Velocity 1"Wo no ZOPA 0 . I - i , I I - 1 f 0.44167 `� 1 ftm mnum. � 24 OW 04YAMM STEEL STORM PANEL FJ`1 I f- , 1 -E � pRMM,v6 I * * * ______ 4 11 : 1,0­11 SfAltu . . �� - - LO. - EEIGE INSTANCE . -7,1 -� . _­ �1_ / If L REC 0 ..., \ GLOBAL PROTECTION PRODUCTS, LLC. 'we (SEE SCHEDULE ON TOP & BOTTOM MOUNT940S CAN BE T, 0,- ORI III". �Mc agr 6, SMW 13�. st�zm 9 & 10) COMBINED IN ANY WAY TO SUIT ANY � � __�, AAK FL No" - ­�..�.__ I AE PHONL-. ")MW-TSM� Kk (1154)MM-47111 20-115 � � INSTALLATION. � A% - wi,f Wow lo"'T OtAwm N� . � - I "r .... 7.--w;�n--- —,..---- 4116711 i�:_��_ SMIST a ar Id OWL . � I - -fo ?" I I - %ALnk.kA V_ I I I I I I m -.-- INSTALLATION Q "M aERJE� 2000 & 1000-1-Z HANG STPOM PANEL INT-Q EKISIING MOQ _$RV_CnJHES _� I - � I I - I * r Ox, W/ -_ , 'I , _1'i , - - ux, ey I 1, I 1 1 ml�� PKINEFFAINAI I W , —LAW 211*1 wom ., � �_ - , 1/4; or IOGEW a 6 __�� I - 9 11 WOOD �Imml 1, g �/ I ARD"WO �-� LAC sew" * a- Q�C, */ I 11111r;. 1 I 11. MI, INREWD AflIETRAM - 1'1�1 � � - - I FIAT OR ON Cm W, 7HREADED, ANNEMA" ,� ---- I -10 VNISIM WOW I \ I N I � - `�- lk, 01MM. ,�\ 'k , � ­04, C_t� 414*1, Sks. 11 -11, I I I _.. -- - - 1. - - 11 � � , I I \ 1� I " % I � 11 � I 0 CA, END 1157 - I AM � I � I t � 0 " k 'l \/ I 1-1 A -1 Imi; \ /I ,vtc,wt 0 x V "I'll, I , ,I . N \ I I ; �__ I I �gm \ , t, I t­T- )A -� I � / Sr "I ", � � 1 � , ,_414'# lA4 SPICAS 9 V`Vt� �-L, #14.1, S'", - I � , , , g /41-20.1f Plow ,- j, \ ", G a m 00, o. e) � . - - , � " O'S'WeZ !�� , TO 247, - 1, '� T tsm,ovAlL I"24 & I � , \ - yaw wathw 11 v / � t v = e _297E _lAwm� I . 1 Sm MAI 1 - & 77 ,,, I Orm I I I I p r.�L fl4*1* �A,.� I , / I �, I 3/IrAV1, FOP W47e , � IL t _Aqm_1�_%C_ I ` Of 0"If 0 Ek Zw UP 4E) i 's, / I "a,= �t i lTA,!fAPG`H - , I twou" = �= - � I , � I I - � - - ALI 9* A ­0 - NOTE TA L_ i I i I - I- - ,­ � - - *00 NvNmP EOU,KD I -<,) I I 2 111161 No, . 4_1_1�, . I - W M. I - 4".-M.I1.1 1;el -,-v 2.11=1'41t�_ i� V=- I 7A-+&E- 9 1 vl'*17/12�3, W rx wi - To OU,ES1 : N , 12, oc, I law ma * I "' mllgao, 9� 2 I/W uh I A i I'll VERY O`CNtAP 9 "" I � I WOWTION, , --- ­ ­­ I & l't'Vo- To CLASS, ", � 4 0� &00/4- q I/ 7 V, vCkv*1V' - % 111101 - - . - - i_ I 1 _2_" 1 / ,'"41132v v -_ ­_ - - t ____ ,I "It; HOT 1W , 9 k EVERY OWGtAP ; I A ji 9 I _TO t l 9 - I I � I � - -_ ____ 4 ­ I 4 I 4 I- - I l p 4I i j a ;� 1 , I 9 if I 11 , 1 I P P :, ->,- I ,� � = �= , _� I I J t 41 1 I I 7 - ,,, , 1 �', #7 I I - - - 4,4 It ;, �, , ;J I I I I li ,�' 9 I � 02 *1 I �.. I I _� ;I I _;K.' I, t , i, I _ I I - F tj , J 14 T �, A 11 - __ ___L__1 , - 11 , � 1�.__` t - 8F 'I " I - I --; j �,M P"w � — _­ . _-, P, -1 I a R , Tzmx LIL . f"Vmn - Go- , N.- I , � IX A, THREAM �(*'�.,2130/4'M.S. IRS, I , V, wm 'A fto#) PENEMD" 12, vr 1�r z I -E-- --I L A�19_`tly.�W`w � ; q -1 �7.41 4 f lw��%W/e , Smgg 6f O� It ,,, L i ��l �,, - * �, I 1�, 11 �CL I ,/%w X1, __W1 �=A. t W , REQ". � I I I . ztm sms .m & US" 04 MOE 4�,-Z-g. , I 0 ,A "Mr 15 t � -1 I ­V, NOTE IA ". I 1 5 � Sv"Ov I ;i " I 11 T Z�* =Wr,'�*GW/ 'I'll*I/31, rK"; FF-& _� \ . j s I , _11/4 I ,A** 114 Sft" 4 r ". W� Ahmr I 1.11*N Z-1;CAMNI 1-2, ." ZT, =W .,,d",- DIP —ft" il�`�P� 1;Vm 0 W*ntc, _NK (E) ATIVE "I i - . FLAT OR -ON UM ;-W � IN R6 I* IIADW WA14U 1147'-1 1 � I f — Wx;xFP-L " Be ON tw ALTE&MME VtW ­ - , 11 11 ---. SCALE Ile-l� 11 , I , I I � 1\ � A.- 14A.ItH, � , '. 1, I - -1-11 � r'EuNg m'OujI Ow XTIM � , ­� � � A � 0"MAN, SaHE lje-t- 11 V111Mn, "? %1�1 1Z=WW_IN*AJ0p111otA_rNl 10,11, OF, l A, I .,0A 1, z MI* m rsm CD=_pLfflv , ? , .... 41 ; ", - W . In, a , �e .- r W ­� HE tOm , ,,I= To BE sv ON 1 � - . - " � � "' -� $I&' -­ ­ . " � ,,,v#-),-'\�r,EN I I I I I I Z .. FLORIDA BUILDINO CODE Lftg Ve-cov all * -I zoo*) Isolt-GII7 I I * � I f , No. 4 7 11 S - avom wwo, �*. PP. I sm SPEGInfX0111 REQUIREMERM MR I or A, A, .W�. As 11 a *4 : 20 OI G&VANIZO SIFEL STORM IIANE, WELL As =3 -.NbmrTm Im 7NII'" MI Q;1Wz O. I S . , * i - 0900H V, " SV,Wr,n low UA Im a lNNI"ATZIN TYPE 04 r I %,:�'.� I a 62 �n I GLOBAL PROTECTION PRODUCM UC. """'PO _r_­ W.- � I — - �, A I , Zia, :1:�7 ��n SQUI Wasambfigalfi-QLaamwa AMMMI-M 11 . '-. IV - , 1W'1`1!Ixv I ­ � I �S�N/_ - , ,— —, lop & at COMING) 04 ANI( CON ,& "C" I I . m ,W�A,lftw It WIN, HmM. O'SVIINIA-15141 vw_ fo-160-017 20-1110 NO 1O mom-ZI-rIz, -, - !�� �= aztxmo.k�l '".1nI1 I I -_ M_Qml. jt�*��-ngn ml�"�l * OR~ ft I � _ MOT, SKMM %1AXS mar ON =111 Tar-0, 0L I I_ - ! I - , Amoft `N iE I'll I . I MAXIMUM PANEL LENGTH ,L+li a R IL-, (ff.) q MMORMNM AS'B' 11.0clo"PATINd tnv� 0 - �) CONCRETE * WDW oemk�A,QONS t 1+ I L- M I to,-** - 1 fv�o* 2SIO - I , - __ lz�� . - %1. __ "' 171-1-1 ____LLI� Sao, AGO ___�_ ­ ,e I - I#*-F" I- ii"�� I L2;_� - 4&0 Sao— , isw - Ilao 1 ,e -, ;,I- -- AF--i- W�3- 4�4_ Ee at-o, � =- - aSd 749 - #,-O* 71;-Al - - _r__L__ 7,�o- -W,-0 ?�_r - $'-IV 50,17 0,* ft 0 1 ,z- 71�0* __�!-;l' 41--l' - Pao 6. �". 61-r 61,01 11-1. _____!�A 12�!_ fas.0 --.!:--3 `P_r _!�- _", 5, 4* it" - Y150 --,,,:- _JL__7* T-2- __ ___ I "of _r----T- A101MUM PA14EL LENGTH "L+" OR %-' (ff.) 0 VAX" A-5;C ?NvS=RATm (;I I+ V( -) ".0 CONCRETE & WOW iMSTALLAT"s, t � --- L�-�L_ le�� � fit-01 ,no 12t-lo, I fl*_�P* JI&O ­ - - WC1W - 41 -;7-9-- 01_�Z_ I -- -0,v i--F O�P !�x 0�7* - 01-21 ------ $44 r-Ir r-1. — 7�6' __��Q_ -c--o' I-t ___!��O __ ;Z� -r-TF I __�!,o I" 7*-21 III-$, Sao B&O ;I, --a, F--e A'-s' _i;__j__ gav __ IF--,-- _iZ-1- Palo - i--y- 7F__v l000 V-1. V-7' 1 Imo — 51-j- __;;,*�;_ __ ___1 I'mo - "'_t. I 1 1 1110 I lOor 4 - — .�_Je 40'-B' I � wam SEHMATON to-ai.Ass SCHEDULE PANE "'I" I LENGTH __ W"O SRm 4 Im ­#'h WaND SPEED > Vo mP,h `Pm;�� 11) 11 � --I----- UNRICSTRANCO rl Lmtim*gw i , , 11 11 30 OR LESS 1 1. � ". V I � I/c, a > --m W --F- ,� I 7 7 I/v - 7 lIr >140 To IAS, 1. i I TIr 7 I,A� d 1 ��-446'm 1 I- +__n11_ 7 112' WEI��� - - - - - - - "I'll", -111,111, ____� ­­_ TOP zvT Hm __� = � I I 'O' I WAM I � "U* I 1 10-41.11 SAX i — .P. T111 - I 01119�1 r TWA 'I �;, R., I WILD -out v- TARD* 1 CIM. - ��_ ORECIr MOUNT 11-mv STUO ANGLE 1� '. I., _v. 1. 32, 32- 1 W 1, ae - , W . 4r W 3r 11 I' 38' IF, TRACK I 55� �12. — �; ] 42'� 67- - ___!!� -1 m- _ 9 - ,TLo� -r TRWK ANCLE W ISMICU)SURIES, a Sow L_ �� v , I -Ir W Se I so � r-- - Wjz2p - I so, 1 ,- I ., Or I I _ W ____17_ .a. Go- DW 2/4 nam ANI ME SCHEDULE ON m W _$1 sma-m 9, to ki I) - A If, MR. - - - a - -0 Dm.01(D� , T-T­1­1-7 -f--1--1-r'-f--7-7 Ir--I I I ,W. V3 ) or ,W. Qj or I I a i i � I I I I/ J_L_J__A_ , ___ I � / P L F-7-r-r- r --T_-Pv,,,�:,__F . � / 11 I , 4/5, ' A 6/5 /6, 3WY7'k 4W/7 ­ ­r r MAX I- *N."� � 6 =,4---- _±_� � ­­ - -A---- , I'll - i— 11 I I I I I ,Ej�, "�� - - - I I -til -,-- — - 4 e 1, I --]----- - I I, — I I I I i �i� *______ - - ___4_''____; UNBOLTED PANELS -�_A t MOV Al 1/40-200' SEE AS It , � 7 W/,$g.O EAMERAP I(SEE 'A I- C40 APPLICABLE) -1 1 I (Sm SECTIONS AS , I * I , I i l� .... -L-1­ -11 - At_ - �11_1'___ ­­ ­ ­­111-1 I—— - ,,__1_1__1J___LLj I 'I �, � I' .T � F-Am ­­,­j­_] F-1-7­ I ,", I ­ 9 - F I 1 1 , i i ­ , ­ 1' I I / I '" I I � , ; ; 1. I Il I , I - I I I 1 I I Y I K I i - -1, � A " j_ - - � - I i D�M.,_ rZ i i I I 1 I I i - 11 (�)� 01 4_1 __t.�,- 4[/A;iio1__ � ia 'i I -, h � - 4 i�, I dcrl� )c � I "I �_Ljlr I 1=1 10 I L4; _j L_31 :x_i , 1. N, LO,1/4, 3/4, '4/5, 5/5 & 6/A ' "' i L* 2/4 IW/S. 2W/c 13W/7 & 4W/7 __ _44CHORIS (SEE SCHEDULE ON SHEETS 2, ID &I 1 l------3 1 gUMIQN I 1j,,l. Nxs� ve ... y". GAP 1 DAM, 04" -1 WHOLE vur-4 11 �_ II .4aF I ­ ,- - __ __ - ___ ___­__`--'v-\ 7-\ f ,---7m1q- QW - ve -11 - _­N�­ I - N--- MAY - :�, ! '4 1�j SE�LTJQN A_ -A � 1 1 , \-I--/ _ kTA� *011W GO) L�. UWAUM ALLOWABLE PAWL LENOTH MR A GNENI PQWK A51L OISIGN LOAD� L�, VAX ALOOKABLE PANEL LENGTH Mll A QV04 IMECATNE A.&M DMON LAMIL 0 =10 OAV, 001"I MAK" PANSIL tbvof� A POIBOME, 0131chl LOAD, WERMINCE W^W'PARM UWH 'L+* FROM SCHMILE, 0144 A NEGATIVE AISDI DES" LAW, DETERMINE MAXIINUM PANEL LOMA ,L_� raw SWADULF. �l!V,Zt�t PANEL LEWITH is 1I TO THE MN DETERMINED PAM, UENOR; , t3) SEE SCKEDOLE OELOW FOR JAN- Amet, LZI MR PoRds" WALIPIKAIM 11 - I � f IINSALIAT04 mto W000 UMoE0 TO 2 $5 0,04, MAIL AS,D, OESO PRE RE RATING j I I % 04 It 10. mm UMMM It MW PANEL 11 SIPAM ass� u5m, ___ _ � - - I ., FLORI BUWWI; CODE LNLO" lifigh V0104;24 1440 , ��r I � . a NO cone Zen qVIO 1,011601 m 24 "M 0ALVANIIZED STEEL STORM PANEL FK I *,* 1 44167 S OR%" ft 3,1 * : 2 ;;;:� '�� 07ATAM ;* - I . . - GLOBAL PIN)ITECTION P110DUCTS. 111. Mr. - /TwNc 0 ... \ n . - IS - -OWAOW "WR!"J".111 -". ��,,;-- ORIOP, --- -Ap A%=.* W�cl . .1. ^ . -,..-- - _,.Ni, n, el - ��P*== vIt.m PROW ow*o"�T,R& 1,01 (A"0010-am 20-175 * 1 4. `vA­_­ :212jm" .01�*f �..� F MUMMA; J'� PC "'i"', , It- Igig � .; I A-l- IN . I I I " i I I I - - . I REQU 9LP �_� - I I 11 " I -11 I 11_ - INTO 002,1181MURES - r� 1�1'_T`_� I A I—— _ � -_ ­________1 ,�, _%­- I ,N__ I I � kvi , � - . I : I � M � I � � � I f I -1 14 -10 � q , " �1� �I� �_ I I � I ,�� �� , -I � I Z - M "' wow mc4oft 1 � " - m f �` , ,-,, I 4�17' _'� "Li 114.._20,1. t.SEC S. _� i ,N-2wr � _,�� � a � / - -- -�' it, . /­(Sa S"pLGE ON "--,<,- �____11 W ��' , - I", � ON SHEET J�) 0 - .1 , � , -, � ill .1 - --VOL ,I SHECT I 1) I �� _­ - � ,-M---,- " a I 1i , I ,- . I"-- I,__ �_,_=54_ - - ""!L z 6 , " =70; �, 47 v i fl, � j , I /) i J I - �1' I , \ � \ / ? I I ", / � , ,� , - " k �, - . _,_(�> - I I I mnw-! I ­ _____.f 1.4,11 IONCOM - - , / ` . I zGem k, f I WOOD ANCHORS GLASS ___j � (SEE SOKOlu � _� � SCHEDULE CIR- __ � �, (SEE ,� I fl-­ r -_ 1 QN=4lFQR �, 11 , � 1/4' SHE" , , I I I MXK y 111 y /I -, ,,� f ' 11 11 ' =_ or 11 I I I I -10, '--"-----,-, j I'll L-I IW_ I __ 'I,- 't "\i,� � _­_ ______ - 11 I , - i I WOOD HEADER,- I 1 to f 11 i -,� ,� REQUIRED I � , i / \ // - Fr_ ­­­ I 'j, .\ 11 t­ � I -,(J) ____:��< - / I i 9" I - �_ �2 7 1 � I , t" �,_ --- to i , I I 'r, !�� -, - i i , u "A I _��, I , , I. A-CE"'o I A2 )/21 Lxu I i I " t � L Mo. LONG ALUMINUM i i � � I L;l �11 t 1 1 i i � I 0'0� (Sm 1mu: 11 ON ViEtt I Ij � __(D - I - !I �� " " � SE OTE F I SO:" I , , ,V, �m, I: MAX. 1 E I 1 112� LOW SUSCOES. 1 4-1 i ,ill III PANEL IORW I i It I I i PANEL LENGTH I I I Sit =Lr- I SCHEDULE I 1 (sEk sawdu Lr I � � " f_(Ow MATE PEMAit 0 OR PANEL MATE SHEET 4) 0. SHM --PANEL I 1E, SMC 3) t------, LL___y 3) ,� I I � I 1 l/k-Wei. � ­ ,�� ­­ I k - SoNEDLot ON sHm 1 1) I t _", - � - 1-1. 1­1- � 1- , L L., 1 I -­- ­0� --- -­­ %-_ SO% v � � , f � r-- V4 ".1" I Mi., I ­ v ,,, _111_ -1 i 1 I 11 � ` I � LaMMt 0" 7r_v? ; LvM --,=P I 2*xv ExIsIDNAL4 j �'_'�­, _11__­_) ,_NA--,# I , I WIZIF- , ­_ SORIEDUL& CLASS � __Cj) , i It I SHEET 1) [K;� PACER I I � I I DIREU MOU a W I __ I i I * I - I I " � ZY I � _11') 11 � I T ,I � ON Sk I L_ ox. � SEE SHEET I I FOR MAX, PANEL LENGTHS a I Z-1 DESIGN LOADS (09 THIS INSIA"WN, �, I I" I I I I or 'Ll , CC, I I � I M�x 1 - � I I I I i 1- __:� - � -0 ,­1 - - ED ___�1�4 7. � In Af ,w 12 1/2- o& � I -I,- U 1� - 1, 79'. 7 ,Irr " I I KF_j__1_,__ ____,_j t_ _� � .. - � � 1� 11 U , co �, "_ ­1 i I , I 11 --- I - 11 11, , W, , V u " I �_ - — -mg"- 0 _j__ WOO ANCHORS * * W14 I i i I, STUD -7 , , ", j j l I 1 it! STAGWISTI W/ T __1 - - _�t_ ____L___J , ,I-� 1 �J, I � � III (SEZ SCHEDULE ­VAM Sh MAY K I TIr LOW r, A_ ,� ,�- "", -, ; � � I , I , � q f ,'] SHEET 11) ill 00FALUVION is LAM To A ONE MAR MANOR, WITH, tv-01 �r � , , � , , � I rVA* WOOD % I � 1 -I � ,,, � fl , I - ! I i . 1*mm. , jL , I , � MW WIN *W HOUNT DMIS IS A AVOIDIRID4 " ANY �Ii %v I , �, OUROM HOW OWWW" We"To OR SHum 11), PLKM_ REOU1 liff ' ' � - � � 4 VOID ANCHORS 1� j , �� � ,_ 1_�, ,_� - aUaA. 11 / D I' MR, XUARATOICTO I I i � 1 � WOOD oomoim Qw4T#mu ONAImoo sk,=Mok FEA4011OR " I I I I I I - IH -C.=L, - aNgI 4.4/w 1 I " !J-0- REQUIRED PA40- VAME PAM) I " , I ON SANOVID II 1, j f�!' - VANU, RE AT 4 mr, I I � ,,I SHEET 11) , -, I 1 � � wom I =11 A XURROTOR PROW 12 W 04, SPACK 940WO - � I � C , u �', 1 1 1 j (ow'm i �, � 1, � , " i � t I - �,�, ""AIC I ' W. W "' 24 WE J"Nm UENVIR IS owo Im W AT AW OFE" I N --l-L-iA 1-1-, M "Nom uonelt Rmam womw gulmem I =A =mr v (2) rw* STORM 1001 LENGTH is WALL MQUK IR �AQUWT ) I � Affr,"WI 2W 0) L Vr 1104 voto 4:13011,01MONT INA TNALL Be As Imm ON, S" Mautm"o GO =..r%gW..%j%..,m "", lio-1. "M 1, MWALIAlak OF I IX Low 104M 94 0 ONLY 1W THE "m AWA ."w-%F.- I-' �:4W.-w-.- "T5 0) gw,r��W* ,I I Iwa-oc 1"00"i I _________j 11 1� L_ I 1 ... ,,%P._�. 4.01 �� V� �/ N=* I '.1, �CEW!1� ',�? - FLOP! " A, BUILDING ME (Nory , ��! �Glf AUr Joan* Zan*) I - _!�gh NQn_4M_WMfthQQR_QE_ZaM 1, INSTALLAMON ARE ONLY VAUD FOR MW A,&D� Iff f NO,44167 'Z I tow III Nr� 14 GAGE GALVANIZED STEEL STORM PANEL IF.#. DESIGN PRESSURE RATTING (P.S, , f) AND PANtL LENGTHS I — -_ m" BY; I ; * 1 TOP & SOTTOlot MOLINTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR 1 i * . ­_ S.0�. � - . t,,. COMBII IN ANY WAY TO SUff ANY ALTERNATE 2W) STATE a / 11 JtC 0 tmr_ \ GLOBAL PROTECTION PRODUCTS, U-0- 'e'""""' INSTAUATION, 11 __�tll_ !�,�. .., me Ik Mir"%ff 2, MR NEW WOOD FRXME CONSTRUCTION: WOOD ., 11v m 4% H, " .- I I o _A-m � I I - 20-176 i��_ NANH ("WA-14451 rm ("`.xm�? MEMBERS TO BE SOUTHERN PINE NO Z W1 SPECIFIC I% --- W I It- , ., - OR EDUAL � *:Z�t I, -.1 � 4_�_.t - bgmmic�, OcKstry or D.6B 0116 A. ��. I , i ,---WW- ftm&A,4 4U41LIC 1 I, ­­ - 9 _0_H` f-I , , -11-1 I I ­­­, "I'll-, ''I ­__ I gVEM-Nm . I (C) I I� STORM PANEL SHOW10!�o?miT,NmS1AOD(V LVALUATION DOCUMENT IP,m) HAS sm vE%F)m FOR COMPLIANCE IN AmMIANCE: �, �1-1-� [Lou, INC WITH THE =0 (Ah EDITION) OF THE FLORIDA BUILDING COM THIS STO* PANEL SKAU, tial fit ANCIA"n AT HIGH - #14-041ANELMAM FENIALt 10 ANT OMCA'Alt nll$ ANCH[ORS, As MANUFACTURM of ELCO CONSTRUCTION FRODUM, YCLOCITY Its - I 'O LAB SCREWS, PE* 00,,S MWINWAR=CRUNWIE514 Mfii! DMIGN W4;A=C4Z Qr'DIE ABOVE MEaCINED COOL M A C - R WS WHO , 01 * Ble WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY Go. '1�4 SPEED As REQUIRED- BY IHC WRISDICTION WHERE STORM PANEL WILL- BE INSTALLED. FUJI A WRIECTIONALITY FACTOR KQ­0�85, USING ASCET-16 AMU SKA" No CXCECD THE MAJONIUM CkS.D.) DESIGN PRESSURE IAPNOS 10001rc, ON SHEETS 01) MINIMUM THREADED ?CNE,TPATA* INTO WWO Of TAPOON ANCHORS� SHALL CC T 11r AND e FOA VI PANEIAW, E HILLS 3� * THW 12 & 17, HL AND AMID-VALIE FEMALE Z IN ORNVR� TO WARY THE ABOVE COMMON, ULTIMATE DISSION MIRB1dAP$ DITIMMI PER AKE I-MS�Vib, BE FIRST REDUCED W K&b� DESIGN PRESSURE RIDING BY MUCTIPLYING THEM Of 0,6 IN, ORDER TO 0OMHARE TOM WI MAX �&S,O,) ,7.2) MINIMUM ImArnom PoRrumb" or INTO INC` wow fmtm UNIT SHALL BE 61&t THREADED %Isci% I� M14K PRESSURE RATINGS 94GAIE0 OR SHEETS & 9 THRIJ 12 * 17� 18, AS POT OF THE PCOU 04, IN ORDER M 1,4URPY I+ S RESSED 33 CR6kSE , AT ANCHORS ON 'DIJ$ REXL AS It TED WERE HOT W SIR , A', I IN TR AU&NABLE I , $11W-M, FOR WIND LOAUS WAS = USED IN THEIR ANALYSIS- FASICNERSSPAONG TO WOOD HAS SOOL WFORMI 04 c�sl, MIR" Fort DISTANCE OF LAG SCRI ,"m woul S44L Or AS INDICATED IN TPIS DRAVANd WITH . � . � I STORM PARM'S AOMOACY FOR IMPACT NO WIND RESISTANCE HAS BEEN VERIFIED, IN ACCORDANCEWITH SECTIA114 1609,11 OF C.4) fommum PENETFATON OF *ow WSHINQ &Au- BE s/e, Ile 0�20 st" USED SHAu BE I Ilr LoNo MINIMUM I INC ABOVE MENTIONED COUP ASS PER AMOICAN ISSr LAB OF SOUTH FLORIDA REPORTS #004,01-07 AND OORTS,02-49. AS SHGuLG,;sq�,gXI_-T, AND I- MINIMUM FOR, WALLS WffI4 NO ST uI PERSSM *-S#,k ASN C2130-02 STANDARDS, AND AMERICAN TESPNO LAB tDUM FLORIDA REPOET #11.2101-10 AS PER 14-201 00 TAS-203 PROTOCOL%AW AS HER ONGULATIONE PERFORMED IN 8GCORDANQC W,k SECTION 1604 Or C.S) N GASE�'MAT PRECAST STORE, IGR PRECASY.CONOM PANELS. StUCOC OR WOOD BOARDS BE FOUND ON 'THE EXISTING WALL ANCHORS $HALL RE ONO ENOUGH TO REAW THE MAIN STRUCTURE SEM)NO SUCH PANELS, � I ANGHOPACE SHALL K, AS MENTIONED IN C. I), C 2) It C�t) 21 ALL ALUMINUM 0111RUSIONS TO It sm-Ta ALLOY AND lumpm (UNLESS OTHERWISE NuTCO), SEE --+FIT 2 'I'D) ARCHERS $8ALL fic INSTAUAD fOULOWNG ALL OF THEE RECOMMOALAYI AND SPECIFICAPOU5, ( )F THE ANCHOR'S MANUrAClWW 3. ALL ALUMINUM SHEET METAL. USED AT mosurn SHALL HAvE im-mmALLoy, 0, PANELS MAYALSO K -VIST41LED HORIZORIALLY FOLLOWING INSTALI MIMS SHOWN ON SECTION t THMUGH 6 (SHEETS 4 4, ALL ' UTM SHEET MClAk PANELS SHAUL,HINE STRUCTURAL QUALITY $TEEL� A$TM A-65S GRADE $0 MINIIYUM� G-tO OALIVANIZED THROUGH 5) EkCDPt THAT MCAXRSQ &(D SHALL HOT BE UOED� I , STEEL DESIGNATOR A/FY- 1IZ,2 " (AFTER ROLLED), 4� fr SHALL BE 1�W RESPONVI OF THE CONTRACTIDIR TO VMFY THE SOUNDNESS Or THE STRUCrURIE WHERE SHUTTER S 7D BE "I ALL SCREWS to BE VTOMOI65 STEEL 30. OR 316 AM SERIES OR CORROSION RESISDIN17 WOW to" STEEL AS Pot Dili ATTACHED To INSURE PROPER ANCKRI THIS 5MUTPER SHAILL OWTOE ArI TO 1:*KPM %QCK OR WOW FRANC BUILDING& 50019 50 k%; YIELD STRENCIN AMP " ki, TENSILE STRENGTH AMC SHALL COMPLY W/ fWAIINA BUILDING CODE SEMW , 1 3�j 241 1 ��. C 10, t" RKELLAR tTOPM PANEL WIN LERGIIIS. QVER 90', AS PER SECTIONS 1, Z 4, 5, 6, ANC A-VOINAMTS IW, 3W 4, 4W OR '14 4, S, t ,k I AISPECTWELY. SHALL RAVEE A L-10OLD AND WAWLY'A%OLF MARKINS WCTRUCTINO' OWNER 00 TZNANT ID, 6. EvUs TO BE A51V A-407 GALYMMED STEEL� OR AM 304 SERCR STAINIMSS !FLEO, WIT01 55 W MINIMUV11CLID $1REACTli, I,= HARKS WITH APPLICABLE REINFORCEMENT DIJI PERIODS OF HURRICANE WARNING 7, ANCHORS TO WALL SMALL BE As FOLLMI� 11"THIE INSTALLATION 00~1014 I. -To SCAL/CMAX ALL SHU"m CUMPONEN� roots WHEIl K'"N III CoMFINUGUI COWACT YM14 1 TK( "_�BING To PAIEvENT WIND/Aw winustom, 1 � (A) T_q�j 0 �TIPCON�MCH� "VIFACTORED, BY LTS; W"IG 44C� (MIN, r�419�� pm,i4 12, �= IN-11AULAT' ,ON S,011 COMPLY WITH SPECS NOtWED IN INS DRAWING PLUS ANY BUILDING MI) 2ONvw REG"44% - I/e 0 � 7/5' CAW -IN ANCHORS, AS MANUVAGWRIED BY DENALI` OC, THE 4URJSNCoG4 AMCP9 PERMIT 19 APPUED TO, - i/e* �, ,3/4' SOVO-SET ANCHOI AS DISTRIBUTED BY ALI MOT, SCREIN, MOLT & S11MALTY CO, J�, ('41 I Hts PRODUCT N r-A000 P.644 , A,UAOG CGOOME'n (PS�Dj PREPARED Of THIS ENGINEER �S'GLNORJC AND DOES RW 1PROW4 INFORMATM - Ph, Lt-I PANIELMATT FEMALE 0 ak OMIFLAM, KQS ANCHI As MANUFAGIVRED BY SCO CONSTROCTIOU PRODUCTS. FOR A $"_ SPECIFIC PRDIEC% ,0, WHERE 7PE = CONDITIONS 0%ATC FROV TK PZO� 6 , - Ile# ZWAC "UN ANCHORS, AS MANUFACTURED W DEVIIALT, INC D,) CMPGAMR TO BE RESPONSIBLE FOR'THE SMECTION. PURCK4SCANO INstAII.AnOR INCUDDINq VFr SAFETY OF THIS PRODUCT A,I) MNIMUM tMEEDIMENTAlF 1APOON ANCHORS INTO POURED GOIRGIRM SHALL PE I .Ve� 2� FOR OU;O PANIUMAtE kit BASED OR THIS P-EC,PROVIGEO NC/SA HE =ar3OFVIATE FRI THE ITONOTTONS DETPLEU ON THIS OMUMENT� I CONSTRUCTION SWIVY AT Sol IS , RUPONISIOLM II/e I FOR, ZAMAC_ HAILIN, ANDPOINS. (C) TV5 PROOLICt fVKLIATION DOWMENT' WILL, Ot CONSIDERED, NNALO lF MoonED4 X2) G"-IN & SOUD-SET ANICHOM SHALL 917 1PAREVOCID 1/6' INTO IHE POURED QOACRM_ NO EMBEDMENT INTO SWCCO SKkI, BE PERMOTEM 1/4* O-PQ, SCREWS. USED %W,L BE 1 IJ2" LONG NNIAM410 $11wro slu-Co EXIST, (4) $In spram, PROJEm"SNALL RE PREnom BY A FLORIDA pavmm ENGINEER OR A-.Hna WH6-H'MLL 8FOOM't THE: AND 3' WN04UM FOR WALLSWITH '40 SILICCO, AND ROW BE 4-11IE04I $CAKWS 09 ALL THKAPED SGREWS WIO HEAD. ItNONFER OF RECOV (C�O,R&FOI:( THE PROJECT A146 WHO Imu BE MPONSIELf, FOR I+m CUT WITH WIND WIMS PROPER USE OF THE P�F 0, CANCER Of RECORD, AM4 AS A CIELCOATED, IONCREEP TO 1K O.", ENMRZER, *%UL URI To THOS 1ATITA THE SHE tPeOw MWW48 FORM", M) IN CASE THAT PRECAST SIDI PRECAST CONCRETE PANES, PAY170S, StMODOOR WOO BOARDS at FOUND 04 THE7 I "STING WALL OR FLOOR, ANCHORS 59� OF LOW ENOUGH TO REACH 1K WM SPINCTIM KKOVIUCO PANIELS� (t) THIS P1.0, SKU ITEM'THE VAIZ AND OBDOML, 3M ANG VWXfUK Or THE PROFESSIONAL ANCHORAGE SNAJJ� BF AS MMONFU IN, &I) Aw IN A.2)� ENWNEEIR OP RECORD THIkT PREPARED IT, (8) m_m0%._CQW1m7_A=v1L1&1n! �_ 14, W-UTTIR MANUFACTDAII OBEL SHALL 13C LOCATED, OR A,KAOV VEAM LOCATION AT STORM PANEL SHUMIA, IN ACCOROMQCE WITH SECTION 170M,2 OF PLOROA BUILDING CODt� ONE LABEL - i/e 0 ;APCoN ANCHORS As MANUFAMPED, W F_ T, W1 BVILICI ,No, �� - 1/-�ao 9 ­T�V MA -IN ANCHOM AS MANUFAMRtC W "ALt, INC, RE BE PLACED MR -ENTRY OPENING,, LAOCUNG YO COMPLY WITH SECTION ITOSO,3 O� THI A, OWLNND COM 114 ORS AS OWAIRILGED = T SCREk BOLT * SMIAL11Y CS, - X 31A' I= N� b,n - #14-10 PANEL= ICHA PAREIMATt OLDS MANWACTORED Or ELCO CONSTRUCTION P Illuts", I/V, -1 , * ZAMAC NAILIN ANCHOK A% MANUFACTURED 13Y GCWALT, ING 1 V14 , �. - 1�� 14 V�lj mNfWM EMBEDMENT or TAPMR mcwpm. vlto Fmalvilm MG v,mAC RMUN, 4WCHm Iwo mir � � FLORIDA, BUILDIIII CODE ;Ill veloc*y m cone Zone) Eiloc* UNIT SHALL et 1 I/e, I �' . I , - 11 1-11 I � Q!�2 !L_ '� I I . 1 1 01,00 ll-MR, "� 24 "CE OALVANTM STEEL STORM PANEL fA H,$) CMLK-IN & EGI,"ET ANCHORS SHALL Or EMBEDDED 7/0- IO- THC CONCRIM, BLOCK uw� NO U,�O,o %644 67, a . -MAW w MQV Or PORNITTIO, 1/4- SCRE" USED SHAL_i LONG WNI SHOVILO rvsTx A I I - , "I I - CHALL e-20 Or I JIV O .1 10 AND I' W uc. W,V,,,,, MI , I ,NiMUM FOP WRIS WITH NO STUCCO, S -*�� I ­ - - - aww PROTECTION STATE . - ­1 co 1101 , 'p-, I/ . ". � , , _PR=m - . . � , 0, , , �. - - � 4800 *,* �, $.%,I fj.,�) IN Cm$E� THAT PRECAST SJONE. OR PRECAST CONCRETE PANELS, STUCOO OR WOOD BOARDS `1 .. wNficiaw CON WL tL =I- , 01ORI ,W.--.4t-..! - - �10%. :ZO-175 I ­­­ . 015"n% WAL1,ANI SHAU� BE LONG ENOUGH To REACH THE "NSTINII 1304NO, Z, L � � _fM", 'i IT _ ,�_,Ilm)=:.,Z�z v-01 rww� BIHINI oA *14RO�� MCHORAGE SKAJIL BE #11 MENTIONED IN 8,I) 00 IN 112), � .11 I 46,00% A., lyo­ 1 ;1"Fr PIP. soklNOWURL'aft - I vc-RI'v- L:���� �_ � War I Qr Is I -_ I I - - IWAL - - ��� INTO POURED CONME QR CONOM r--mK!SA2Dm0",G&wB,`C f__9M0=r-GN�,NCqm �,,,,�4� ANVIREED, ROOLMRIED, CONCRETE AR:Nm1I � CONORCIr AN04M (SCE SCHEDULE ON (SEE SCHEDULE OI SHEETS a THRGUI ) ISHECTS 9 ­­­ 1, =M1110 -20 -4) _ I CONCRETE latom_ .- I - , .--I. - i f 4) v amn � REQUIRM ), I- Ii. t 1 /2. .114' � � 1� ./we 0 ,/r= i ..- __________f -- I -_______,I CONCRE"T ANCH-5 r ___­.___i [ i � I . I A m SCHEDULE Oli , - � It ­111 � I -1 I 4 - [ � SHEETS 9 ­11--1 Wy­ I I � � I ; I � I � I I I I I I it : � _� I F-1Z I � � � I I I I I 001 I I � I ,q) � 11 I i 11 ." in, I I � I i I � I , L_._­____,,__ _ � I I � - 1141046d, � - _L__ I/ 1. I b" - I I f--,-W- - ­T ­ - . 4 I I � 11 � I SEPARATION ,� � ---- 1-16"U'ri � S fF I - I , Wnr,_., � ' A& - MW 1 $,', � i � IT`- M OVSS' E­ 1 -4 1 " I umm 00 r-47I 5 l I , .. - Ing a I (SECSWEEvu v mdg� rw, III +r'_'+­1____l�_­ --- I I--.,--,- 11 � - Maj, ON somr, 3) t * RAtom LENGTH SPI I y V- - - - , -) I I , , 't (SE5 SCHEGULF, r, `Z� I I v M_ INK $EPARAMN V .. I i I ON SH I To GLASS, I PANEL LENGTH I 0 1 1 PANI LENGTH -1 (SEE SCHOULt - I SET 3) tj___­=�qj��e­ SCHEDULE I _ ­11 ­ - 4,___1_-,­ -- _ " - _0,__:,_ ---L-,- z MET: -, , - ;0_­,­ I----- Ir,_ ­­ -1 I (SEE SCHEDULE Co"Go"I" =Qunl� I ON SHEET 1) I �) i ON SHEET 3� tsEr SCHE � __ ­ _", i I I _G!R_!IAp__ -, I 1 �­ SHEETS 9 THROUGH 14 I f, so% , I I I I - - _�D � 1 EXISTING I , .. ,I 01, %* � Wig i i I 1 vm� � � GII -1 I I 91, � I�RI I , I � i I . � I 1 T ?�, .10 ! i � 4 I l ,- ---- ,�b � I p" j � , " -A I V­ I M`?, i I A, , 1� vmm�pma 1 01/4 - / -If - � I � � I � ''I I 11 , vor' I ; �, , ,,, � -1 ­ t I j � I m L � � I i CIL, I I�l j � C:G, It t� 11 , � I � . I _____._,__ i 1 , ­­ --@, i : � ---I-- ----- _-, A � - � " ,,, 1 I L, '4� 12 yr at I I I i I , ACk sv'021� i 9 -t-4-vz I I -;Rm ANcHm__ __ r.-,% REQUIRED. f- 1 4, (m SCHEDULE ON W*3."*/mft ___ __j llrm - 0-i _6_1 CJ- I 'Mv� , ,,, I ,*am OTN"Us" 10) - -- 11 JAk-1 - ,W/,*MY WHEN SOLD -11 11 IMON, I ; SET A, CAW-114 AMCKM I �, --- &SIM � ­04 AM USED && -,I ORBROURED CONCRETE WHEN BETE MOCK .* ALTERNATE 000WRETE, � ' POURED CONCRETE CONCRETE, ANIDIONI =17 REQUIRED; - R CONCRETE MOCK APOURM ANCHMEDU WE LE am 7 til==111 SpEm 9 THROUGH to) sHmm 0 THROUGH 10) AU11DIZMa INIOUKtINJO VOUNITINIT I al,pm MOUNT I I � %ml� I'll �v--, W"/..,- % k I , __ _­ . , - �, �, � I - FLORIDA OUJILIGINg CODE ly coma Zoos) . �(Niph High Velocity 1`1 � I .* b2026 �KTM � �mpu ok - r I I 0� 44167 , S Z4 CAGE GALVANIZED STEEL STORM PANEL � .9, . � 5 . :�s ------- - 5- — �, . - -I, / wram,.. Will/mm ED, - EDGE DISTANCE O� �. S O - , \ GLOBAL PROTECTION PROOM LLC. nice, ,%gIFOULE ON TOP & BOTTOM MOUNTINGS CAN at - .,-, ... _____ - , & 10) ill � AD Am 5*1 1P$W 1 HAV e I 0 ' COMBINED IN ANY WAY TO. SUMANY � *. I � P�i . 20-175 I INSTALLATION, 11 , � .... - _ ,jONc oa,�=4 ML m ,*,-,W MOM ft tk_�mftlo; 11 2=1.1 k1. et !14 ­** I � % M#=�==*=�' . I . R, I'll � I I - - INSTALLATIQN QETAILS EOR REGULAR eANjLjj j"10, WQQ_Q I - _&­_ ,:377-y", 7 7 , exe I, /?p, /jf/ / I �"__f= LED .) um _�­,,j t I I koula 5m / AMVACY OF,WSONO WOW I 111f I 1� - i� J � _', - .WJ'C= y D- C9.81k , � �r` ;A4- TO ARCHlECT PRIOR S$UMA I ,__1�0�1___ ]INSTALIANON. / ! ir ;' ANCHORS ALTERNATE *DOD ANCHORS - I � - I* MI, - i ­7 -r. I � t/*NP` NO WASHOLWA (SEE IsD4 ARE ON I i I SCHEDULE I 'Do�to:� �4___�i 'ii� SCREW OR, I III, / SHEET 11) S"Ect It) - A? W, h I ill. 010, / "/ __j Ile I/ ,12. I - MAX. WOW HEADER___ ,g �­ ­­______1 --------I I REQUIRED �g _x , ,r__+___4,*­ 1 V511 I 1 / A IN" d, a IfAT Mc, i I i WOOD ANCHORS � It WE S�EDUIZ 6w- 1 1 � r " I I I SN't I I I Mi". � I EPAMADVON i �- � (*` I i , i -1 CLAsS(SEV ., k I I I i _�o SCHEDULE I "', ' I i t ON SHEET 3) - -M., i I _: Will, =, TO'GLASS, I I , , ON WET , 31 "I 1 Ve.�I* -L- 'MAX, �_=, ____ . - , I ISM SIS, eorm * PANEL LENGTH It L Pop Ir-Y) , -I � "'Pu II v MAX, �, �_,; - - - ­��.__. 11 -1, ow IVI AMID. (SEE SCHEDULE .I+- EX I I - --------I, ( .- f Me ON S"EET,3) � ON SHEET 3) GL;�j F FRN� � Rd i r I _______ � j i I , # I _(D � I t­­ — I I 56X i I I 1, ,� 01 OF .1. � I IV t I moyL � OF I , I � I I I ---- --- 0 VALXI � � I I ; q)-, I . I , I I i 'fe, � 11­ I ; /I 0 1,2 1/2' O.r- � � ,�, --- fj I --,i---- I l' I to � _1­1 � � 10' I I , - � i , � _, !vw-me- 5111,_ - � I 1� 4 j a W-M mn 14 F"N', I [ __________A____j �il N, 0 0 V4, Ox, All. I i I I I [__ 7;0'=,Alk" ­ % -� -- -­f - I , , -1 � —, �' j 1� � , a . ____ , , �i I � I .� I T I " i , - , i h i i I f_,______ __4_____ '", Wool) � I- I I - ig ED vw WOOD FWE 11 I 3 1 i i " 1, \,� Remo _ _,_l__.,___ ` � 1, I , wow ANCHORS ___- � REQUIRED , 1 � !� WOOD ANCIHORS I ,,�, � � ­Wr; SCHEDULE 04 � - - -_ , WE SWrAiE0D= OR I ­ ____ � �­ � 1 i � I� ,� SHUT 11 __j ­ , ) � " � ! � SHEET Ill ! ____ I -- 3 , , I , I ', -1 I l I � ill , I I � 'L I I � �11 , �� D\� ---2' Wn-� � - - "I , ]QQUN� ANO 04 _ ._QR MQUbM aulLo-OUT JAOU NQ SCALL I/B.I* , aug�� No A"HIN00f000 I , /iie-T kt�, ps _4t�t . /;, .,I, ,k � - � " 4-.1.1' 1% * %AIEN,se 1 41 f - .� , -�, � ' � I xm-4�00"_V=0� f I NO� 44167 " = � FLORIDA, BUILDING CODE itm, Lfgb volocl� Imw cone xonv)i 1. INSTALLATION AREOWY VAUD FOR MAJIL A-5.0. 3 * '. I W I I � - TOP & BOTTOM MOVINiffINGS CAR BE DESIGN PRESSURE RATING (PA, AND PANEL LENGTHS I -d'. .1 * f ."m n3m .r- 24 WE 0 1 4VANM STEEL STORM PANEL 1KJ-. COMBINED: IN - AW WAY TO SUIT ART I. �2 .. STATE OF ` 2f OR" ft '' ___­__ -1 _____ __ - � AS PER SCHEDULES ON SHEET11 - �� " , ", ­ I,---- I ilOW WOOD 11�, . ,pj, IT - P�Z�4 ��i_\ INSTALLATION. Z FOR NM WOOD FRAME CONSTRUC 0 , _ ----,- " 10ATAM OLOUL P ON PRODUM LLC. - MEMBERS 70 BE SO4THER14 PINE No Z V SPECIFIC -%, �­- / 11LIEC - I ROTECTJ Act 'ONAL Im SM 5 — ,DENSITY OF D.56 OR EOUIAL , IMML � 'Rhoolum- ,� I I- �9�!4WM . . . . . . . . POW-O"S41.4a"6441 !I-,- _ 20-1176 ­ Ww" ow "" SOM/WWW"11OATIL M�m,�,, '. , 1� I m (1) (3) C_ Cf) _0 —00 :: :. a) = 15 _0 L_ (1) (1) L_ 0_ CD_ = 0 0 L_ C -&-I..- cu 0 70 Q) — a- U) - CD — C a) = -0 Cu 0-0-0 -cu -= , Fn = 0 L__ 2 E. -S? C 0 W ?g: CU I- .0 cu U- — CT3 > . U) C/) -0 W L_ E (2) cu 0 III 1 E �_ Cu.) -0 40— . C— < m � IT or Cn_1�,,,,,,,,,, L. (D (1) (1) = III U) =:3 m > 0 L_ C/) CL CL < (1) _f__j 0 = =3 -0 m 0 CLL 0 (L) m " cf) m L. m =3 LIJ 2E < z ;� < __j a- [ E SHE T NO . D CLPSUR9S. DETAILSS N IN POURED CONCRETE. CONCRETE BL CK 0R WOOD $TRUCTURES" VAUD FOR REOI LAR LIFE SAFETY & E—Z HANG STORM PANEL (1) SYSTEMS r- .;.._..-FiN1RiD ODiICRE7F. OR 2 3' X t as T x4 GRIME 1/AR,Eg z WbOO •. 3 �7 A{.,,GY ODNT .. , li A'EOUiREO : ANGLE wRFNT{4'd s1 arx. � - ,.� 2" TAWON i t2 O,C. q I 14'4 s t 34' tAPC9N BLOCK ON Q'a4' ?iBGFi :'RAt/!<: } PC.aIED CONO -. I - / 1 OLOCK CONCRETE ODNFUNAl REOO'RLL CONCRETE 9LOCN f"1- AN(DNDR 012, 2"X4' WOOD t1tANE - fa�___�� � 4R Min � •.,, ��•`' RI:GUEfEa - I � � -aF,: �". •1 "�:• 7`xt/4' GM .0 r 5vF PAWJ: t { 1 i 48' F1r N -J APLa AAICtiOR LED LOw n x X:. Y Oa6 TD ! @ }2 O.G VARIES x ,D ".CONS r r, L ALUM ANGLE OR.-.. Nqx' I 49G' 71o8-1115t SHEEP POURED .CONCRETE CONCRETE i �4 - T4 MLPL AUNL :BENT PLATE 2' X BL401t OR ' 3"M' Y&Mo f1iAMMC . ITtP) �t S1 - 14 REquR 31 H D9 DR 2i2" ( f GOBS ALLOY ;� r 1 4 fxNt. ALUM, ANDtE ' 4N s �t- 9X, �s Mac GAP m-`4', 1/4•,d BOLT e'. .D7Y • 12' O.0 31;5 , OR BC63-T5 MLOF wlak"NUT Cant V-. AHOLE CASE A MANI CASE B (ELAN) PASE C (PLAN) CASE D (FLAN) SCALE 1 , 4'-1" SCALE Tr4 �'" f_1 soraE i J� SCALE f MUD -SET OR CALK� on PAHBIMTE N r r PO13R14, WNCgE7F-.. ,R4A Ai rFEiAt 2 AND +� CONCRETE BN.ax _ �'�,+�.. �4o1T9M OA PLUG:(S[L 4 PANEtALATE P0URE4 COrX:AEg ��•� TaEK - oW x ASA OF ARLE oN r -I:'`; CIHA"kETE V 5 VAR i 'X4 WIND ' ,SG& u) SFwE1'S A - (MIN PANEL :Z: .� 4 � FPAME REQUIRED AS APPLCtBLE !D t Yl) 2'>r4" woai FTMN[ 5 FNme '. OVERLAP BEYOND � '�'-*715 .' POURED CONREO CONCRETE, CONCRETE. . .. r „• OPENING tf W,E>RI) BLUCK OR 2%4' WOOD FTBALE S,. iO.O067ED , ,/+i' #iOw'. \. _ r MALL (*,a OUT END PANEL) X w B O DISTANCE"["t`�'-' ;-.- I I <• r 4,AA9„HIIIN*'r'4 CASE G (PLAN) R.A . Q� ,y SCALE 1/4-.1- ", INrDiIGf. adl f totr •'• rl �� -... . �••••• •• 1/ FtNi 0.RECr I ALLA N ONLY k VALID NVT F.4 ac 'A.MOUNT NST Ti0 CERTXf1E0 PANEL. INSTALlAT10N AT WAILS W/ s '• No, 4A167 SURFACE. LEVEL. VA#ATIONS WITHIN 3/4' FLORIDA BUILDING CODE (Non High Vetoolly 14WU core Zone CASE E PLANS AC SE F P N F IATE OF :Ara m 24 CAGE GALVANIZED STEEL STORM PANEL ..Br % SCAM 1/4'-1` SCALE 1/4•:=1` fi •.. LORID�', a,�' : - ,y 1 I L E O GLOBAL PROTECTION PRODUCTS, U.C. "ME, INC. AANNNH11111 « __JJ aNbWILFI_ SIAEEN r�/LiG7 1wGlT T'[StUNO • : WIND cowPANr X.t 3w a4 :. ata. oN1wXs A 3Nr aa+E:. n. mtX 20-175 1 f M = Lm# v,-,4n. Pw , trr3 dTi<r6n PIIXNE {a54jmS-]BIOS, FAX (M. 1itlS,'ala7 ex SEAirSNLRAAIUAFfG1E. C4-0W67Fa e�ev r - 4NECt 5 O< III IWLTFR A 1XLFN Nr,. P,E. n w NXss, or 15F (VALID ONLY FOR PANEL tt;•,1' INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 QE 7) LAME A:S.D. PRESSURE RATIN (GATT MAXIMUM ANCHORS SPACING FOR ED.. AS SHOWN. ON SHEETS 6 k 7 APPLICABLE TO �/ a: AnY CI OP THF1d EL AMDESIGN LENGTH 1 TAPCON LAG SCREW PANELMAATE FEMALE 0 PANELMATE PLUS WOOD 8U&1* G 13` 13" 73' 13' 13` w (TOP) 13- is- 13` 13' is" 1W (BOTW 6 Ile a Ile 6 Ile 6 1/2" 6 Ile 11 (1") - - 6 1/4' !2- 1/2• 6 iJ4• (801T.') 5'-a' OR LESS ------------ is" 7S 13' 73' (TOP) +45. -45 LESS 13` 13- tJ' 13• i3` 4W (9DIT04) 13' tJ' 13' 13, a Ile ! W 13' 73' 13' 13` 6" 1W (BOTTOM} a 1/2` 6 1/2' 6 Ile 6 1/2` 6 1/2' 2w (TOP) - 6 1/4' 12 i/e a If4 2W IBM.-) 4 1/2- 4- 6 Ile 6' 1 J2' .(TOP) 1 s4" 4 X/e - 4 r/e 7' r - 3W (1KXITO7) 10 Ile 9 t/2 i?' le 4' W (TIP) 13" h3" 13- 13" 6 Ile W {90770M) • SEE TABLE #1 FOR MAX. AS,D. DESIGN LOADS X MAX. PANEL LENGTHS WHEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 5 MAX. A.S.D. DESIGN PRESSURE E ANCHORS SPACING FOR E.O, - AS SHOWN ON S14EM 6 k 7 APPUCABLE TO M�TE7�aN�A. TX0A61H4T. OF TERM MAXPAUM. PAl TH i LENGFEMALE (H-) TAPOON LAG SCREW I) PAN��TE WOOD BUSHING 13' 13• i3' 13- 13, iw (Top) 13' I3" t3" _ 13' e` 1W (BOTTOM) 6 Ile 6 I/e 61/2, 6 Ile 9 1/2- QoPj - - 6 Apr 12 1/2' 6 1/4" 7, 7 ile _5" e, DR LESS 7 1r2" 13• 13, 13` - 13• I3" 411 (TOP) +45, -45 lO +75, -75 I3' la' 73" 13" 13' 4W (BOTTOM) 13• 1]' 13' 13, ID' - 1W (TOP) 13• 13" la- 13• 6 1/4' Iw (BOTTOM) e Ile 6 1/2' 5 4/2, 6 1/2, 6 1/2' 2W (TOP) - 8 i/4' 12 112• 6 1/4` 2w (BOIL-) >5•-0` 4 tf2" S" 7. If2" 7 112` - 3W (TOP).. - 10 y• S, .5 Ile a B' - Jw (BaTTOM) 73" 72" T]'" t1" 5 Ile 4W (TOP) TY 13" l3' 13' 1 To' 4W (Bono • SEE TABLE #I FOR MAX. AS,D. DESIGN LOADS dt MAX. PANEL LENGTHS WHEN SPACER A IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 TABLE s, A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 5'-0^ > 40 PSF TO 50 PSF B. -2* > 50 PSF TO 50 PSF W-10' A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE )D OR PANEL MATE PLUS ANCHORS & W/C9,9SPADFiW kFN,}2. 1/2# O,C, MAXIMUM A,%D. DESIGN PRMURE RATING (p.sf.) AND CC 1AXIMUM AN040H SPACING SCHEDULE EQR REGULAR STORY PANEL a) INSTAL a 10Ns INTO CONCRm & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS 1 THRU B. ON SHEETS 4 do 5) ocnm I i9N rr. A9SM 1 NNr 4p`A A..Itij4, a"P' •' ,GEAt ';"F A MAX, PANEL LENGTHS ARE D VALID FOR INSTALLATIONS W/ SOLID SET ANC}t0'RS &.'N/ 'SPACER AT 12 1/2` O.C. . FLORIDA BUILDING CODE: Non Nigh V•loctt Hu cone Zen9' IS • Z +nWlD 7ATDCO IiD.. DRAWN 441$7 c 24 GAGE GALVANIZED STEEL STORM PANEL �I ,�. z #, - - k IL EC O ome. GLOBAL PROTECTION PRODUCTS. LLC. "ny'1/"'° 13,1011,11 TROD SW. 91 STREET s 0,4:•.,.. OR 1, •�+�/-•' r,.w.a..:.:1TEFTING �+.aw,wXAX.nalt mW2. F1.3z3,. _ Cts+f. „e...1tMN RT,.1rW tr-pael rtl>,f P11d tb5d3NF4-78iS, FAX, CIC14)r44-6+aT .2D 1i5 ti! •••, ( f CAODM CIA Try R'lrlW _ k +n.w: wi,aY SNWNANp Na: fA, USXN 4 Ifn1A114c,JDATE �- *&W A dr�oom. tlP,,:G tx4.r , 91ast A OF to MAX. AS,D, DESIGN PRESSURE ESSU �aism { MAX"* ANGNDIIS SPACING FOR MIN E.D. PER SC4(EOtXLE BELOW � k _ OF THEM MAXIMUM PAIR lENBiH (fL) .. MAX AS,Q:: ,OESfIN :: PRESSURE: (P,d.f} MAAIMLB9 ANCHORS SPACING FOR Lib% E.O, PER 30HEDULE 9EE.OW �•E � ,. +/ 9 ANY NMXIMtMA PANEt t€NGili. {R,) T A#+CA1N SOLID -SET P tT:f4M,E TE 70 PAN AWS TE 7A3AA0•-NNIIN : GM.K-LN TPPCOti SDtKi»5ET PAAtEEMA ID :PANEL,MATE PLUS 2AMAP-WMLb4" CALK :. N ra 1O m : -mOADoN 49HDInE GCNO6IE .. 13" LriNl7ai[ .. ODN9WIE t%� �TK3N THEM +4>� 4a LESS 13' h3` 73" 13" 73'. 13" t]' IJ` 13` 13' OR LESS �^4a -55 i3' 23' 43•.. 11' t3" N" 13' 11` 13" 1h 1r2 1 } � ,. : t3" IT 13* 73' 13` IS" 13' 1]' 7J' 13' 73' 13' 13' t {BOTTOM) T]' IJ' la' � 73" 73' 13° Ir Ir T3` @' 13':. 11` ll 1/2 1 (Bo7TOM) t3' 13" 73" tY t3'-- iJ' 13' iJ` 13' 13' t]' tJ" 13' ' 13" 13' 7J" 13" 73' 13' t3" i3 ' it Y J2 2 (TOP} i3' i3' 11, iS"..: 13' 13' 13' . }3° 13" 13' 73". J (4OTTOM) /3' iJ' 13" Ir 13, 13` 73" 97' t3" 73 tS 73" 1 1/2 2 {BOTTDMj 3' t3 13 i 3- 13 i3 13 Oct 'J / h x 'IV 1 -t x rx 9 BOTTOM ( ) x 1 s r rx 2 / 1 b r -6 1/4? 12 t 2 r 2 1. 2 f 5 T / 6 4 r {BOTTOrJ). 9 " �, $ $ " 9 5' a «. a e +' a " _.,_ 9 , ?a. � 4 {TOP 7 / -5 7 x.. r 6 7:1/x a 6-.. 5". . . S. d (TOP)..: 4* - 9 . - `••. 4 - 4, .•.. ,: 5 4 "^ (BOTTOM) B �' B 4 (lKHTt4AC. i3' 13' T3' 13' 13' 13• 13' 13' 13" T3' i1' 9J' T3" 13" 53" 13' : t3" L3" i3` s3 ^ 77 T x r 5 oP n ) 3 13" -Tr 3` IS` 13" h 3` t3' 13" t3^ {BO TTOM ) t ' 3 i ' ] i 3' I 73' 73' 7 3' I 3" 13" 13` I3' I 3 " it 1x / 5 LXXTrO { M) 13' T _13' ;1` 7 '.. 3 'M13` T3" :13' 1 3 '- 13" t« 3 5 (TOP) i3' Ir Ir 73` `. t3' 73' t3' l3' lY 13" 13' 1 3` t 1 1/2' 6 ;TOP) - 161/4 6 Tr4 6 tJ4.6 1/4` - - 8 i/4" 6 7f4" 5 (r�Tf.•A) #r4`;-6 1J4' 81f4' 6 1fb' - _ _ 6 i/4' S 1J4' 6 (tgTf:•�) t3' S" 13' to 1J2" 13'.. -7' 13` T 7 tf2, 5 1/2 1J' - 4 Ij2" t.i1OP) >a .. TO Y4'-4' 13' 6" 13'- t3" 131 8 1/2' 13' 91/. 9. 1/2` 6 t/x' .,I3' S 1/2` 1 (TIN*) TG i1' 7' 13" t3" 13" B tj2 IS' '* t/2 1a 312. 7 1/2- IS 6` t (BOTTCIM) 13" 7 1J2' 13`- 13' _i3" to' }3' t0" 11' 8" tS' 6 1/2" 1 (BOrIt7M} 73' 5T t3" 1D.tj2 13' : 7' 13` 7" 7 Tf2. S 1/x 13' +'�/2' (1Y/P} i3" 6' 73" 73" 13`:: 5 Ile 13- -:73' S lr2' B tf2' 6 1,fx' 13' 5 1 j2` 2 (FOP} -.. t3^ 7' 7' 3 13" fi3" : B 1 3 J �^ 13' B t 2 iI 1 Y 7 1/!1! 13` a 1 :' fz ¢ BOTTOM 3 ( I 3 ° 7 h Jx t" 3 i3` Ir 10' I3' ra• 11' a^ is f 2( 9ariaM ). 13 * ' � 7 " 1J 9x 1J2 13 ^ 12 9r 4] 6 Tr4 . fl i /x a.1r4 h3^' 2 Tr2 1 B r2 4 Tjd to 2 .. tf 7 TY /. 1 ' ] e Ile 1'.:.. $ f2. 6:Yj'4 3 (T1jP} (ROTTLXA) 11" 7 t.' %Y t}^ # 3r 10" 13' /0" N" t' 1 3" 5Jr2' 3 2 if_'2 2 ?r. 8 f4 1rb 42.tlf2 t2 il"2' :6.1/# r. 3 (BaiTOfO 5 Tj2' 7` :3 tr2' 9' 1 tr2' 3" '(TUP) 7 1/2' 3".. B' 6. 7. 4r B. b" 4 1/2' 11j2:` - 8 7J2' ], 4 jl-OP)- 4" - g.' ' 9` p•. •-._ 5•. 8` - E-1r2' - 7 1J2" - (eaTttX4) 3' 7' t3' 73` IS" :9 tJ2`. 1]^ fl tr2' i0. tf2. 7 1/2• 13" a`. SMEi1' I I FOii AANG}WR9 TrPE B: SPA,WNr +DR RNsiAUATKRd NiTO waw FAWE lBDLIING'S. M MWwtaN ANAIOR 5PADINFS AN4 MINIMUM 6PCE DP'IA410E ARE PNG$a1EO ON ttid SC/iEDttLE FOR E0, LESS D4Yt AG!OI17ED ON SCHEDULE REDUCE ANCHOR SPACING er MULRPLtlMiSPA'CIKN SHaNYN ON 5d#GLACE 91' THE fOtLONM6 FACTOS. FOR TNIB OPEM7gH TO BE i,aS9!%E, kE0lK1E0 SPACING D@TALip.USXND FACTOR Shwl NOT � scRc TXMM WNWUM SPAC4ia MMGATED FOR EKN .UKi1OR TYPE 4YI 1HR 6GNEWA[ ANCHOR tvPE Tr4". j r. 1r,: ,f4: 1r;•. �ir4« FAPfX]N #o1D-m p 7AM:1c-3MtiK GAu441 iREAkIM AFNDi16RSPACBl4 (M.) 3 3 ] A 2 1/Y a 1(4. Pr"X �L6#1 a ? tfY 3•� U9�AA •aIK B,S).... 531)9' Sllz 31/Y.: + AcnrA FmE DRw� (E.DJ FAcroa tIn " SPACINGS ONLY VALID WHEN SPACER (Q�#S 11�D. SEE TT1 FOR MAX. AS.D. DESIGN LOADS Ac AN7(. PANF1 L£�iGiFIS WHEN SFAOER 115£D, ,warXw+ltl+• A AS.b. •N LOAD MA)UM 40 :PSF OR Liss 6'-$' 40 PSF TO 50 PSF 6'-2" > 50 PSF TO BOPSF 5'-14" (SEE SECTIONS @. ALTERNATIVES ON SHEETS 13, 14, 15 &i66} --. •- :MAX MAIL : R-1A/13, R-TA/13, R-3A/14, R-10/13. R-2B/11 R-30/14.NOR3• - �� R-LAW/1% R-2AW/15. R-3AW/16- - R-101M/15, R-29W/15, R-38M/16, t• �'L' ' ( t %h O t? C O O Fy I E1 ( L/2t T 1 1 4'i-20Xt'.SS, GOLF W� I I 3 _i € 1 ` i I •L` i I {USE FOR PAN0.'. LENGDf. ? i i 1 i ( i MAX. 1 OVER 7'-9"} PAIR LENGTH k `tREGLILAIII, PANEL., € f _ { REGULAR STORM FALLEN. #, i 9'-9" D. +400. -40.0. PArif, . f i I { ; W/ tNERLAP MID PANEL LENGTH DOLT) 1. I I ) 4 S I 1 ` i, 4IF£ c :.. STORM PAa0. L i j OVER P MID P-64LE:. A - Y y t : • i (Wja OVERLAP MID PAIR LENGTH IaOLT) 1 F TV USE ENCIR SS. BOttit W��yy3 1 , ._._.s,. ;. _ _ •i S� j 2 _ t. _ 2A�ALi. NMfOVNfbXCS I AT EA- OVERLAY g g. , .... .........�� i- - I 1 e I i s i —LOCATION O LIFE SAFETY"'-:-_, I ANE_I BOTTOM. CORNERS 4 //yy I.` 1 t Ai P V i i' D.Y., � ' ------------ or WING NUT AT WINO NUT AT j ifl,L.1�1 NOR y Y 1M% LEFT PAIL 4 RIGHT PANEL 1' t`AA%.1- r iNSTA1.LATI0N5 ONLY VN;JD FOR. WINO I' MIN, : R-LA/13, R-2A/13a R-3A/14,,. ,R,m: 1S/13, R-20/13, R M/14,; t• MAN,; SPEED UP To 174 m.F:rt: R-TAW/15. R-2AWl R-SAW/16. R-TBW/15, R-2BW/15. R"-3BWl -- i..-:;.--......_.._ _"`-' -ANCHORS (SEE SECTIONS k ALIER!03P ES ON SHEETS 13, f4. 39 Eci6).-.»...--..-._�-�--...___.._:..a..,:,_.._._..»-._...H..-..._..,i t/4' MAX. OAP ;LIFE SAFETY STORM PANEL ELEVATION (t) {f- 1 REGULAR 2.607" SCALE 1/4'-I• �� 1<.. - - STORM PANEL (MN C+EiIIM��1 4M47LE WLL-� ' tfE��p � a STORM PANEL ✓-eq ` L#FE 51fE`sY PANEL "0; * IP.� PLORIbA-BUILDING Ob{lE Non High VelocityHurF'cone: Zonal . A4t� :ZORI01 ry4,`'� owmTkFFgA 24 GAGE CALVANRED STEEL STORM PANEL Iwa�N N-.. IL E C O inc. _ GLOBAL PROTECTION PRODUCTS, LLC. - SFsCTIi3N A —A TE'mNa t-at e/1MPANY fiPOG rw, a1 sifl1:ET ,�; Ap6 Arw •, i M,X,raw iYRa, N ]ifr LAM: F7» aJ}1A SCAEE 7/4"=1" �Nj/ '�.°� a>w.t, iXr1X�t-ISM�.�aeN eax-rsm _ (Wk}eM-T5+5. FAIN (aa416a4-9Ta> 2b-175 P,E rPALJStOrMKR4.;/DATE... Rw..- WY�,9:, NR 'w aNR ,.F DaaMl/a NI: CA-DOa8744 WILIER A 731Lif .F.. PE. , m+t-w 4 y1M1ti 12 # 14 ,tl a MAXIMUM S& DESION EM=URE RATING tu,16f.) AND CORRESPONDING MAXIMUM AfkbCHQ&_§?AQW M DULE i0R REGULAR STORM PAN INSS'[y�ATIONS INTO CONCRETE do CONCRETE Bl WK STRUCTURES_ (VALID ONLY FOR PANELQI INSTALLATIONS AS PER SECTIONS 1 THRL) 6, ON SHEETS + A 5) MAIL.IGN DESIGN - PRESSURE MTB48 :. MAXBMMA ANCHORS SPACING FOR MIN E,D. PER SCROD" W44W ANE ANY 17F T#L MAXIMUM PANEL LF31Ch1 'L" (tL) MXLX, A,S, D DLS#CN PRESSURE. RAT1 IiG (p"sfi.) MNaMUM ANGiOttS SPACING fOR MIN ED. PER SCi1EOUI:E BELOW - : : APPLICIBEE i0 PANEL PANF1. LENGTH L" 1APCDN SOUID-SET P ID 'PANELMATE PLUS 7AMAD-NNL1N CALK -IN TAPOUN' SOkIOtSET PANELMATE PANLlMAhE A A144C-RV/Ri CAU(_JM & DpICaNE MDtNORR W ra To 70 :. maGNUE1E OW IO >.+65, -65 +75. -7p X3' it.11 73 13. 13" i 3' t3 73 t 2 i3 10 I 'RR >47m-75 +ilA-1tA$ :' 13 a' t] tfx 13 51 /2 13 j4 :-7 1fY. $ /x 13 1/ ) OR LESS. 13' 1T' 13" 13` Ty :. 13" i3' 13^ 73' 12' 13' to- t (@ATOM) 13, 6 1/2" t3` Ir 13` 9' 13' 9• .10E 7 1/2' 13' 6' I (BOTTOM) 11" I 13` 13- IY I3" IS` IF 13' - le 13' 10" [T1)Pj 13' v 13' 1I 1/2. 13' 0 1/2' 13' S 417- 7 iJe 5 IJY 13- Ir I ii' I 3' t3' t3• l 3 13` tY i 3 t-' x 13" 10' 2 aDR_I ( ) I ' 3 : 7" 13" 13, 3 -'• - 13' B 2' t / 13' 9 1 2' f to I {2",va,r,un) T 2 113' /r2 13 .. it 13 1 ] «. 13 h3 . t • ] � 1} . 1 1 . 1 - 2 73 , 1 D " 3 (TOP) ) 13 ' 1. 7 tJ , t3 ^. 13 9 1 " 2 //2 73T 91/2. -101 I III i3 $" } (TUP) 12 12. 1/2 5 if4....b Tjb. IZif2 12 Tr2 ._ _ 6 IJ4 6 1fA 3 (BCTPaM) --. - / 2 /Y 2 1-. 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PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ IS SPACER AT 12 1/2" O.C. (,tjS7'ALLA1IQN AETAU FOR LIFE SAFETY PANEL�t INTO POURED CONCRETE OR CpN,CREjE BLOCK $TRC,iCTUgES El NO POURED 1j4:'0 tMCON,__, ,,,,,, POUR11f I:C. 1 �_CONGRETE OR AtiCHOR. 9' O.C. 1 iC4< OR AFNG1ia11 tlPc TOP SPACINGkMR6 INSINUATIONS JIM WOW Pool OJO.� MNMU AND AND. MINIMUM M+MUW Nick" woom.(Yj)) 3 4AwalWimu ONriaM OAU rnAMXxiraf osalY On)Q,.) 3.. EDGE DSTANCE ARE INDCGATED ON INS 9CHEGAL FOR LD, LESS THAN IND"TEa ON SCHEDULE REDUCE ANCHOR SPACING J BY MVITIPLYWD SPACING SHOWN ON SCHEDULE BY THE FOLLOVIOG FACTORS FOR INS OPE v" To at POSSIBLE, IWTIIN. ESE women lE N1paR REDUCED SPACING OBTAINED U91L0 FACTOR INALL NOT BE LESS TK* -' J mookow SPACXMM MDXXW FOR EACH ANOM TYPE ON INS, 1U:r' aum.»-..- M>11NV YIBLOCK REOUJIIED VN 1- C]!CI'fH,e -"L'tNNCRiE BL.DGt REC#UIRL17. CtNNCRETt M RE U SECTION ELS O LW A! F�EfRY PNEL TLNOS, IiNiyrlNA. SCALE 3/U-i• . 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'+ y : ,d CNtXR O B" O:G. .t' 't I 'i #' CR O 4" p.c: r' t. i//d'« tAPGGN 7 3Jjd"4 TAPC(ilN: ' ji� y' _-4) / (. '.-..' .. lr` r `'s t '- 'ti.✓ =" 4 ) q B' }t ffi 0 11 rj,.1/4' P t} ; Tj2' jt/4" 1'< rl} {(. 1j2 I/4. f. 41y� 1 y' i MIX''} 1 NA9L 'I 'I.t1 NAY----_ f 1"�, i. t•M??L t ,:'1t ,; tr2• .1/4" / € 1 Ar iJx' +1/4• z , —?�,'11 `'' i ,€ t f s Mon. 4{ I i Min' 1 " 2` I T 2 € A # 1 4'S-2M1• A TO GLASS. 1 I/.•t-9ar1• . B ;1 _ i R F p X S I - f SEP PIrdN. b 1 A rny--=oe1• ;. ..,V`a.._. �:� _ ..t_._ _ ... ...1 A✓r Er. r i A -_` -/+*r-met• M 1 1L1WIN 04R Y•:X Ex6TILNG a. , -N # ..„ Rup,1B tr N . /,.T._.�. y,a u n w C k'XBSTX.y Ip ,.£ ,ts rztie,•. w,,. _Wn,s.w t. tl .. `E is �,,._. , .. _ W �:" _ &4. Bata w j EIUSif ✓f R..-,._... F WyTS 6_,_---- 'p 7" 11 O 1 1 qq 8 ) "` AW. 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I tN ON SHEER Tz) R, ty I OH srIEEI 72) v ON SHEET 1z) XT� `.^.� I i 4N SHEET 17a. 10 # SEE H ET 12)N p I (SEE ELEVATION _..._ __.___i t -__ (SEE REVADOH 6 ,+� R 1 SE } " f N R A I SEE ELEVATION a Cin _ 1 M A 6R i �A- —sTEDP f f sE 'BON-- I..:,+ € R. ..� { B 1" dRn: X -' `... I t" Mir, ..,....': �-^--- " ....._.., I SHEET tl2- PARS a __sEP 1z _s i. :j B----'BEPAfdAnDN..:,. N p # ARATiGN q,r^.���j ( I Mk,. X y,,,,++++�-���"�� 6 To 'E0.• fiFf; # EU4 f' I ",. ,, I , ."--. ax-,..--_« i µ y 1 € xi r•.'„._.... w I N tttt:: C ItA55. s, FJLISTING POURE4, ./ i EXISTING PJUREfli �/•' i _ . ,„ s'i .,.. s4 t7 ., M . �. ( i I ,: ( - t I Lr2 I 0 U t7�) CONCRETE OR _ € I I t `„.,. ..;.•:.# a,:JT. t : , r1r' 4 •,21Jz . ^^NN� _ CONCRETE BLOCK �i fT `•-," COrICRETE BLOC. ' ^C7 O, �, �. 1 L f EC: 5., ! . ) .r` i 1 fO.: _ .,„. i 1 ._...L.__.._-.i N �-.�i r Ej 1 ' -'L REQUIRED. I R I? x - REDURID. r- 1 ftfloNrol ; 'i; f- ---: - . ' t L .. I i < -_- - ..';- �._ 1 ED_ - i L • uVt ec • u:,r1 ac �' 1 . , E,Lo (--._.`...-�...J3z" Co. i ' 1-' 1 # }- i _ / i i _I # t , i I z { t , 3 I ` I , "t tt 114475 WAfD� tfy''. .. I.4 4• E`0, r' + �S, _`L- ..: 2'x4' W0� 1[ FA. Fi •"1-_. { "E�r. KA !NA L.`. - t ED v``: `" F i is { N ; ` r. ,Naar w i tI y .:..i a t PN1E i f � . SECTIIN R-"IB { �: L; REaDRED t • ,x 1 DD: 2N4` _ z�4 tt {t ## s � L M1 4'd PAKI3AMTE PLUS 1/4'I FBFIEIMATE PLsK 14 a 1APCUN d 4•.. # , 1 4 D 7Af*CIN 1 ..::4`4TAPcaN 2 x# WOOD 4 , t? i M t .PLATE PLATE- -- } SAFETY FANEL ,. % i i { # -„' ANCHOR O 9" a:a. 'ut 1 T 1 f ,...,. ANCHOR1t B` O.C- I �) S {.� ANL7LOR0 9' O:C, PLATE . `1 .t s I °" J ` • ; t , a x I t ANG10R N9 12 irz O.C, ANCHOR (BEYOND) 0 ii . n y,. i.,,. - 4 y .�,. *yL s ry S. 1f4:R PANEL,MATEPLUS 1 `r.'{ •." ! { r 'y s, 1 4 R rAPGCN R£SiUfRID s i REQUIRED # 1 STA1iq`FRED W/ STUD ; ? € s STICGERETi wr STLNI �^, 4 f i d REOUIREI i f .,, ' a ) t "� ANCHOR a 9" O,C. ,?„ ,.`I s .:L, 1 " . 1;/4`I PANLIMATE PLUS. WALL M NTINGS _��y:4 WOOD ; ) f - x4" WIOb s s ( 1 t I N i y ) ' "ANCINOR 0 12 1/a• ,Q.c. „a ;t.P _ '�"AtiaNOR u lz:. i/z" o;C. SEE sons is k ti FOR ANCHORS TYPE a SPACMB FOR LATE SCA1.E� ,' _. ?_4 i..�_.._,.'. REQUI ......, : d ..,_ LA --, ?/. �___1 ; I i i 1� tlevsumHs INTO WOOD FRAME WILOO . 1 1 ` i i. _� � I ) 1 Y r ; � � Z REOLiIREO REGNFEO fn l0l ANCH OO SPACMOS AND WMWU9 1 OSMNCE ARE INDIO ED ON M SCHEDULE, CDR ED. LESS THM INDICATED ON SCHEDULE REDUCE'XNCNOR SPACNNC BY " ` Cu MULAPLYNG SPACING SHOWN ON SCHEDULE BY THE FOUDIANG FAVIOM FOR TIC OPERATION TO BE POSSIBLE ALTERNATIVE R-LAW �„iERNATIYf R-I BW dLj'�NATIYE. R-SAW AEDUCED SPACING WNNEv UM FACTOR SHALL NOT BE TIME R-*� VE R-3BW E O REGULAR PANELS o uFFFfZ1LPANEL TYPEfLESS N % Nc MICATED FOR EACH ANCHOR `tAnaNInNNN,yr� ,� REGLIIAR P LS Y�I,S,�f SAFETY PAtJEL ��F .B_ ff a•+`> A A T!(t�''�a WALL MOUNTINGS Mr, WALL MOUNTINGS EfY FANEL �11 ►�QIINGS �kAfA NTttCrr"yy mom TMC --',: mN `_ .>E`_ �3P�•`' GEN "Tv9 �s J 'S�ji A Ttt(N4+4''+y, / «�.' EN ''I' s. - w S SfJN,E ] 9.1E SCALE 3 B I' SCALE 3/8-1 , �L r p ` ✓ 'A4 v s •" "� LENMNAL ANPMR 9,YGaW MJ - 3 s / i '•. "__ FLORIDA BUILDING CODE Non High VelocityHurricane Zone)_... '"' GEN,S +'"'-r� '_:FLORIDA BUILDING COO£ Non High VelocityHu on* Zone - ' T T :. FL R IDA. B IL G C - e `NS.RNNmM eewnM to 1 3 I o e am4lurtcO, c rF_ s !" maJa 1831um Nc. FP. NOTES ND, AA OR U GIN LOBE (Nan HI h V loci Hurricaq• LIRA) 24 GAGE GALVANIZED STEEL STORM PANEL * : * - aRoa41XTEDq MD rt 11PeIM •IOW aXj s s 1!x s c DgNYN Wr ; D, N�Aj RT 24 GAGE GALVANIZED STEEL STORM PANEL DRAdN. S ' ATE QF.. Cc > aRAYN- Q i o`; STATE OF a 1. iNSTALUlON ARE ONLY VALID FOR AS,D. DESIGN _ . A k� 1. INSTALLATION ARE ONLY VALID FOR MA%. A.S.O. $i i4 GAGE GALVANIZED SiEEt STORM PANEL NwIRL14 Wrc[&W /lOIOR y. , PRESSURE RATINGS (p,s, AND PANEL LENGTHS AS *= "1� minr'>m? p a '.,. fi ;..?�- r _ ---- a>fsrta�6 = Z ,,, dfi•. �� Ipp�. LL, E (I�Ic GLOBAL PROTECTION PRODUCTS, LLC. DATE: PER ELEVATION ON SHE 1z " GLOBAL PROTEMON PRODUCTS, U,C. DAM t> scr( PRESSURE RATINGS (p,s_I} AND PANEL �pE [pR — I GLOBAL PROTECTION PRODUCTS, LLC. we _. �4'•., STATE Off.""';P-'- IL. E�C O LIDO, : LENGTHS AS PER ELLYATXDN ON: SHEET 12 ., '••........::: - -- - L.L NEC 0 f1tc. - D , Da, 4. F ,••••, • t1M/T Tanrlo • Na COMPANY atlo0 sw. 51 STREET 2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD , 9Tmwa.>E icwANr 4800 s:w: s1 slow 4i S Fc� TcsnNO r aNNrum. - ANr 4010 aw. 5,, SIRED DAYL iL nstl - y0 Al'0RIG "+•i�'''- :INS. ,:rr,.:Re:aw,AwpA aNms. !saaNN zM'NR.. Fl». 91sNA 2. FOR NEW WOOD FRAME _.GONSTRUCTEON. WOOD tp. /(}NA)• .,1"✓f^e:%X-G7 DWB. h. J}sI4 Z yA rCNALE _ _ r 20 175 MEMBERS 70 SOUTHERN PINE No 2, W/SPEOIFIC . F . _ _ 20.175 , R+4AM....rxaAxww, /IAD,M ..1,: • P.as r.Do A AAA ' r,«, min, IA,a.: h .dT,rl of 1d, na1NO C53Tke�r,4s, PAX; tuA7ed4•-Ris7 . ...,,..,::. L+j}7^ .w..t>m1,n ,.s, rw. t+m#..•N..,rN PHONE, i.)�ti*r.»a- PAX. hsANa4-,e7ar MEMBERS TO BE SOUTHERN PIN: No 2 W/ SPECIFIC HMMu/NAn>e: F+,.e : d 'c+t_um.w-: -rail rmaE. (P6AW4r-Ts4A rAc.[a5.}ma-em 20 .75 _.v. ._.._ NI/IMMg1P ... DRwYtlIG MP. y a{= ��'�t o.,.w. MwaMxsw s r .-nX. Rrw4.Ma. DENSITY OF 0,55 OR-EOtJt�. S� rwe OW,XwO too: E f ,� w: :AWW„Rp w MAwNO F Q 3 f/]• - -- An, n ,Rarer r, as w XXS '� C'ENSTTY'{}Rr 0.55 OR EQUAL r�.5�4;sICNA7URE<7AAtr• Era-OOOBtta N'w.. w„'N ,'„r a :. P.E SfAll9Oa+/',URE/t1KR wFLORI A DA ;,,A',N4r.• P,44j.E N 1F^ ; mu N w 16 /fMiN tUpErOATE WW:/EA�A 5 P.4. aft 1 Na A4, riMlT 16 or t! WN,TER A: Jr., P;E,. &cIT ia� aP tW .T SHEET N0. SH 1.4 f1'Pt91(, i V N•�„i O DF r r 4 ANCHORS EE (SSECTION Ul A, ALTERNATN'E EZIW ON SHEET te) rlr3TE 2) W {" -WE :2) a' K. ENztnt 0.0 P.s:fi. III TYPICALVA 1 FOR SERIES 2000- NG 5TORM P 1, SYSTEM fit} SCALE: 3/32"-1' S` a.6a7'(41N. DiII➢M !/*• uro GAP YNL GAP SEK= T1ON A~` LAST PANEL(D TG BE INSTALLED AT EACH OPENING SILALL. ALWAYS 8E PROVIDED Wjj REAR HANDLE T� FACILITATE INSTALLATION 1F twENDELT 70 8E INVU1.£D FROM INSIDE OF STRUCTURE N1 (1). W.Es1NrnCYN OP sFPlg,il+30: 2 HANG STORr.1 PANEL SYSTEM C SIS NG OF PANEL + Cbnh TRACKS TOP & BOTTOM, M, EN O PANELS SHALL Al.V7l5 BE CONNECTED TO ROITOM TRACK OT.HERWL4E A STOP BAN tt'9JJ SHALL BE •PRO11r1Ei} AT TOP OF SUCH PANELS, {s), IF END PANELS ARE C3NNECT"c0 TO BOTTOM TRACK" CONNECTION SHALI, CONSIST Of 1/4'0-204/4' M,S. W/ 7/$^pleal3Z" WING NUT OR 1/4'0.3/4" Min. NUMBSCREW INTO TAPPED BOTTOM TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL (4)IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK (im. A STOP EAR IS ONLY USED AT TOPj AT LEAST Iwo PANELS SHALL RE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3j ABOVE. IN SUCH CASE: CONNECTION OF PANELS TO BOTTOM TRACK t4AY OCCUR AT ANY PANEL LOCATION,. t INSTALLATIONS ONLY VALID FOR KIND SPEED UP TO 170 n.o.h, atENGINEERING Pine 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels s EF[[INEERIN3 EXPRESSO PRODUCT EVALUATi13N REPORT No 33°k increase in allowable stress has been used In the design of this product. Separation from glazing Is not required for Inslailations.oulside of wind zone 4 and essential laaftes. 'September 15, 2020 Impact Resistance: Application Number. 17869.1 -R2 EX Protect Number. 20-31543 Large Impact Resistance has been demonstrated as evidenced In previously Rated lostTeport(s), and is accounted for in the engineering design of this product. Product Manufacturer, Ali American Shutters and Glass MartufaOLurar Address- 1540 Donna Road Wind Load Resistance West Palm Beach. FL 33409 This product has been designed to resist wind loads as indicated in the span schadulets)-on the respective Product Evaluation Document (r.e. engineering drawing), Product Name -& Description: 24ga Galvanized Steel Storm Panels Large Missile impact Resistant Installation This product shall be installed in Banat compliance with its respective Product Evaluation Document(I,o, enginearingdrawing) along With all components noted therein, Scope of Evaluation; product components shall be of the material specified In that product's respective Product Evaluation This Product Evaluation Report is being issued in accordance with the requirements of the Florida Document (i.e. engineering drawing). -n Professional Regulation Florida Building Commission Rule Cha er Depattmetd,ol Business and P ess eg ( ng ) pt 6TG204.005, F.A.C, for statewide acceptance per Method I (tt). The product noted above has been limitations & Conditions of Use: tested andlarevalueted as summarized herein to show compliance with the Florida Buiidirig Code Sev,enth Edition (2020) and is, for the purpose intended, at hest equivalent to that required by the Code. e f ' u shall be strict accordance with arespectiveparoduct Evaluation Document I. - lh o this productin nd ce wl the P Gon ( e Pia -evaluation of this product shall be required following pertinent Florida Building Code modifications or engineering drawing) as noted herein revisions, All supporting host structuresshelfbe designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule, -Host structure conditions which are not accounted rot StlbsfaMltiai n Data: In this product's respective anchor schedule shall be designed for on a site-spedlic basis by a registered piofesslonat engineer. . PRODUCT EVALUATION: DOCUMENTS Ail components which are permanently installed shall be protected against corrosion, contadiinatibn, and . EX drawing #20.31643 titled "24ga Galvanized Steel Storm Panels (HVHZ b. Non-HVHZ)`,sheets 1-5, other such damage at all times, Prepafed fivEnglneering Express, signed & sealed by Frank Bennardo, P.E. Is an integral part of this This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ), Evaluation Report. . TESTREPORTS Restiectt^uily. Uollorm stafic structural performance has been tested in accordance with TAB 202 test standards par last report(s) #BT-ASG-17-001 by Blackwater Testing, Ina - Large missile impact resistance and cyclic. loading performance has been tested In accordance with TAS ^. . 101 and TAS203 test standards per lost report(s) #BT-ASG-17-001 by Blackwater Testing, Inc. STRUCTURAL. ENGINEERING CALCULATIONS -� Structural a insarin9 calculations have been prepared which evaluate theproduct based on % .. comparallveand/or ragerrelone" to_qualify the .foibwirg design coterie: 1. Maximum Allowable Spans 2. Minimum Allowable Spans PE f'NGI 3. Minimum Glass Separation ERRINGl3enrorE ENGINEERING 4. Anchor Spacing #PE0046549 J Cer1. Auth. 9885 160 SW 121" AVENUE SUITE 106, DEERFIELO .BEACH{ FLORIDA 33442 160 SW 12" AVENUB SUITE 106, DEEPI' ELD BEACH, FLORtOA 3344.2 (954)354-066D 1 (866) 396-9999 (954) 354-0660 1 (866) 396-9999 TEA140E"OtNEEf1INGEXPRESS,COM TEAM@ ENGI NE ERIN GENPRE5S, CDM ENGINEFRINGEXPRES&,COM ENGINEERINGEXPRESS,CPM - . n,x C%Et=Eft F y ..'rtx111� :- 2uev yR tVn4 tp+! 7J.1 ['�4- tl o-Ti b n� ri •a a J. s 6>;v :A ...1•P4_ 4 , _✓ttivsW 1 r �' r�x 1 A.- u 7- - a w Ir A+i I wti'Et F_� P , x rc aalPi.r �• al Ln 3 r � LS �r 1 Y1 1 ,W Err. :s ,=.n•-. r u. t LI n 1 Yia 1 a'• R t1 S' 4 4 A l 1A90 N .crcUv: r_ N N i -]krn: - i:- rot AT-6pbppUi E ! asl❑Ns t�uNraw MI ff 'Il H-,ll nk +❑ Axs r a - - - f 6 d1 - 1 l � � : I , 011. heel IJ4hL 'tDC _ 7Ni .: �rg511 r SIJy'rh } 1113111 11 2 f• e N L_�. _�LI.".1F e CO- '+9 IIJ=9 Uli LI 111 0.YC 0- 1 ='f'• �K Ff� �r'rJ1r'D _- IJ R'aY5 ^❑ Y 'C Y'.:° +Tp=. M f`M'.HT' AF I]rcre 5 m\NrctiON V MA nHV " crldl N H av _:,Fsn"r-ILx,E x r a x-F VFI:L IsiYlt:t _ 1 u t� ,r.IL I[ILLL_' s kztsp L+ G=` rY•.Yri , k•' I C 1s I: :-K Vitale t ., u. i fT a,. L t Y s 6s• , L, a K1 ' h` IEti:RAtikSd M +rAnl GNU I[III N, F^5t ;N^^/la+!lIRIMulNa5x".tHaN k OP09NALTOWBOTTOH:CLOSURE: D3AIL I1111€x.4ID:11IE11IR.-' :I INTO PQURED CONCRETE, CONGRaE BLOCK AND WQQD URUCTOE$ iJ t �[STINO POURED , �'"• L NOREY£ OR �'`'� 4'4 TAPCON REWIRED. 1/4"# iAPGON 1 "`•"'�- ""' If'1x4` HEX HEAti'YEAS. NODO HEADER' p¢¢ "i"'f'' """•,_a.,;,-,�Tix}` HEX MEAD TEtC .,,„,� ANOHOR R IV 0.0. f SCREW 6, i4' ROM REOt11RED -. ? SCREW G„�/A" FROM .."" EDGE OF 1 i id J EDGE OF ,r'< 'C7 (1y 1 F r�2�` f �rlf {� At th,00uit 1%a` MA, r r' pirn, I T I EXI511t1S 1, TOP O�LM''S tNLkN PON FJtlSII EFMAT1CMt` -' 76"# y CihiS p . Ouyr '' f To C AS-S ALUYINL'Y ..POP {{¢ 1 RNET s { RNET a' -0. MAX _,.., +`_„--""-'�` "„� . ''F 0 PANEL LENGTH * ss. arA.T3 W t N PANEL. LENGTH: .. VOL VOL llhSq APqUMB3CRr* 56X" ff' In TO Ot, siF L: f i LID. t vNL y CO. /4A TAPCON ANCHOR - i o Tz o.t, I/4 0 TAPCOI� ( WOOD WEANdDa d12" Ni ,'. CONCRETE BLOCK .�.-Zr'yL _<. REAUIREO .. P REOutRED. WALL MOUNTING WALL _MOUNTING SECTION EZ1 l j aTIVE E2iMl SCALE 3/8=1" SCALE 3/8=1 "' � tGEN * FLORIDA BUILDING (;OBE (Non High Velocity Hurvicone zone) -_ MIN• PANEL LENGTH = a NOTIM ' El,441 zG 24 DAOE GALVANIZED STEEL STORM PANEL ➢RAwN In; INSTALLATj% 'LAUD FOR SMALL BE 2'-fi' 1, ARE ONLYMAX. AIS.D. DESIGN •'*; PRESSURE RATING +/ 40,0 cmf. AND 6`-D' MAx STATE�,- _ L EC0 PANEL LENGTH, GLOBAL PROTECTION PRODUCTS, IG. 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD B1t axreZmD TI- 1XV- e: cwmNE "Rio caN'rANY +� s.w. 3+ sTertT 3(tiv ti SPE YMM wMM-ft 1.t N4 LYI'%E, PL M14 MEMBERS TO BE SOUTHERN PINE No Z, W / SPECIFIC Y''�i'fJ.Y'L*��""""r'N,Ra+`°'dn.a.`°.,i',.•°'i•,Mr prruri (su+}eL�c-»sa nw (as+pea-4yAr 20-175 DENSITY OF 055 OR. EQUAL, tirHiirWa=,9aAFE rMdma67t4 ea M 14V. Ira aIs.Yaw AagE bR'NRNR Na, +sun PX > r ALP iwY,rFD ✓, A Je.-L HIEi tp, CY !4 Ti ALL AMERICAN .SHUTERS AND GLASS 4 a GALVANIZED STEEL STORM PANELS HVHZ &-NON-HVHZ - TOP MOUNT (CONK Tx p :P5'Reci'17)Jel BO7"011 auelr 7t� N (CONTY D •. .Z 2 3N �Ztf 02 3 (CONK TYPE. AS REQb) C ari?'FCJM (.k1UA+ (i$iNN 'd7 Lni�' (SPAN.DELoL'3 , ^. 4ESTRU�(7ON1 'PANELS MAY*aE NCSFEHED AS.hE"'L7 i.,' ''PROU1bEn`rNAT OPTIONAL.Irif-20 SYA fiaLT51L'1ITRtW/SHER CONNECTiNaPLiAN[ ANCHIiI>sA%`US-➢W1flG>Lu`- TIO ytYNGNUTSFA 1tlEE '-S¢ANSAaC1YE`B eELI)+y,£,3R[ICTIClNi . 0VBiLAP5�M 7*11L16PrF APPR4PdATE ANT VERTICAL MOUNT ELEVATION NOTCHED PANELS c . Y N T Ss. - EIFITATiE ALLOWABLE PANEL SPAN & GLASS ## P T N SCHEDULE: SEPARA IO �aC E C 4+ -ff 1d GAU[SE.ANELS MINIMUM 5 PANEL SEPARATION iN UAP i0RA4 FAEFROM GEASS. (IfV1i4 WIND -ZBNEia E55EN17Al rAGAIT7E5}; I ' MAXIMUM' 1 ' ➢FILCH € ALLOWABLE, I PRESSURE '. k t SPAN I1m3Al t 1 1 STALLAti0N51E55 INStAI[Ai1pFI3raRPAYER' N 'rriA 5G ABOVE GRADE -'{MAN Bb ABOVE G' I N sAG'E , i / i3tlA Ni 130PIn 6G6 as a in Oa 16r 2 1G to i 1a o Hi� D TI 3� =d$ r 130 En 5114 tat rick joy-- s,5➢ 7 _ ..._ 2,16In-I _ 1 1 tl5btn' t 7 Beam . 2.35Ah I _ HA 4Y832.1 I &➢9 arc �253 fn + •rS / 39Nfn 4.11 i 2721n i d6,111.36. in 2SCIh: �IT> a7L10 6.33 to 35s In IS USE➢ IN a EXTRUSIONS ). USE 5;25' BLE VALi}f5 POP, OtNG BUILD OUT , FEN LOADS I6 T HIGHER LOAD. MAXIMUM ALLOWABLE s_ v Funk ?r [DESIGN PRESSURES; n6r� x `a .F IY rL SAS NOTED IN DESIGN DESIGN NOTES., 1, SCHEDULES 16-I�41TUjII55VEANO NEGA31VE OESSDN pRESSUREpp$,C,ALCULATED SQRARATEENGiNME TH Ndlfl CCORDANOGEINITMTHr: GI�yf, NG 0 pp P.� ,SGtUJ E.RfbbULRENBNrSp 4ErE0.ED4kCRESAMCE NI[iH.ASCE7 AMD CHARYEA xb49.OF THE FLORTOA IGIXD1NG,CODE`SHA1.1 BELFS'STA9T4 OR E4U E POS1T11FE OR`(I�c?AT[Vl: DisSIGN P,RESSU CAPADItt VA1UE5 f]SrEJI. HEAELN pOR ANY ASSEMBLY AS S1fOWN, GENERAL NOTES:. 1ffi. .ALT 95, AD' 1T30 9 DR aY MA ICnl6 TCi ]9 a(yta EEiY M NIS g - FEROt .ARE NOTEO,gli PERHLT'r❑-IIiVAII❑ATE CERT]F/LATIFJN ,I7. 0ANE15SHA'-EPERMANENTLY if,bELEt1`WtiHA:Mi41MUM OF CI) LABEL E E •3 F 'CO 3 INGT E:F -L' :lO 'PER. V RY A 6Cr._. NTA N O LOYq NCl ri1RMAT N. I N A S ' i E . _H 'ALLA ErtICi H . ERS Y GlAS§- N ANS UTT.... rP. A W.EST,PSEA H• FL ^T 20i,:TA5 2aE: a ttB zb7 ➢�/lsH};FRWAIERWImtlrE'�' fiLrlRroA PRW,I;CT+aPpROVALNUM aEIO " 20=3`3543 VISIT ECALC IDIS1543 . oil �l M, F1R�r '- .FI_I:'1Jl TC'.9 N6n13tl6 NLS4NGE3lPRB6 GOWbiCRE L FmiNA:nIDN J.,FLNNT,'IarDRrS4PE99u[ces _ GLfl T MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT A L: A dnddf : 0` L7 23" 2,d PW; En & "4r' HAdddt ` + NY, 24" 'a5' 22" ad"' a" Ia^ 2H' . EE.. 2 'Irk 8 "IY H.N43r a" D' d" 2.7' 2A" xY' 84" O" 2d` " 31+6&Saw 2O" 23" 23^ I " '3r" 9. 23'• i t. 11" 33"'. O nV AdDIR°fiTandE: 24" 2a" 2d. ^ �" a " 0 SrJ" 3a o 4e^ 2 a• ,0 see 317" 53 25' 25r 3 " Sb" Sr W' 5T 26' 59" Q sa,a. n. 22 " Ir 24" I+' it Is 27 ` 9 .ice 3^ i1P.uMoaaat 24" 24" 2 a^ xr 48' aB^ ter' W' z#'.. ae' -,4» 48° sPP W D 'U' 0" ff S 23` 24 2S aP 24" d' ?A ia' 'P.. kTnwir 24" 24" 24" 3O^ d3" ?TN' 20' Aa' 14" de" ]n'.. 53P Jt D Ara : ZwQ 23" Zr 26" It" 3T 31" if'- 3T. 23' i "D°TA ACT{ 2b 2G 29' S3^ Ss }^ 33" 29" 53.' 3:t". ... 1 .::i rr mrmrA�>F WI HERE ME PANS OYfN AR IWHalMA rLw rm Luramx LL 4N4,4&E saNEa. aaNc r�s SPANS d Awm' A' ATi d6 ! M'"n. NN6 a, '>�'cax Y. RfJi BN nmJm e s s Hance ra,rew <N-rows daDvl` W F am H 4Nh &.-.ND tiiCPARn O: CAOM iS iR6❑ w EN. ' EL EN9Tis E6 Sm TEq AN T EG P9R n I sLAs> iaN a fiA m Nor K�q FECiP41II1VE rtlWNirNC. apa•+9iNA'rDN A69V6" 1. 9ti# RE5 RE SPS:D R1k 6UF V/ gNI&SN iA�.E FA❑Yo "NrtIIRE SIRE tiG5URE5 AN5 NDr u $G eaJ, .N Mn N17M S3UT 1G 3nA 3 ETA ' L"�❑ 9va.o NHUNTLN>4'N+9(TFDNS. AE➢b E0 SEPARA1ItJ1i FRp?+GLA55 CS Pr.R U i4 .. 4, :AD+.'_ APDLtEs m6rsn+sz$e �LFIY DR ntFHFVF'i'ilni' aDLtS} 4Np 2dge vNtH5, a ¢DTYi J1++I YANe . AiTENERS 3 +}A Z a F16 MAY IPA 36^ `milli f1SX " T.. DPn Ofi 90:YWlLxDS AH N H No lira litQ iNF Al'iti. VAR ti' r tlFswNG aPER 9ETAIL ,Ri:iU:':Y4aHV tIG /ANOrTr rv6ri➢mr rN S.E�Rc44WlN6; 11 �^ f a 1 A NACy{NEEFW W E i a } rb, 4A 't13Q fV SNEA6P .-. k'7 u .r W}NiaR�P?p dOL r , - G E%TALSSt3N AL11n Nr GLASS SEPARATION NOTES: jr IS:"`r tiAnETd 14 ENTER SPAN SCHEDULE WITH POSITIVE DESIGN WAD TO DETiB014INE MINIM TION FROM THE OPENING TO BE PROiE:TED: - t[drNlcara LasuNp yy C. 4 KMIrET3U0LE iSR EQuA IR'DFO USA WITH POSIIIVE LOADS ONLY, EanawuNr INTERPOLAT1ON: BETWEEN -LOADS ISACCEPTABLE, OTHERWISE USE £rrHIGHER I➢ONPIFreeA5 LOAD SDI ErL^E❑. .�"=�e? ' z 3, FOR INSTALLATIONS OOTRMIDP THE HVIRZ AND OUTSIDE ELF ESSENTIAL u FAC1LI"BSIN AStM WIND ZONES' I THROUGH 3, THE GLASS SEPAR0104 a tEN.SURE ANrHous A " + ``t'N°"AlSCHEDULE t➢iMagNdtAWiffiiPWO¢pE.. 15 NOT RIS QUIPED AND NO OINIMUM SEPARATION FROM THE : PRI9TECTEO Di EPMdN'G tiF flA4snaE 8y15TLNG 20�'31543 OPENING ISR UIRED,. 7 L OPTIONAL INTERIOR FASTENING N.T.S. KDLU1WFrIIACAErE awCKGIR S+A7,VEGIWEo-lpNANd.`1❑A L5 waa9 mAnrtNt;.. :. PSFaraN+l TAenMp� E�Ias PANeit :' M OPT EGRESS PANEL DETAIL DETAIL aNTERLOR FASTENING .. .. PAaaesdvtlaNa s i r2.25DY. "I -A D60' ya S4sluV'X YDA 40,750'I' >Q.101n�s 0 094� n _- � � $ w r +01xs S .cs 15'GA iDi Da9d �43 {rc9+ t°r• � -' �- 120':' TYP u:: `NO.iI62"':,. ,,P 06Z° I--.•` � IT m, 'a -::. I � �..�. ;. ' ir35 � .�•�. ,OtO° � �1'>k01' -. � 2ti� '25t7' fir, 2.04Pn..�- �.Z, CAP".� TxP Tb0➢ 1- � 5l160 'N' '-' auNb�❑u� 'rU"H6AbER. q�+iN� .7'iid-Fbfl.C[L50RE. 8, .AND I 3380 MAX ,}j qq P:313 .B1 " R - 1.51 1560"h- 1,56q" �1.510' II' 01365-y ".555 0.376 paprA �S.L 'D:376" I- p D35C" l0O :' �AW, F• l2.50V PANEL COVEI7P,GE� 1 P�P�1i9151 [ Ptt9 ° f�r� 0.196 If 65S' 49B6a. 7 .1q.e75 PANELLENGrti- u u LPG. ,(-0 545 I 4 5 4.150 r,� eCRt'CTi9'N -IF ��A i190 3=1 LOP ,f2 pal ` NAY'66 O OE5" Q.25YI"� lever-psrif t1 ,7Y5' - D 71D n0 7,35' 0 3kf5"' rS aUILb-d1T Y WAL'k. F. Rt 13.OAi7' .' Wt,HERiq 1pNCNUT PSS; - 'v im 2AN1FG A 14 T KE`YNe[E >A'AaiER' ui � _ q3 I P 37f "M [Pi6551' AM IM 0.I9bP Z � o s AUECTr❑F" p� � ^� fl-arson°�.o.iz��•-_n""a�P"RS`Eo � m 2a'F':AN `J F� ACK.iE9jEN0f0 N Ll,•4 .. ty eau... IJ 1•It l,;',I I�t':LII. 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