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HomeMy WebLinkAbout36430 Flats Stt 111T RrTl WWRl% Ill. IT 1'M v T3 LCI CV ts c CT O J 0 I N 3 a LO r— LO L0 V 0 0 J to N 0 N in O Cn 0 3 F� a N N a E 2 0 O c In 0 i .o c 0 (c J t� N N 0 0 a N O 0 0 a w m � � �1 - � - l MAN 9 MIA AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or RA Return Air ABV or Abv. Above FLR or Fir. Floor RAO or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALTorALT. Altemate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet READ or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BILK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int, Interior SW or S.W. Shear Wall COMP or Comp. Compressor KM/ALL or KlWall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Latin. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WOW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V. P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or WA. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or MM. HDR Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-08-15 2.0 FRAME-WAL REVISIONS 12-22-16 3.0 Al B1 ELEV. REVISIONS 01-04-18 4.0 2017 FBC UPDATES 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. 03-29-18 5.1 UPDATED PER CITY COMMENTS 08-23-19 5.2 ENG. REVIEW FOR 150-C MPH 12-19-20 6.0 FBC 2020 CODE UPDATE 11-29-21 7.0 ADDED ELEV KLM PER C.M. ImENN/�R�� 2575 Al B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4.1 FIRST FLOOR ELECTRICAL PLAN 4.2 SECOND FLOOR ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7.1 FLOOR/ROOF FRAMING PLAN 7.2 ROOF FRAMING PLAN 8 LINTEL PLAN SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 DETAILS & SECTIONS D2 DETAILS & SECTIONS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. cV co Cv 0 o. d a a4 ELo Q o . u C A V CV — c �LLa R O w N O � Q •dr !V � d ��a 3 M .. �odd� o._ u m �oc•�= T c g o 0 �y v CD CD i� 0 f� 04 1 Irk Q M CV C=1 CV 00 0 CEE//JJJI ` Jo I To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W v EEp a O N U � a N m# Q •� aD N f» to I-- :k LL LLi u, w M �Mv Q � LL w a_ a a �[ t7 CCU: J Z Z 0 L C ao W `°Sr� m o W ��T m d w 20 N Z LL �n N c ) 2 U to F- Q LUIL Vi1 0 Hai I' ❑ W z N O Z � O � � z J 13 N z u- t� a--+ t'LS w W ij— w U')ro c U w � E z� = L U 05 c 00 Y N � e o w M J w o Z Z LL w� -gp " Zo Sry �U i Z0 oa rod ;o Z E �� z °Z W Q)t n' a W, m� cn C� �E a�Z o� Z m J yo aw Zz $ 3 go W O 0¢ w g a w I � Ln ' 0 J wa 0 ;o Illlllllll� ch `r 0 a F 00 3 y O Y, LO rn Q 0 co LO n Y I— � Y 'Q)` r ,- C m m L � ' ^ / ¢I 0 O '� O o LO Lf CNI CN Q I r COoo tj Q o z M Z c y E T c a U Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. C S TYP @ 2 STORY J S6 H.B.t (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE 8 I I I I I I I JtGvUp I I I 1 I I Ar 16R I I I I I I 1 2 3 J19 0 456t1i 10 00 FLOOR G.T. 42" SLOPING o 11 = FAMILY ROOM HALF WALL (3)2X4#2SPF _ _ _ 12 - -- -- co Iw ao r = 8'-BCARPET " FLAT CLG. � W/ (3)16d TOENAILS @ - IO �Q FLEX BASE 1 --FLAT C 1 0 1a 0 8'-8" FLAT CLG. cn qO_ S3 0 FLOO G. CARPET IU_ M . c00v - PLUMBING LINE 0 1 Ow _ iv - - TO SECOND u" I z I_J ih o x ALL 5-SH 50 FLOOR I I - �- 12" DEEP -_-____---- ------------�----- in L 2068 B.F. HDR AT T-4' I r 16' 4g" 1 3'-8" T-8" T-6" -I io 6-0" 4'-2" ih I d dr S6 (3) 2X4 #2 SPF W/ I FOYER B o _ TYP 2 STORY (3)16d TOENAILS @ @ BASE �01 OI O CO 8'-8" FLAT CLG. I 3O O 0 01 TILE T LL u_ LL (3) 2X4 #2SPF WI 9 AV 17- (3) 2X4 #2 SPF W/ CC (3)16d TOENAILS c" v N (3)16d TOENAILS S3 @BASE N " @BASE O F-------- - - - D o 2'-6" BUILDER TO PROVIDE j S3 I I zo O o DINING ROOM WHEN REQUIREDAPPLIANCE I I ' ENTRY I I I PATIO � 8 -8" FLAT CA PET LG I I I 8 8' A FT CLG. 2 CAR GARAGE I I I I I I - 8'-8" FLAT CLG. AFF I I I I I 4'-0" 6-2" 6'-6" 4'-10" 20'-6" I I I I o I I 1 I 10 Io n I I I - - - - - - - - - -� I EDGE OF SLAB 2" 7I BEYOND WALL b� I I I I Q I= c io 0 -------------J IoI I O I I ul C., _ cc I L - J S3 I I IO Io^ I I Io A co 3 [ KITCHEN I 11 --�� 8'-8" FLAT CLG. TILE H1lit I I I I I I - 2 868 4'-8" fD I 12,-8" I I I CO I I I ( .. 1 .. z, -- REF. 2668 B.F. 2x6 WALL I K I � 24 _ OPT. L""- PANTRY - - VERIFY LOCATION L---___-__-__ --` --"` 16" DEEP _ S3 ELECTRICAL PANELpol N iv 5-SH - iv (kP@ 2 STORY VERIFY METER LOCATION WITH BUILDER In in K��l•l� HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 i S.H. 13 20X381 184X37J S.H. 14 20 X 501 18 } X 50 S.H. 15 20 X 63 18 J X 62 J S.H. 16 20 X 72 18 4 X 71 J S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 11-13 271/4X38J 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37JX26 364X251/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 J X 50 i 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 112 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 i 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 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-Al SCALE: Y4'=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position, 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SIN SHEET H SEE SIN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1491 AREA LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 INSULATION REQ. LOCATION R-VALU E / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED s+7 N O co sv aD 'n W �• i t 0 . - c W o _ CO) O lV N O Q.°3c�Y as CJ = ec •ar �; d N C a E � o a � 0 N 0 N 00 0 - b To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q v E In N '� N N Of N v J O _dc� w :3 L0 a J LL; ii y 0z z 0. o sma 0 ❑ Lu o m W W 0 Cn d (n rn rn J Z W M Z �IL N !( F= O U ❑❑❑ z Z W � R z N z � � (D < s� N N - z v�o 1 ' u_ UM O w s IN c Y UO C) W J F- - E 1 �® L c � O w M M ¢ � � m Z Q aE LJ_ a p =o �� wLL z® cc E- r0 CL g o X U 00 Z OE a��z o ¢o Q z d L ao �� w� � Ca U N h� mtt Oiy z� z m J ¢m gZ C/5 3 01 g o W LLa m = o wa H V ozlaIX 'o a o 3 J LaO Ln Ln iu a 0 N Fes- O co T Ln ram-- � r Y .- U) im m Ln T W ¢I cn O � O M 04 LIB CV Q (0 oo r E c O M M Z f0 Z � E T � c U 0 a :: c Q n. Q O JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 1.1 3 v Q LO ri N L0 0 q 0 I N 53 a r- N LO v 0 O 0 I 311 N L0 u7 Iu 3 Q N N 0 E N `v c J Ef 0 0 c U i 'o D- 0 J EZ N N M d v 0 0 a N N M 0 W a v rn REFER TO SHEET (ST) FOR MORE INFORMATION J S6 TYP @ 2 STORY 10 rc to Lu °P ROOF G.T. 14 1 rr O T 6 " w 15 H3 D2 16 OWNERS R.A.G. 4'• V-0" FLAT CLG. in 3, II ,-St CAR51�1,. -10„ DRYER ENT THROUG ROOF 2868 a. W 00 LL M W I o �_ �I LAUN. I o '-0"FLAT CL *- TILE TIP to iD 0. BATH 0° EXT. WALL 2468 8' FLAT CLG 2868 TO BE 2x4 #2 TILE S@ NSON -BOX 16" O.CUD 36" A.F.F. I HU C7 U.N.O. 4'-0" 5'-10" o t 6'-1 01, A IQ ryr�' FIBERp GLA ro TB , SURROUN R&S EL ti 60"X36" M W Z co SHOWER �p Z 1 T- 0 00 00 Aq II � I I = III= I II II ' I I � ihN II T II II II LOFT u 8'-0" FLAT CLG. CARPET I I 1 m - �I 3�-`c� IX u I ATTIC ��� I L9ceESS UIiD N I -' 1 J N 4068 B.F. _ S600 00 00 TYP @ 2 STC RY N 40�-o' 6'-52"2'-4"4'-22�OT-1021113'-0" 5-52 -1 - - - -o - - -ITB �1 1 rn -1 ROOF G.T. - °al 1 °a 8'-0" FLAT CLG. cr I I W.I.C. I TILE 18'-0" FLAT CL . I TIP B -DROOM 4 I I TYP @ 2 STORY 8'-0" FLAT CLG. 1 1 CARPET I I J b FIBERGL S U R R 0 L R&S EGRESS 25 SHO 6 H1 D2 16 15 14 13 12 11 10 9 r- f PLYWOOD @ 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD @ 16" O.C. REFER TO SHEET (ST) FOR MORE INFORMATION M 1.7 ! " a I W 0 CC x I¢ N v H2 4 D2 BEDROOM 2 8'-0" FLAT CLG. CARPET OCl) uJ 13'-7;" W 7.1 I SIM. W/ I 3.5" x 5.25" PL 1.8 E FB = 2900 3 I D2 I I I -------E� N_ _ _ _ _ _ _ _ _ _ _ 4068 B.F. o N OP WLO N O W `� 6 H2 D2 BEDROOM 3 8'-0" FLAT CLG. CARPET �4 cD 38'-0" 39'-0" TYP @ CORNERS D2 U.N.O. STAIR CALCULATIONS: TOTAL RISE = 10'•0 3l4" (16) RISERS AT 7 9/16" 10" TREADS col 1" NOSING Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R32 and R302.7. 2x6 BEAM Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by SLOPED CEILING more than 3/8 inch. TO MAINTAIN T-5" Tread depth: HEADER HEIGHT I The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the \ vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The W greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. U Winders: 2x8 #2 SYP JOISTS @ LANDING I Z Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the @ 16" O.C. w/ SIM PSC N A35 ¢ foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread CLIP OR LUS26 HANGER TO LU depth of not less than 6 inches at any point within the clear width of the stair. LEDGER I o Nosings: 2x12 HDR. w/ (3) 2x S DS AT Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than EA. END FOR BE I = 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing STANDARD (3) 2X12 I r; projection by more than 3/8 inch within a stairway. 8 STRINGERS W/ SIMPSON A35 Handralls: CLIP TO HDR. I Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more 7 risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be 6 1 x TREADS (TYP.) I continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly A above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety CONT. I terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the 5 HANDRAIL handrails. 4� I Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 1114 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. 3 Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, 2 that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, 1 porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have THRUST BLOCK SECURED TO openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in SLAB w/ 1/4"X3 1/2" TAPCONS diameter. @ 16" O.C. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. tiN r•IN CONT. HANDRAIL RETURN TO_ WALL DETAIL A. SCALE: NTS SEE PLAN FOR LANDING DEPTH PLY SHEATHING OVER LANDING ATTACHED PER MIN. (3) 2x STUDS REQ'D77 GENERAL FLOOR @ END OF LANDING CONSTRUCTION NOTES BELOW HDR. BEAM. = 2x8 #2 SYP JOISTS @ LANDING ° @ 16"O.C. w/ SIMPSON A35/USP STANDARD 3 2x12 () 3 MP34 OR LUS26 HANGER ON STRINGERS w/ z EA. SIDE SIMPSON A35/USP MP34 CLIP TO Z MASONRY OR WOOD WALL, FLOOR SYSTEM OR Er SEE PLAN LANDING FRAMING o 2x8 #2 SYP (P.T. IF MASONRY 2x HDR. Z a WALL) CONTINUOUS LEDGER REQ'D @ END OF w w/ (3) 16d NAILS @ 16" O.C. MAX. LANDING FOR N TO EA. STUD. ((2) 1/4"X3 1/2" STRINGERS TO TITENS @ 16" O.C. MAX. FOR CONNECT TO MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 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 OH7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 251 S.H. 13 20X381 184X37J S.H. 14 20X501 184X50 S.H. 15 20X63 184X624 S.H. 16 20X72 18JX71} S.H. 1 H2 271 /4 X 26 26 X 25 J S.H. 11­13 271/4X38J 26x371 S.H. 1H4 27JX50i 26x50 S.H. 11-15 27JX63 26X621/2 S.H. 1H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 4 X 25 112 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 } S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 } X 62 } S.H. 36 54 X 72 52 4 X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 141 C-145C RFV 10.1.20 CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. 9'-0" 2x4 SYP #1 16" O.C. *�>9'-0" SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C' THIS /S ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH **WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** SECOND FLOOR PLAN General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable Window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET =W140MPHJ6" NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" FIAREA RST FLOOR LIVING 1093 SECOND FLOOR LIVING 1491 AREA LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED - EXT FRAME 2 x 6 R-19 KRAFT FACED ELEV-Al CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 1/ GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: J4rr=1 }-On (GARAGE / LIVING) e+7 0 N o - a� =6 o c co c� N = eo o -o 4 N � Y 3 °7 CDE - c � 3 � 3 �- � .°i v m dc roc•= s. In CL E c.c o a � w M 0 CV 0 0 y •', STAi it . JJ •. /t, 1. t^G fR �V `` �q 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. rA Q •C� E S O O 8 N r J W w� -0 LL LU airNiva a- Wa Y Z��°' J_JLL z Z?o� L A g _ 0 ° Co ILN Cl) Z N F Z OU W Z N � Z Q J � z a W 8 G)LnGIN 0 w s Ly N U w M - Q Z LL- 0- E U coo g z �s 2 oa H n7 o E �o oa a� 0o °a &Z Z C.0 ro H <Q �Z Cn ro ¢ o m O Z�zZ 5 J ¢ aW �z 3 0, LL go a W W 9• m �a �_ N �= J �5 �O wa Z, a 3 �O J LO `0 N m N �� a � O M (a T- LO J 1� ++ T U V) o 2 N m m LO r 4-d U) I LO ca ELch O C3 CD Lid LL'� 04 N Q 1 op r- 6 E c M M o Z M Z E T N d a. 0 -1 a o C JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 1.2 3 3 a Ln LO N m r,[7 Ln J CEO N O N Q N LO In O O J 0 I N L0 C 0 O 3 a r� a r a s H E 0 S 0 v 0 i 0 0 0 J N ti N N 00 M r� 0 a K] N N Go M N 0 W C a m 0 KITCHEN ISLAND VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / U) w MEDICINE CABINET 00 U- U O > CV co M M M PANTRY co 00 HOOD -LUU] L] 0 c� 0 OPT. REF. ILL=A M 0 RANGE LLL KITCHEN 0 O 50 MIRROR c 0 0 0 0 OWNERS BATH 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER O CV FIN. FLR. MIRROR C 50 BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN ROD TUB OR SHWR. TOWEL BAR a ON BATHROOM WALL f' SHWR. o 0 VALVES - w -- 00 = t SOAP io CO O - 00 o DISH v LO 1 O O o `t co M O co TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY 0 i" KITCHEN INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" 42" H UPPER CABINETS 36" H UPPER CABINETS -- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED COUNTER TOP CABINETS - 30 H BASE 0 00 LO ii- ' 0 2X >. LO 00 FRAMING T M CD 1/2" GYP CI? BOARD — FIN. SHELVING 1 1-2" CABINETS - 'N I M I I I I O N I I N I II II N SOLE PLATE - ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 M N c � a� o Q 'y -ONt y O O f0 Q r N ]G �d 61 CC v'3 m L � C O y Q- � O ca. t9 w N O N 00 O M O `�eeeeeac9r.:zaB LE t. �No PEi / Z/ - i;.. A • TAT.: ^ t-% F ♦° L�n '• ., - tip. I�t���rlseee� To the best of the Engineet'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. f o E 9 N N V �yY LL a: Lu U)c+Niv� LL d a Q Jzig a ll. Z 0 L0 C Cn O cc OR�. '� N (o co W Q W = J Z N Ih Z U(0 H Z 00 ❑❑❑ W z � Z n Q d � N M V),�_L z �� CL Cn V � V O—� W s t/1 � w _ E L z r„ 'SS of Q Y �w s cD QD M z aZZz u zo wo¢Eo oC a � ® oa 0 o uo o o� z o rZ _t <omm =F z m� J NU m<z a ° �z 8 5oo d W o 3 c> wLL ch a r v zl< 0 3 �C:) J In LO m W H L/� O c cV j LO TT LO J Y T Cr r E m m LO T� lCa M O 0 LO Lid N Q N Q It 00 -- E c M M 0 co t y m d E U Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 2 CM n LO N LO v cR� S 0 0 I N a LO r` N tLn L Cr N 311 0 J 0 t M 1 0 Cr C 3 Ic Q N N i� E E 2 O a� 0 O O a 0 0 0 J N Li N N 0 0 a N O M v 0 W 4 m v m v N 0o SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS —,,, 12 5" 12 Z:::::�5 F4 INA C WEEP •/ ISHUTTER — EXTERIOR PLASTER •SMOOTH1 iL TH FRAME I 11 11 11 11 11 11 TEXTURED LU •• FLASHING LU D - T.O.M. �f7 -IN=ni TEXTURED • FIN FLR .1 1 • � r r••- 1•' T.O.P.------- �HDRHGT. 2nd FIN. T.O.M. HDRHGT- _---- FINFLR FIBERGLASS SHINGLE 1•Ie'TA 1 1 rM A n MYr SCALE: 1 /4"=1'-0" RIGHT ELEVATION - Al SCALE: 1/4"-,.0" O in 1 DECORATIVE SHUTTER REV. 09.24.21 r O W i t O Q � ae o C A C. r4 40 cm 1 vn. 0 0 LU Co 0 LL 0 02 co 7— LO ca 4-1 , OR: 0 0 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 35-SH 12 5� 12 �5 T.O.P. ---------------------- HDR HGT. ---------------------------------- rjl ----1'-011 CJ CJ CJ 2nd FIN. 6'-0" FLASHING 14'-0" FLR. --------- T.O.M. CJ / WEEP CJ / WEEP ----------------- HDRHG TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 35-SH -------------------------- FIN FLR 5068 SGD REAR ELEVATION — Al 12 12 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS T RIDGE VENT 19 — — — _ T.O.P. ---- HDR HGT. —------------------------------------ ------------------------- ----- —-------------- 1'-0" EXTERIOR PLASTER ON FRAME 25 SH 2nd FIN. CJ CJ FLR. — — — — T.O.M. CJ / WEEP 1'-011 -- — — I ------HDRHG N 00 2'-0" TEXTURED o - °p co ZCEMENTITIOUS co FINISH ON C.M.U. ~ (TYP.) FIN FLR LEFT ELEVATION — Al SCALE: 1 /4"=1'-0" a REV. 09.24.21 N O N t� c �o = i t p 1s o cc m K 0- N_ Cc = — N -= R O to Co N Y N d d Ca- +�+ d O 'Gr Q OG v ; ` is u d c Go c E O d v a- 0 M O N co 0 0 aL f"rt r der'• ?3• Sir -TE s C To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W Q O N N m C.40 5 O C OD d) NC14iv z5� LL a a C J z a Y Ur' LL S LL _ � Z °' O Z C o �1g_ M 19 W o r°`"o d Lu o z W Z IL w ��9,IL N coZ 0 y~ 0 O U ❑F❑ Z W CD V z N z -- Z np J R 2 � n ul M z o CD - � � cn w V U OW U)Ul c �, c w �-- E m $ c Ci 0 Q w � o z w M ch Z 6 Z a LL E 'aR E � �U wo � ?® oa CO ca co Mg oa Uo U z co Z C` ¢z SU mo oLL ZF z m O Q W 2. ow 5z a W o w 1k m �� h? r3 Z< a= 3 �O J LID 1 O m fT rM .� � cM W Fes— L— O c T c C j Y Cr r T � Q0 4— Lr) I CIO LL M O 0 CD Liz Lt') N CV Q oo T— r E .4` Q M j o Z E r N 2 a U d Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 3.2 3 T3 r- LO N In ID Q 0 0 1 N Q rn t— N L0 I° 0 J 0 I N In L0 L fn y 0 3 FV- Q N N G. E S `o H N 0 0 0 i a 0 0 0 J d t� N N M 0 0 a N O 0 M 0 W ) 2" *NOTE: VARIES 11 CAP CAP iv iv FOAM TO BE USED 1" RADIUS 2" 1" 00 CO WHEN ONLY RED BY REQU COMMUNITY SPECS. IF NOT, DETAIL TO BE ^ 1" 2" OPENING VARIES 2" �� �N - N 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS V-5 " a io BUILT W/ STUCCO. 1/2" RADIUS 1" V N EDGE OF 1" 4" VARIES M� �N 1'-0" r" Cl) OPENING _ VARIES 1'4" N o 2"' 2 VARIES 1-4 M 12" VARIES ^T 1 1/2" RADIUS 4" 34~" 4"�-- 2 N _ s 2 1/2" RADIUS u� CMIo ^OD riiv OE VARIES 1" 2 32" 11 32 Li BASE (0 N BASE 3" 2" 2' v 1" 1" „ a„ 4 4 4 N *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN toEi( REQUIRED BY7 COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" �_ = 7P 1" 1'4" 1" r� DETAIL TO BE'� 2, 2 io BUILT W/ STUCCO. 2a EDGE OF OPENING=--p • 0 1-1/2" THICK 1-1/2" THICK CV 24" 10" 6 L jl�l N s to : 4" z2" N 4" 3,� 6" 2" 2" iv w in W _ > > 1-1/2" THICK 3' 24" ^c%S _ 51" 2'-4 1,-5„ 5� 1 �„ 3„ � ZD 511. 4 sIN a" 1" i2" VARIES VARIES 21 L N w 22" Q c'r1 r • VARIES VARIES 4" 8„ 1" 32% ��1 Q`� •- r- 00 iv N. � Ft ^, n^ 6" 4" s N KEYSTONE F11 b OPTIONAL KEYSTONE F11 OPTIONAL CO ' Rsn `C 2 111 44, ;� [ZR4JJ---, a. 3�n L3" I " 2 4" GARAGE DR. OPENING 4" 4 4" WINDOW OPENING 4" NOTE: • INSTALL OVER STONE, TYP. 41 VARIES Mee • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 01 • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14 1 -61 14 12 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED " 1' 1 5 " 3'-8" 7 _ LC 1 " 3'-0" 4" 10" 1'4" 101, - r iv � co 00 iD N e 1 CV W 1 _ 04 1" o T N e� raw00O IN, 1 " Rr0, _ 11,E z N - 0 GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH c 0 no =0 UJ o e' cam•+ N► R G L N -O G i � u •3 A l0 Q) J N �• v eo �. c E ea O -•' U O- t2 M O N O ,f�S7Sii94,di o ,I� LI •', r,•E 1\1 c ✓ �, e C) w •!7 No Pr_ i 0 1 �• STA i E OF CIJ� '. o �. A, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v EE S N Q O N 6 N(p� N -, V O C .9 J � � 0 ;-w %", NM0� rL LL LU a a a � LL a Y LL z C Z C g o o' O K z W00 H N 1,)Z0 yLL a d U ❑❑❑ Z W z Q � J N -- m Z u- Ur �-1 s w � � a U 0 w $ t/1 c � N u c LJJ J � E L 8 c 4' Q Y 0 N is o Jz W c, M w a �. z LJL cc E w o �� o > R R i= 8 w a o a I--- C' _ �Qo o o� Z�E coo rp i— Qz o w Z a w =3 c mf 0 oz z m � J 'm a w z 8 `8 a oLL 3° aZ W <o �= NLL =3 o w w� WI5 ;o a of 05 In C rn �--.LO Q 0 I� CD � T c Y � r N M L_ m L LO N 0) LO LL .0M N � I.C) CN Q d p r E .c M M C) Z z E T y `m c c a U 0 JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. F1 3 •v a n N Q 0 9 I N a r- N L0 0 C W O 0 J co N 0 LO tP C C/ CP 3 H a N N77 i1 E E c i v y 0 a c O pU J d LZ N N M 0 0 a M N N Co M d 0 W v N ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerfine above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PEPV- DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 4�3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) l0 PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR ® SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL i DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER MAIN 0 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.----_ INTERSYSTEM BONDING #14 to lights & outlets 912 to appliances and GFI #10towH #8 to Range #6 to HVAC 200=4/0 in 2" Conduit 4 Bare Cu Ground TERMINATION PER � WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. (99 DISC. WP GFI .. 161 WP GFI Tr j I I I I I 1 I l TO LIGHT 1 I I I I I I AND SWITCH I ^— — -- ABOVE ROUGH -IN FOR I - _ OPT. CLG. FAN/ I LIGHT PRE -WIRE FAMILY ROOMS F' ----- 12 - I DR. �LE'x 19 ROUGH -IN FOR I OPT. CLG. FAN/ ` \ I LIGHT PRE -WIRED - I WP db ------------ —�---- 'DB FOYER---*, I I 3 W.H. I @11 \ / A.F.F. ' PENDANT AS \PER SPECS CH O F I I I DININ���Nf I I I 0 2 CAR GARAGE i:o I I I I I I GFI @ 44" I I I GAR. I I I I I A.F.F. DOOR I I I I GFjI j n GFI rl' LIC — _ — L_L - GFI I I 01 -- --- GFI ^...�' :__' - I- - -- KITCHE i� - REF. PT. [-2--- L----- F-Fl GFI GFI - VERIFY LOCATION - - ELECTRICAL PANEL IRRI ATION I GFIrtA.F.F.------- DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS VERIFY METER LOCATION V WP GFI H.B. WITH BUILDER 15'-0" "N PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ENTRY FIRST FLOOR ELECTRICAL PLAN — ELEV—Al SCALE: %4'=1'-0" o a� 0 C W t Q aC- Co _ R m C-4 N_ (a ® - N as d m _ m o a A ly CJ d to 7. c cc tJl fl- c E eo 0 o- 0 17 CV C7 04 00 0 L£yt .�°•� ♦ ••No PE73750• ' ' STATZ6F �i010 \'•sf th�ls t`oev 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. N F 8E S� Q p 0 8 N 0 2 In N L.LLQ '5 IJL M U)M0 LL a w a - Q U.LL a U. Z C 13 L cco_ O ❑ i '5Z m Lu raNCO J a ' ILW oo 6 EJ 0 Lu Z N l� Z U (1 F=- u' OU 000 Z W c� M Z N C, o z Z o Q J d c� o ll (D ' �„tITTIIVVVCCC W -.6 n m V O- p�p W p ((YVV N c to � W J Rig, 0 o N • � � N w ssQ o JZ w co M J m 2 Z g E o += V - a wLL z <a z® o n t6 I— ro a� � g w¢ � o pa °, a Z coo � az o wZ Ww C�= ❑ ¢ o�Z m O ttZ ¢ tl ¢w 8 a gZ 8 W`n �3 m � <o Dw tz z J �I� Mj a `r z a 3 2O 0 = ` J U LO m Q 0 A`) co1� T _\ '/� U v, W m LJ r � o M O Lill -� L L0 M N 04 d ap c0 r 00 C) M � O o Z t0 Z to E r a E ci 0 ¢ o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 4.1 3 v E3 r- 9 N LO c� B cr� O I CD N 25 LO r- N L0 L C 0 O J 0 I N 1 L0 Crt 3 fV.. a N7 O E FN O N d t� 0 0 .a i 0 v O J Ci ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER NEMA 1 150 AMP/ 200 AMP #14 to lights & outlets #12 to appliances and GFI #10 to WH #8 to Range #6 to HVAC METER II MAIN V s0410 200=4/0 In 2" Conduit 200 amp 150 amp UNDERGROUND sconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above OFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2"AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET I es FTF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN rOr EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 1-0 PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER Ja ELECTRIC PANEL _M,=1. DISCONNECT SWITCH ��19 J ROUGH -IN FOR OPT. CEILING FAN G CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT RECEPT. FOR ALARM SYSTEM — I I I I I I I I I I �I SECOND FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: %4'=V-0" e" N of "O r > W o t>. a� C-1:1, Q � y ago X m =� E "r s y o=4 ae 3 0 w 7 � Vf d' C Rs O a� M N 0 N o o_ M 0 P-. '7' ' a j'�i35F��e1•i To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. tlJ W E a �8C'4 co $ N r 0 o LLu � LL C"! 0 N LL a a Z M LL —� 130 5a� z 5 o Z L�o� 0� to Q 5-aNco Z LO Z LLW co 0 IL J0W O F 13 N o ❑oo Z Z W Z N Z a � V) z col cn Q A U g c � N � N U „ E t 8 U o Y Q U9 • N W o JZ< w M cl>¢ Z E zo >p Z o Q E C%3 rag �o o� ZQ0E°�� f0 d a o Wz �w .) to a ao < mz zr Z m J om <z z $ WoLL of go az W O 3 0 �Z 1 co J o J Y w �o v � a M o3 2O 0 = LO �.► I rn Q cl- F— 0 C J � c V =3 LO T L0 T W m L- / T ; V) 0 Lch L 0 M N L0 N Q "'It o_ T E E M Ch 0 Z m Z � E T `m C a U 4 to JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 4.2 3 Q LO N rn LO v O J 0 rh N Ln cn .S J N O rn 0 O� 3 H Q M O E t� E O S `v c IL O 0 •O CL d 0 0 a J as tZ N N 0 O a rM N O 0 W 3 LR ZONE-1 ATTIC SPACE 33 SQ. FT. ROOF PLAN - ELEV-Al I SCALE: 74'=V-0r' Cn N c C o N W r O � O.� O G]- •� � N C A N N d m A G 7► � C .C� c E co o 0 M N O N O CM O rho Fr"73750 , STA'i ON A� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a F E N Q O N w CS m 4, W O OD LL LL ii rn CN LL Wa W � y c•» � W _ a a cLLLL d Y U j� Z Cn O M 103Ott..:« Z @ � gO .-Cr O > m N m . WI . d Z Go 6 um,Z Cl)Z F IL N N u' OU ❑�❑ Z W M C z N z � z � a J n- h N M N z ji f6 w � 0 LLr o �N r (� r— r'n u � zL c 4' Q Y N CD O J W co 13 MO J z 4 LL zp wo YN z® Qp (0 0 � � '0 �Z UO z d 0 wo Mz Z �� C/Drp C a o �� W m o Zz z m .0 h m ¢^ Q W 0Z O 8 3 g So a W w m o� & c w� tyo M v zla a r o 3 O N > Y/ ' ^ Lim^/\\ N r` Q M O c co j T LO J Y T � r U 04 m ri , r Q U) O 4 0) L01 CO tL co O M N ("� L f) CN Q d -- r E E M M O Z M Z 3 N E r y c 11 p .0 U Q O C JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 5 — - _ r r i - n _ _ — _ _ , - - _ _ nn"rws�n. nrr,.r nl--n•_. , , _ I 111 1 1' 1 T H.B.t ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ CPA AC PAD � —i —------- --------- --- —tS3 F N :: co : 5' 4" 16'-3'r TYP @ 2 STORY T ( HVAC CHASE :: BASED ON I -- :: I I � �\ LOCATION 96.07' J S6 ■ ; \ INDICATES FILLED CELL w/ 3000 I PSI CONIC. GROUT FROM FT. TO r BEAM W/ (1) #5 REBAR VERT _ : I ; \ I I . • , , , • , , • , ABOVE SLAB TYP @ ALL PLACES ■ \ \ ` ' I jg ; , I I 5'-4u" I SHOWN HOOKED FfG. DOWELS 5" , 16 EMBED W/ 25" EXT. ABOVE SLAB r 11 t "GRADE 40 STEEL" p N C, lv CJ ; CJ � II GG , orS I •'- PLUMBING LINE I STUB UP TO I TO SECOND I iv ' I I 2ND FLOOR -9" -O'• ' FLOOR -7a' ■ I I A/C FOR .. : '. '.'. ' ::::: : :::::::: _ — — 2r-6e x 7-6" x _ I L_ I ; ■ r W/ (3) #5''S E.W. c 1T-1" I I I TOP OF CONCJ PAVER TO BE 4' ■ 196.07' 4 0 G ; BELOW FIN. FLR. r: = TYP @ 2 J t I I PROVIDE /2" x 9 /i' � SLOPE 2'-6" x 2'-6" x V-0" #5'S E.W. M STORY S6 I I RECESS FOR FRT.W/ DOOR g5.74' (3) ' Ci I o DOWN 1 (2) #5 REBAR I �_ / BUILDER TO PROVIDE CC VERTICALS w/ in 3-1/2" MIN 3000 PSI CONC. I APPLIANCE PROTECTION S3 N &95.74' FILLED CELL = 1/8"A'_O" PROVIDE 1 Y2" SLAB FOR HERNANDO I I ` WHEN REQUIRED PER FBC 2 STORY I I SLOP ( I NLY 02500 I 301 2N NTY SGDRECEREFESS R TO PSI CONIC I L I MASON'S SLOPE SLAB OVER 6 MIL I I L S3 FOR WIDTH VISQUEEN VAPOR I — I BARRIER I I I I I EDGE OF SLAB 2" ■ : I CHASE I I BEYOND WALLTO I KITCHEN ISLANDI ISLAND I SLOPE 1I LOW WALLS = co 4'-0" - Fill - l ----- --- 11 TICJ� o -- N CJ ■:iQii 20,-6 I i L- -JJ = 4" OP - I I .- _ L-----------� J iLkJ1- I S3 r � ,d L illl�z :96:077j I &95.78' ■ • I 6'-0" I I I (2) #5 REBAR r VERTICALS w/ in ES3 ' FILLED CELL I `O r�-�� I 1 �_L 1 2 STORY VERIFY LOCATION �---ftEMIC*tPAftEI----------J I."--- i� . ........... J S6 TYP @ 2 STORY 6'-0" w r Y METER LOCATION BUILDER 5'-0" FOUNDATION PLAN — ELEV—Al SCALE: %4'=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL 8 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 w� CONTROL JOINT DETAIL SCALE: 3/4" = V-0" ,'--#5 CONTINUOUS ,��., . • " r' REINF. SEE FND. FOR •,,C�:;::.'�,ih.' _ QUANTITY ' ', ; •'I :I ; #5 X 25" X 25" CORNER BAR ONE FOR EA. ti HORIZ. REBAR, TYP. U.N.O. "*Alternate: - �•. The reinf. bars shall be - ----ter »- �-.=;:�-y �; �; �� �r. �; �; cont. around corner by cold ,: ` .: ` ` ,: • bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" e+'7 N O N 00 � c 0 d 0- > W f? z_;C, a,- Co Li cz.0 10 " " co N O a_ •� O d � d d 6 i d Cl cr_ u'3 ea �C d d t1 d cc C= '— o a c � o b Cn N 0 N F=1,�J� . • 0 co ;11•^� STATE Or .�441 •••• ` .l1 It ••' �•-, h t��, 1. F � , • • `aAg1� �I': , ' i•� rye,.. 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. F E S N a 8 m� N V O di y C', L', wa w ai C', a �LLLL 2 a Y J 55 z on Z c O tmg og M o WE� �mc-crm�¢ too <ow N 04 [7 Z U H LLW W o � o00 a W Z C*, m Z � Z v) Z 4 N fp o p U 0 r„ s c) N V ' 7 rUu �0 c Q Y o z M =0O LL E Z® Q In_o o� t`O ruo ' O �¢ U U o 7U o WZ �a w2 cn C< �� ¢o o�Z� mE o� z m J . o aw $ 3 0 of gZ go W Cn 3 oLL a N� mo � 0 IIx Cn v N 03 2O J LO tt^^ Y ! rn Q (cc 9 H O CU T-' cG = LO J Y T � r 2 CN Im m LO U) Lo l ILL M O LO c04 CV Q 1t• co r E It c M Z Z E T c 0- 0 _j Q JOB NO: 23-02469 SCALE: AS NOTED SHEET NO. 6 '! "_ 'I II'I ' II'I ICIO IL C.drum tj ARM 01- co , 12LO LO 0 CIal 04 DLO co STRUCTURAL SHEATHING (SEE C/S6 FOR NAILING INFO.)- 2x CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x4 CONT. RIBBON W/ 1 d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END — 8d NAILS @ 24" O.C. TO BLOCKING 2x STUDS SEE PLAN FOR INFO PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS CANTILEVER FLOOR TRUSS -'I gkSEE PLAN TRUSS BRG. ONNECTOR AT EACH TRUSS, SEE PLAN LINTEL SEE PLAN 'STRUCTURAL SHEATHING CO3 CANT. FLOOR TRUSS CONN" SCALE: 3/4" = V-0" TYP @ 2 STORY ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft JIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 t GABLE -38.22 -38.22 1 -60.99 -60.99 -60.99 1 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 3/16" EXP. 1 e2&) or t%g2" EXP. 1 (33/16) TILE: 1%2" EXP. 1 (1/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN IV2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2YZ" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY p CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS 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 9-10dx1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10-8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2"x 5"TITEN HD ACHOR BOLTSJ RFUS 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS HTT5 4350 3740 5/8" ANCH. /(26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8"DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4"x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 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" SDS SCREWS & (8) 3/8"x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8"ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2 LGT2 4060-M 3770-F 3500-M 3240-F w/ (3) 1 D INKER & (14) 1/4"x 2 1/4" TITENS (2 PLY) OR (28) 16D FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32)16D SINKERS & (10) 1/4"x 3"WEDGE- BOLTS (2-PLY) OR (32) 16SINKERS SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1010 605 12 -10d SPT24 1090 12 -10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 20 10d x 1-1/2" MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS - ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY :ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("'). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (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 ji rl� A)INTERSECTIONS. SPLICINGTO 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. ONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR/ROOF FRAMING PLAN - ELEV-A1 SCALE: Y4'=1 r-0" N 0 OG �— a' tO L.; K � v, coo v �- N d G � c 3 m V V d A � a_Co 0 a 0 M O N 0 _o M o nn ••N •-'• 0 y �1 S IATE Vf .: a ,. ��,. ,�` r, .z . • ' �,; tiff °p11131aaaaaoa% 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 - Residendal 7th Edition. Engineefs signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W � 4 0 � E 8 N O > � 2 N � LL LL di rn^r4. LLO , LL W tll �i M v� W a a a J � LL; a. � � Z o m W � O O W L 3 v r- LO N LO chi J O I N un LO N Jry� Y 0 O J N O I M L0 0 CT rn 3 Q N N E E S C c C� E -) i CL 0 0 J t� N N M 0 0 a rn N O N M S Li.l m TYP @ 2 STOI ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH AND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 1 -60.99 1 -60.99 1 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6" EXP. 1 (24/6) or t%" EXP. 1 0�116) TILE: % ' EXP. 1 C3116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN f%", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. IIM. W/ BLOCKING MGT w/ (22) 0.148 J4-SDS2.5 (10)1/4" )S WOOD SCREWS 4TR. YP. @ 2 STORY (2) HIP ROOF >20 TO 45 DEb. [4:12]-[12:12] a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 112" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-1Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 l/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U I MGT 1 3965 1 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 1 41 122 -10d x (1) 5/8" ATR w/ 12" I EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY I EPDXY LGT2 14060-M 3770-F13500-M LUGT2 00-M 4520-F 131 00-M 3800-F (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 1 1010 1 605 12 -10d SPT24 1090 12 -10d HCP2 1 590 1 555 12-1Od x 1 112" HHCP2 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6') *FASTEN EACH (8) 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 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-Al SCALE: Y4"=1'-0" N � Nc cc- W r" a - o o _1CJO C-4 Q w <a o Q CV as o Rdd� � > c d eo c E R o a Y C) 0 N _o M 0 L q%0 FN ~ �C .•� •ir S T,"4-E t j �i. �/ -'�� . q P�••�.f� 9F33 9itggq To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W a E S N o ��' �p5 Lo 0 iK '° u; u. m 03NO� LL d W M 0,mv w a LLLL n z 0 Z � °' o z :0 oM 0 09 W t _ O 6320,No O' J W LLca Z w U')Cl)Z U � F v' N O U ❑❑❑ 2 z N Q J a U) - N C7 N z CD Q A V 0 w $ Ln Of y Ul MD w s � E m $ _® 0 sS < 0 a 0 N oa m M M � O z Q � U_ f0 Sp < e a p E V oLL � z® oa H r0 t �� 00 ❑ o� z r0 °3 t :j Qi o ¢ wz � w 0 0 0 0 z0 W zC m J � aw zz 2 8 C a oa go m az Fk v zI< 0 3 LAC J Ln Lf i M ,•.� �C� L C) J LO � rl- T W m L O L .� r U) Q 0 fn 0*) Lr)1 L o ch 0 M N L0 04 Q 11, 00 CD E c Ch CO Z m E r w c a U _j y Q 0 � JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 7.2 GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed Joints. 2, Shore filled lintels as required. 1 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 L/180. 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 Jim: : �: : �•. ; : �•. ; . ; FORM do GROUT SOLID 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T o W © © J O O o o �.�'. U •� ; O O O O O /5 BAR CONT. 8RF14-18/1T 8RF14-0B/1T 8F16-0B/1T 8F16-16/1T 8F12-1B/1T El ® V' LINTEL DETAIL •' _ r-' 19 r_1 a rM ISTA.�M SCALE = N.T.S. a 0Iso ME� Kamm Fits; F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY SP J UJ 8F16— B/1T a Z L tNOMINAL, QUANTITYOF WIDTH #5 REBAR AT TOP NOMINA HEIGHT #S REBARMIN. (1) ALTERNATE POWERS MIN. (1) REQ'D CLEAR STEEL LINTEL .M.U. #5 REBAR AT TOP MIN. (1) REQ'D— GROUT #5 REBAR AT BOTTOM OF LINTEL CAVIT REINFORCING PROVIDED IN LINTEL (VARIES) MATERIALS cT pir recasCrintels = 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 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 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) 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4' TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) SIMPSON MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END n �O yN�x =—w t-(?,-w wVOr�rt� ou 0Z aac7 OLL XJ —PLu LO F 03:g iiii C0LnXQ. 1-1/2" CLEAR 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers 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 cementibuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN T/WALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL 8 SCALE: 1" = 1'-0" 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 OB 5'-8" LL LINTEL PLAN - ELEV-Al SCALE: %4'=1'-0" M CN N 00 C7 9 W � 4 CJJ Q C lA V N m X N t0 y N O lO �d as E "" c co Q m 3 A u as � � T N fl- �o a w 0 C'M 0 N 00 _o M O v - No P71 7 5:0,f . ��' •` .,. C O 1'lit I10 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N pp �• E 8 N N a J a, N J t", fA NLL w M �rNiv w o- a. a cLL a 4 Z LL z m- 6 o 13Z s 04 M � Z 2 Zd Li fh Z 0 y H ILW N Z o O C7 CJ W Z N � O z � Z � � Q M � Z � - (a w o p iv DU 0 w ad N cn Al U W J $ sm L o • Y ®® c O z w co M J � � Z Q i LL C G tt z o > N Zo z� E UO W° � ❑a H r6 _ o E o % Vol oa u o � Z o a ¢Z z d � o �w ¢o m� o o z Z m J ° G w g Z C� zz a WT3 wLL z �w y Z x , �r �z v zI< a a 3 �C:) J L w , rn Q 0 c T c Cr T Y U ly v m J E8 T 0 0 4— Ll7I ca ILLM 0 0 N LO Ln CN Q d- p r E M CY) c o Z m Z ih E T• w t`o m a E ci U Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 8 3 v V13 r` N L0 te coo N 0 N a un lO lti N L0 0 0 C 0 N Lz M O »g 0 0 a IK7 0 G M 0 0 w m v d rn STRUCTURAL NOTES NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO 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, ACC-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 t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 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. STRUCTURAL NOTES 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 6fTMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1, 2. 2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG, PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3• RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD L DOWNWARD A E T P F THE GUARDRAIL OF 100 PLF APPLIED VERTICALLY T THE 0 0 U 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4• WIND LOADS: 2.4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1.7. WELDED WIRE FABRIC (WWF): ASTM A-1851 A 185M-14 4. 1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 2- Y4 2" 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 OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4, 4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED 'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO ET F THE CONCRETE, SPACING N ALIGNMENT ARE TO BE IN ACCORDANCE INITIALS 0 H CO E, C GAD N 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/s rinkler systems includin all risers and spray heads shall not be installed whin V-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 trapps, 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 over and mortar along the foundation perimeter must be removed tie �ore extenorPsool treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13, FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 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" 1%4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%$' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: O BE ALL HEADERS, BEAMS, ETC ARE T 2 R BETTER AND OR MICROLAM S Y P # O AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 0 N � 0 d � � o a. C_ o per.. cc m 0; Q G Li 0. ca O - Cn 4 d N Y E c cz 3 d cn a> u alto c a� c E ea v n CM 0 N Go 0 CM 0 • � • '0 .. STA, i E OF � ��..'cJ f1 .•� �i'k\ °rt°eeeees�art� 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. rA Q o -, 8 N � N �_ J 0 �, „ J " LL (n r• rZ LL W W M (Ni C)a a c J a a-x J LL LL Z -.60 0 103 L tC6 V �.�NCD m cR�°, d � z W w Z 00 N C', Z U ILW WH 0 U ❑❑❑ Z W Ur M V M .- z N M z � z a N M V) z W (1) U' o U O W $ Ul) Of t✓1 � U 4f w � E = L i _® i U o C__ 466 N 4, o J w M o� Z a i p zo rM E oz z® x � a.fz � o o ZoE d o wo Z wZ cn ro Cr ¢o z wg m0 oa Zm� J Nmaz ¢m 8 `/3 o oLL o 5° aZ W ¢o yZ �G =3 o <_ w� �o v zla a ° 3 =O 0 = ` J LO ' O u^^'' rn m Q C� L co T j LO LO J Y LO � T `� m m LO T } U) Q O N rn LO -0 LL Cf) O N .0 N � Lf) co C"4 Q Nt a_ r- E th CY Z ca z o N E C a ai U Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S N 3 TIE N LO c kn 0 0 coo N 0 N N 0 0 J 0 I N 3 a N N H 0 V c a v U a i U G Y O U J L� N N 0 M S 0 a- N 0 0 c W Q m > rR THIS DETAIL ONLY REFERS TO THE DIAMOND —MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-112" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 000 5'-0" STUB -OUT FOR 0 1'-0" o o LID GAS METER ;�r 0 CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH —IN GAS TO RIGHT (ALWAYS) — 12" OFF —CENTER • ROUGH —IN ELECTRIC TO LEFT (ALWAYS) — 12" OFF —CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. V-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7J8" 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 gap —i FILL CELL STD. 900 HOOK BOND BEAM I SIMPSON MGT Cn w/(22)10d w � NAILS TYP. GIRDER TRUSS STD. 90° CONT. #5 AR > HOOK BAR r 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION la@ INT. BRG. WALL N.T.S. i/8"min. )Small gap 2 min. 2" max. 4' max. Web Stiffener Fastener Schedule Joist BearingLocation 0 Series BCI 5000s� 14" 2-8d 5- Clinch nails 71 Depth i11-7/8"I � End Intermediate 9-1/2" ' 2-8d 2-8d 2-8d 3-8d 2-8d when BCI 6000s-': 11-7/8" 2-8d 3-8d possible BCI 6500s® 14 2-8d ' 5-8d 1) Support back of web during nailing to prevent damage to 16" 2-8d 6-8d web -flange connection. ® 11-7/8" 2-8d i 3-8d BCI60s 14 2-8d 5-8d 2) Block solid between joists for full length of span. Tight fit 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 1Ole3-16d 3-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2 min. BCI 90s® 14" 5-16d i 5-16d required when indicated or 4' max. 16" 6-16d 6-16d 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 Ya" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION-Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16 cede for appropriate details in One 10d box areas=20 of high 1 or=20 sinker lateral load. T nail each side at bearing. Squash block / (2x4 minimum) �J Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES -� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. V/ Provide adequate bearing for each lapped joist. nails SECTION an INT. BRG. WALL MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or I beam below Load bearing wall must stack over blocking and wall or beam below.* Joist F—When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non stacking walls require additional consideration. — Ut t-UU I ANTVUKtKt IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN iY2° DO NOT CUT HOLES LARGER THAN 1Yz" ROUND IN CANTILEVERS. F _� k 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. 1Yz" 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. up to 3' to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger Y y \ 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 � -� IL 11 A, — Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height T requirements i `;i 0.6 X Joist p ��depth I -JOISTS BUCKETS N.T.S. 5/8"II THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. 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 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-,' ° ' • SEE PLAN FOR--'•• • . • '.; . FOUNDATION INFO q a" STEM FOUNDATION GRADE REINF. SEE PLAN rvk. %1r1M0� w rv� 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" v CENTERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE -0 d d v d •' a'.d d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d d da L M. I I I III-1 a d a I- I it I E - II,�IIII� I �II_II�_Ii p d a SEE FND. PLN. SIZE & REINF. N O N v W O C C..7 CV OG — m x y V O 10 Q � !V Y _d E s c d C, � 3 � i y C G R fa fl- C E G a 0 CM CV N 0 CM 0 v Rio ' fi •• S T E �� ' .` ✓�"i. y `r O N S iV�s To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. rn H a E 8 N CD co �� N N m O C 0 Q ��� H J uU -040 LL a a a ii � Z_°' J LL u_ Z ° w eef�_ o cc' Lt O W cc N co m Lu J O W Z LL 09 w In ; z Z M 0 H 0 tV 0 00❑ Z W z N M2-19 z i N N z - 0 C5 �-8 o f(j L W � U 0 w s �Cy N ra U LL J r— E _ 3 1 U N 8 00 Q N 0 • C. o W M Z W E Zo >a a Q E U E ja z z® oa 9 r6 o E g a xU 0� V O OU OW Za? o caM az g ao wZ UD fo c �oaw m0 Z� z m J �? a� Z �� go a �w W � OD N z 3 � J CIF v zlaa 3 LOrn LO m Q C7 �-� Q CID r LO J r m N .� T � N M Lo I .0LL M cu M LC) LO N C14 Q O r ui M 2:1 O M T_ H M 6 Z Z E T y `m c a E U o ui Q p c JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. SN 1 3 ul N 0 0 0 J 4 0 I N i Q r- LO 9 to I J 8; N 0 N LO Cr 0 0 3 -a N N 0 a I— 0 0 iy N EE 02 U i a 0 0 0 J t� N N M 0 0 O a N N M W 0 w ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90'HOOK (SEE DETAIL FOR UNDERLAYMENT 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4- (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 iN METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER > ► ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTMS .' I �I 0° e . ►wil D7158-CLASS G or H, or ASTM p ..' I I I r D3161-CLASS F, IN I ACCORDANCE w/ TABLE I I I I I I r R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION —I I I �I I I III • I (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR %1 SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT S" C.M.U. TYPICAL 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 11 NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE _ P ° °► I - Z 00 � M � • 6 MIL VAPOR"/> I z r BARRIER ; D 4 04 COMP. SOIL. (COMPACTED TO 95% - MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) N CHAIRS TYP. STD. 90 HOOK (SEE 4„ V-8" (2 STORY) U.N.O.O U DETAIL) TYPICAL WALL SECTION K*�A� SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 PAVERS O.H.D. RECESS C I 2 z C SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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 I GARA( 1 GARAGE SLAB AT STEP SCALE: 3/4"=1'-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 TRUSS BOTTOM CHORD OR 2x4 #2 SPF e „ „ „ 5/8"OR 1/2"HIGH STRENGTH „ (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS e „ „ „ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) 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 @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION 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 2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND CI G\/ n- ro1 (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 x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH �31/2" MIN. �31/2"MIN. 1 ° ° n ° ° rr le 1/2"(min.)-4" - °. - 1/2"(min.)-41, 0O ya •,•,T /7 31/2"(min. - 4" C31 /2"(min.) - 4" 09 (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONTI 4�� g• U.N.O. MIN. U.N.O. TYPICAL BEARING WALL as STEP as SHEARWALL C TYPICAL BEARING WALL @ STEP CC "SHEAR WALL" SCALE:3/4"=1'-0" S3 SCALE:3/4"=V-0" S3 r �5 _0010 cU�� 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ M \Mvo s �co�'�\N U 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 5/8"4" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)1Old NAILS @ EA. STUD (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR ---�� r 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE ;, ► ' ° ' ° • z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi Z co FINISH GRADE 50 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] O0 6 MIL VAPOR BARRIER c ► ° ° 0O R 1 7/8" —� #5 REINFORCING BAR ? ' #5 LAP SPLICE . - • • • �H` ,� Il�ll�hle - • . ' • • � � • - • • - ' �Il'�II�11�11� 11�1 �1 1 D 557) 4" 1'-4'1 FRAME WALL TO C.M.U. WALL CONNECTION rD l TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH a A10 d .0 SCALE: 3/4"=V-0" GRADE a � _ III III III —III —I ' (1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' O.H.D. RECESS •E '�• :� Cl)�EFIMR iL 2 rQA RI 1 ♦ .. I - SEE A/S3 OR J/S6 J -I irffij FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. CONCRETE NAILS W 1 1/2'\ EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) bAKKItK 1/2" GYP. BD. HOLD GYP. BD. 1 NIll ron6A QI AD l�nA1P•[]CTC INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE U ► r-'an e ' _ u 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24" O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH M E PAR 212101II (2) #5 CONT. ___1 ON 3" CHAIRS 8" 11-4" o (TYP.) #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 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 AT 24" O.C. MAX. x— CONNECTION INFO a ' SEE PLAN FOR • TOP OF BEAM & LAYOUT DESIGN .dIIITr�TTT�T N 'a' SEE ROOF PLAN c ° a ] A - -- (2) HTS20 ci FOR STRUCTURAL r _� T1,IT,�rL�n,ILTrr( �' ' BEAM SIZE & a CONNECTION INFO Cl) $ 2x4 P.T. PLATE 7/16' O.S.B. COLUMN LOCATION T. 2x4 #2 SYP P.T. FRAMING w/ - - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w ° Q SCHEDULE it SEE TYP. WALL SECTION FOR ADDITIONAL SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE: 3/4"=1'-011 S3 -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR _ w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL I' o AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 �2-1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALLEXTEND -- W/ DRYWALL SCREWS @ 8-O.C. I ATTACHMENTS FILL CELLS -- TO FOUNDATION PAD -INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `Q ' ON FLOOR PLAN w SIZE VARIES PER PLAN Cl) ? GRAD CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS E ?UjFILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 c°�.I Es w SIZE AND REINFORCEMENT) C7 • WWF OR FIBERMESH �, LU BRICK PAVERS or SLAB PER / COMMUNITY SPECS z a w o o `� _ " W LU v • • • • _ _z a `�' a ' _ 0 -0 FIN. FLR. w FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN SCALE: N.T.S. S3 Cn N C N d W Q 0 -= O a9 o c�� - m x cc O to -O 9 L CM -CC.d !V Y Oi N E s c dW_a � 3 � 3 o •°' u m � 7+ i O � N c o a 15 0 N 0 CV O 0 ';'N,c• L� ido PE7 70 " -3 ST; CF " `•'Jjiaaaaa��}° 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. p E �gN .4 O N Nrz NY 5 Om J # LoF N rn C, v w M a a yrN a iv uua u_ z � u_ z z — •Dr Z; O = 1309 :3N G m J Q W <G Z cc ZZ0 W M Z N IL N FI z O U ❑❑❑ Z W z z F a $ m 13 N z � o � u- 4 Cn fCi w o a U � w 8 N rz y V N = .� 1— f� U m ' W J e = t U 6� • QGo o s o w C! ca M M J h � m Z Z ¢ U_ E zo >N z® Q E coo ca o E o U 6� Wo � U Oz Zco au F a= O wZ w = c > o P _� w 0 m0 z� Z m J m <W z 3 F ao W T � 0¢ o � g FF 1F m oo ¢ zla= a 03 O J LOrn LO M Q (J CL n^)' i C) (° T T V / m L0 0 Q LO -0 LL M .0 C) N L n CV Q p T E M j 0 o z Z y E T c a U Q p JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. S3 (MONO) n N LO 2 LO 0 J 0 I N a N LO 0 J LO I N LO 0 S 3 Q N N E O c FO U co i i a 0 t� M 0 c M 0 0 a N N Go M A 2 w Q 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 75181, 8" 7 5/8" 8" CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS SOLID AREAS ARE ❑ SOLID AREAS ARE DOUBLE 2x TOP TONEAILS SPACED EVENLY MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT PLAT WALL IS 1 1/2" MAXIMUM 12 (TYP.) SEE ELEV. HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR INTERIOR ❑ FULL 8x8x16 BLOCK NAILS SP2 w/ (12D I FACE OF BLOCK WALL IS 21/4" ❑ ❑ NAILS AT EACH STUD 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/(1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. �,S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @MID POINT EVERY OTHER + + STUD W/ (3)10d NAILS ++ + CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W! TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE Ct DOOR OPENING DOOR OPENING DOOR OPENING � 1/2" EXTERIOR GRADE SHEATHING CRICKET AS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED EXTERIOR J ❑ ❑ COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) WALL CLEAN -OUT rA WALL ❑ ❑ ❑ O/C FIELD SCALE: N.T.S. CJ'4 ❑ ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. INSTUD BLOCK AT EAI EMBEDMENT MAIN SPAN TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D MOISTURE BARRIER ROOFTRUSS UPLIFT CONNECTOR S4 SCALE: N.T.S. S4 878"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W! (1) #5 FOR CONCRETE PLACEMENT �I�!�I�I�I�IAI�!�l�I■■ CI�I�I�I�I _0�� . -. - 1 • • • • Z■ill■� IN I�II-�I ■■!il l■Z III IMMM ■■■■■■■■■.I�I 111■. ill NOTES: 1O 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. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. V:00F TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON MOISTURE BARRIER FLOOR PLAN. SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1i2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J M w T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY ..`::..:� GARAGE FLOOR f TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL, RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFF 0 N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL / I . x J-B 6-3/4", - 7 ,AND -3/ ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOORSTOP PSPN516Z w/ (12)16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR 48„SPLICE STAGGERED J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'-9- (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 11 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS • 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 4� 2x STUDS TYP. op00 SIMPSON HTT4 TYP. FN�NG U.N.O. 4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 ATTACH ALL -' EXTERIOR STUDS W/ 4 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SIMPSON SP4 TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS /� RECESS / LINTEL SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 'BLOCKING W/ 2-16d TOE NAILS @ EACH END W z 2x TOP PLATE N V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) > (5645# SPF) i (6970# SPF) IS (9335# SPF) IN. 8" PDXIED A.T.R. I&NUT 'OXIED A.T.R. I&NUT OXIED A.T.R. I&NUT SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2X8 P.T. BOTTOM P TE D 5/8"AO" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 2X BLOCKING �(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4L f s • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. S4 srs 0 >N oD Q �= -,v d � W o.L o u o- r o N C7 N m x = f• O N N O {p 3 2 d a.5 '> E s c dS_Q 3 m CG c o Cc H Q 17 ti o d U 0 M N O CV 0 M O e;tl,.rttaa : -0 ')I STA., . r 'J a i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � N r Q 8 N N V Y 6 C 0 7 LL7 'Coo �aNic� LL a LU d) a L$ Z 01 Z C � o c 0 �i jfO N (O co CCWSS W 00 z LOM y FZ o0 oa❑ Z W z N M z � z � � to z C1 o � a U 0 w s W '000 Y • e' S o z< w M M ¢ Q � Z Q E� Qs Q o E V Z® oa o CCID a o¢ ao Uo oz 0Z z d L ¢o Mw = M C3 QO Q .a�LLa°� W� mo z�- �F1,WzZ oI O8 z co TO r = r m <0 0W m. r3 M v 5 � F- 03 � J LO LOTo °' rn 0 Q_ 11-- L_ /� r, T c :3 LO L0 J Y T Cr _ Y r T U m N m ,Y^' � LO -0 ch C—)LL LO LO cM N IQ 04 Q It r E c Ch M C) Z cc7 N T c cc a ui ci � a o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S4 3 v n N LO 2 Jr q cn I N a LO N LO 0 may% y 0 I N LO lC) C 3 C Q M 0 i 0 E is C J N N tZ 0 0 U v 0 a a c 0 U J 0 Lz: N N M 0 a M O N M S W Q iE 0 N SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 1 /41X2 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. 2x4 #2 SYP BLK'G @ 16" 0.6. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX. 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9„ SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, t7 SCHEDULE FOR SHEATHING DETAIL IF >9" SEE 10/S5 45"t 45" t SEE STRUCTURAL NOTES AND NAILING 2x4 CROIS BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO SILL 1/2 CDX PLYWOOD OR " (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 1 Od GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP, BOTTOM HE OSB SHEATHING ATTACHED OS 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od / 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN /; AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-l" OR �\ LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) �� GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING'` 1/2"CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD O.C. FIELD BOTTOM ATTACHED \ (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING pg BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.G. THE FIRST (4) ROWS OF TRUSSES 2x4'T" ON TOP OF PANEL 10dx3" @ 4" 0/C @ FAST O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM 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" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 (2)16d NAILS WOOD TRUSSES 00 ;0 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING " RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT � �� (2) 2 x 4 LAMINATIONS W/ (1) ROW „ „ �� (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W! (2) ROWS OF 2x4 PANEL BLOCKING K(2) OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILSFIRST �p 48" 0/C FOR THE 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 4 ROWS OF ( ) O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1!4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL I i pq I SPACE AS SHOWN FOR 3 PLY 2x4 BLOCKING-",,2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILSIMPSON AT SP2 w/ (12)10d NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r-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/ 1 Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION ( - ) 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING FASTEN WITH L— (x4 BLOCKING W/ 10dx3 @ 4 O/C 2)12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ("8 SECTION 9 _ SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. 55 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. S5 TOENAIL i (2)16d NA 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w! 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • z w \-BRACING w/ (3)10d x 3" CL AT EACH CONN. @ 24" O/C `MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG. rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 010" - T-0" 3'-0" - 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-xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) i—GABLE TRUSS `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. y 90� 0 CORNER JACK C7 Y a w z M O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -i t- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll 1111 ON 111111,111bhI.- No� 2�_ NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 % ao � o Q► G W Q o V N G 10 N N C7 a- y N L y d O 10 Q Y =N d do=a 9 d d 7 � T a� y E o a w C'M O N CO 0 CM tiet, d o a No PE78`750 j r �• STATE OF '•:riy 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. 88 8� 4 N N m N # O C J Lo W O ;�� S °k r`, U. tll NNO LL wa w 0 yMa W a 4 n JU.� z Z tmo 0o 2 i� r W W 020 — J z 3 2M Z In x IL N OU ❑❑❑ Z W " CO z z z o Q v J d N N z � N^' W O 4--+ • j o .� 0 w s IUI^l 0y N U � z� c Q Q see o w M M J � Z Q E U_ o. o E U z o wz > Zo ❑a ro 23 ¢ r ¢ Q z�� _ � � = w60 w= L C C A. Ax wi m oM Zr z m°' Nm<w S 1 ai g° W T �j m > �� � � Q uZ tq W 2 F NLL ~� J w w< GIs M 10 zI¢ O J L0 i co CLO = LO Y � .D T _ U m m LO r 4-d U) 0 L(71 co -0 IL cM O 04 N L0 tM N Q 0 i... ui m C') M C)v; o Z Z E T- C tL E v U J Q C -� JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 L__1, INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB / DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS J TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O,C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER_ PLAN AN. 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE "X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" 0/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN —� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY E .A A '4 e . . A .. Aa M l T III I II I I I I I I.. 6x6 W1.4xW1.4 WWF OR FIBERMESH I_ I I I I I •. a LII 1 1 II .. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 �-PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - (RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. UJ IL U_ X: —INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ---METAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co v 4"x4" INSPECTION PORT AT o EACH FILL CELL TYPICAL LU Cn a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH �410 6" BELOW GRADE =INISH GRADE 00 (3) # 5 REBAR ON 3" CHAIR I I I 1,LI I I l rL-STD. (SEE DETAIL) 90'HOOK W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP W (8) 10d x 1 1/7NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---_ *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. NOTES: USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °P SEE FRAMING WEEP SCREED o z_ T r P2 PLAN INSTALLED PER MANUF. • " 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1Odx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0A PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)1 Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA, x 10" "J" BOLT W/ 8" EXCEEDING 10'-0- (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1,4 x W1.4 WWF OR FIBERMESH °. dY A Co *A (3) #5 CONT, ON 3" 8" 1 114" 8° CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION, S6 15/32" OSB EXPOSUREI SHEATHING PROVIDE F BLOCKING AS1 REQUIRED PER n SECTION X-X IF U' NOT FULL F HEIGHT SHEET C to Z G FLOO4SYST /� (2)- 2x TOP PLATE d BEYOND I 15/32" OSB EXPOSUREI F SHEATHING w x SOLID 2x o C BLOCKING @ ALL m C SHEATHING 0 Cn EDGES (SEE OPENING SECTION X-X w a c) C X � W x E F- 2xSTUDS w BEYOND. y SEE PLAN 0 Ll d L \_2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IA/AI I r1 r\/A"^Kl MIA^MAAA 3/8" "S" = NAIL 3/8" SPACING S 3/4" S A1/2" 7� I!2" S 112" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VFRTICA BLOCANC SECTION X-X SF A�/Npo� WN 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) F-)-TF� AFNiAR�OR WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM W SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN X". F Q NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL _ © NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 @NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ((n O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J v w/ 8d COMMON NAIL w LL O X PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER ^ J } a � 0 rn a xr00m O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Z 0 w M '' @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 0 0 LL MEMBER IF GABLE END v�� NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 13 1 " X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302,11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#,) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH r M -III—III—III I I ' . A . , a ,• 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'-4' 1) (2 1) 2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) 3 (2) (3) {2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. Do FINISH GRADE I— 00 (3) # 5 REBAR ON 3" CHAIR 4" W/3" MIN, CLEARANCE i ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL INFORMATION. C" N N � o 0 o d 1� Q. G W y i � Q o-r cm -moo m � w+ C N p- y N C O i6 y 6> Q CV v E c d o cr_ 3 cc �d . CD y C G to rr 'ate C = A o atj - n CM N 0 N 00 CD M G? 3���Lt11T�a'S�`p 0 P=i 75U" AlC 0 R To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q -, 8 N M CS77 pip V Lo C5 m J 0 LL U. I» Nrt—_2 u_ W M My a a t7 0 �o. Z _ im mr-9 =Mv 0 o m @ 04 (O J W ILc'� z Z coIL N ;A y F=• U ❑❑❑ zO W z oo z � 10 z V1 - N z - -1 flS r-1 W V 0 „,Q) s U111 YZ� c �Q sot a M g o W Z a � U_ E `E zo >m U oa M �_ r6 E CrO Mg U a F 00 0 Q GO a� ¢ Z o <o W Z , - C� j U m� ow Z z� ca J ym ¢w �{ g° W `� 5 > 3 0s �LL aZ y� �� �3 =0 o w� >° I� ch sf z, a cC 0 ` J LO ai rn 12 Q N Imo— O ICU r— Ln J Y r C7 }' T U M_ M m L J Ll') I cu M LL04 M N Lf) Lli CN Q d 00 to r v .a � O ce) �(i o Z W z E T y m IL E 0 a o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S6 (MONO) ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 13/4x11 J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2x4 PT NOTCH — INTO STRINGER H D 2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE. " = 1'-0" E: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED--\ i DRAFTS P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED Ilk 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: " = 1'-0" FLOOR JOIST SYP 2x8 SYP 2x8 SYP STRINGER MUST MAKE FI CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL — DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER / 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING CTIO MAW 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL —2x6 SYP B� ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4" RISER CUT TO FIT _ MAINTAIN BETWEEN" AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP '- 2x4 SYP BLOCKING / 2x4 PT NOTCHED INTO STRINGER FOR STRAP (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLUE / AT STRINGER CONTACT POINTS \ NAI S) x 1 1/2" NAILS) / CTION VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH 2x12 SYP \ SCAB 2x4 GLUED AND NAILED (EACH STRINGER 7rSIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER --2x8 SYP DRYWALL STOP MUST f NOT TOUCH STRINGERS --2x4 BLOCKING FOR 2x12 / 2x4 PT UNDER 2x12 C ROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/" X 2 J" TAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ T" X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. / G-1y TOP OF STRINGER STRINGERS R E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP 2x4 PT NOTCHED INTO STRINGER (SIMPSONMTS12 w/ AND NAILED TO FLOOR WITH GLUE (14)4) 10d x 1 1/2" AT STRINGER CONTACT POINTS NAILS) N VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" " PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL -----2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED SECTION D—D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK H 2x4 SYP BLOCKING —2x8 SYP GLUED AND NAILED TO FOR STRAP FRAMING (SIMPSON MTS12 w/ (14I S) x 1 1/2" / 2x4 DRAFT 2x12 NAILS) STOP TREAD GLUED AND NAILED---\ i 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT Uix GLUED AND NAILED TO STRINGER POINTS �� FOR DRYWALL SPACING B H E SECTION VIEW SCALE: J' = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C —� NOTE: 2x8 DRYWALL STOP NOTSHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = V-0" \ FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR —(2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" F SECTION VIEW SCALE:" = 114" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = T-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" e+i CNI c c%: 00 c o Q > W a� o ea m�.c .✓ c u- o- ta cc NL cc U, y o Q LV to 6s d E o a � " 3 cc 'i c o N R A 7 a a A o a 0 M N 0 N o 0 d0 r•� 'J a TE OF f lPaplliil':Q�® To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W o f S N t1 ) LQ O- L- — 7-- N LL U. Uj �rNiv� LL ° u, a Mu-u_ d U z Z � _� '0' 9 o J W ' CN co m LU d z W cS�anjO' Z OD w N M z U N F IL O U ❑❑❑ Z W z N _o z m z� J C� U) 1 (n to z0 W � U O^ „, 8 (r ! C N �N~ W J o w vM M M y ¢ 0 Z Q U_ E �o <� O m s, Z® t--- rp o 20 ¢� 00 o O� z 0 0 ao ww � F 3o ¢� mo 03 c i C SU o & ZF z m J N m Q w 2. 8 �" °o SZ W T LLaIt ¢ O N w = m yLL m k 2� °3 > I� LO M m 0 co r :3 LO Ln m m Ln T }j U) Q o N LO L0 cci CV 0 Q 00 T ai E M �j c Q o z z E T 2 c d 0 _j Q p JOB NO : 23-02469 SCALE: AS NOTED SHEET NO. ST 3 a N L0 cn 0 0 Z. 0 I N a L0 N L0 O 0 coo N 0 N i LO DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 2" DRYWALL 1x4tE DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 P.T. APPROVAL FOR CONN. 1x4 r 1X4 l- FURRING 3-1/4" LONG X 3/16" 0 FURRING 3/16"� X 3" LONG TAPCONS FURRING (2) ROWS 3/i6" x 3-1/2" 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 " 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 3116" 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 DFTAI L 2 1/4" DFTAI L STAGGERED @ 12" O.c. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16 OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)1 Od NAILS INTO L� 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW----' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX jl SOLID BLKG. AT TOP BTWN. p ARCH BLKG. & BUCK - - 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO SOLID BLKG, AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. 4T� INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL rK SCALE: N.T.S. SS - SECTION A -A 8" 2'-0" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8° PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. R PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REBj (TYP,) STD. 90' HOOK C /1. Lill 'L'71 ti ±5A NOTCH WEB AT FIRST 2 COURS .APACI I T = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xi 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4W WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) — 8d NAILS JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. ` #5 REBAR (TYP) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" kR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED `BTD. 90° HOOK 2x BAND JOIST W/ FACE NAIL 10d (TYP.) ` FACE YP.) NAILS 10d @ TRUSS VERT. WEB — �::71 METAL SEAT PLATE NOTE: LAP SHEATHING TO ' ` BOTTOM OF BAND JOIST TYPICAL ' +2-L NOTC �@ @ FIRST COURSE\-SIMPSON/(4)1/HG2" ` SIDS A @ W O.C. w/ (4)1/4x1 1/2" SIDS SCREWS ` INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK THE :S ' ` 4%p PL FILLED CELL INSTALLATION KH 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 SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED F CHANNEL, SS NAIL w/ 5/16" HEAD FASTENED PER DIA. @ 24 O.C. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/2-12d NAILS (**) CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) / . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 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. MASONRY WALL. SEE PLAN FOR LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWELROVIDE 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 W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" 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 �r REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT 1?', e * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ t, ° * OVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL C REINFORCING PANEL SMOOTH. DO NO FURROW. , > ;° F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o, o FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p . G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: c.t ° p Cl)z REMAIN FREE OF MORTAR. \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \11 ' . (2) #5 REBAR. (1-STORY) 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 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 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 SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. ?.r TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. �FIVGTy (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + + + SUPPORT SOFFIT I , 1111E-" SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF RNFFT 119 Amn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE:3,- - FILL 1st 4 COURSES SOLID W/GROUT a: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANG'.. 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 t-0" 5'-0" NISH e ! 'O, _ • • ; ° ; ►: BAR ° .•t#5 CENTERED W/ s • ° �► IN TOP o • a : KNOCKOUT / i.l ° CHAIR BLOCK Ilk MONO FOOTING ' _' � .•,• SIZE AND REINF. PER PLAN •. . AND SECTION DETAILS CLEAN FILL .► • a ' DIRT Z °, • STANDARD q i 90- HOOK N #5 BAR IN FILLED CELL -. -.� • �� , , STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY L—J EXISTING FOOTING RETROFIT FILLED CELL DETAIL ILI�-IA.IIitrJ TtT� 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. N N 00 0 � W G- C O A m K a N G 10 Q Oi N i C Coo �• o N A T oG o. c E co o a� cM N O N O M s rJo FE?37 5.0 •, �. .�•• ST OF , '., {? • To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Qa S O tDN $_ (A M N rNivco LNu Ui M,LL zM 2 0 0 ��o o 0 �R M Lu ���z w LL ILW N M Z U F z W O U ❑❑❑ W z C Q v J — � o C1 QAU-j � A U 0 w s �n c W '8. — E = L c a o w M ¢ O Z J LL. z o f E oo `® Q E � " <0— z t- ry Mg ;o 0 Z�Eo p c0 .d I... z ao a Z �w o Y m f r �z z¢ -m Nm <w zz c`gn no W p LLa a� oLL N Sit w< SOo 13: Mj 93 05k Cr O E2 >t\ LOm LO M H O (� j LO r IUD J Cr T r T U) m � N LO rn I M M ILL C) r-- 04 M N LO i CV Q qT C) �— E c C)M M Z m E T cc c a 0 _j ui a o � JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SS L.. 1 _ 1 7 I _-I- I _-- 3 a N L0 0 J 0 I N 6 r- N tR L 0 cn .�S a J N 0 N L0 L0 C V) 3 CL 4 M 0 E 49 POR O 0 0 i a J ti N N M a N N co M 0 W a CROSS BRACING DETAIL (TYP.)r1 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. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS V r F L- I V 4 `W "/' l 1 1 7\ V V V V V "L 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 v 17 * M 4 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 CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. --\ A A A -----/—WOOD TRUSS -/ A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX WOOD TRUSS SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT A A /%/A 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 --J AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE:NTS (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) 1 Od 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) 1Od & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS SIMPSON LSTA18 SEE PLAN VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) I. #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) FOR CANT. 1 Od TOP & BOTTOM I SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO 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) 1 Od COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT-J CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER 2x4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d --i,/ COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE VARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ j 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FORPLATE BELOW TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE@ 3" FROM EACH END & PLAN FOR MORE16" O.C. MAX. INFO. SECTION @ ENTRY s SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE fL INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDU E/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT A SEE ROOF PLAN SCALE: 3/4"=V-0" FOR BEAM SIZE & BM. SPLICE OVER CONNECTION INFO. CENTER OF POST A A $��f I SEE PLAN FOR /-6, SIMPSON MTS18 w/ (14) —1 10d NAILS TYP. U.N.O. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) o• 11 o CORNER SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS MIDDLE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3)1Od PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. • SIMPSON LUS26 w/ (8)1Od NAILS ZSEE OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO 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 41/2" LAG SCREWS ATTACH 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 9 SCALE:NTS 2x STUDS @ 16" O.C. SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 1 Od A-7 ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON OUTLOOKER 4" O.C. INFO. hnh 1 SP2 w/ (12) 1 Od NAILS AT TOP EXTERIOR SHEATHING INFO. ATTACHED PER 2x BLOCKING BETWEEN STUDS 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS SP1 w/ (10) 1 Od NAILS EACH END ( BETWEEN TRUSSES AT BASE SEE J/S6 FOR GABLE(2) 12d NAILS TO EACH VERTICAL MORE INFO. TRUSS LOW ROOF/vVALL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. (14) 1Od x 1 1/2" NAILS TRUSS/ FRAMING TO FLOOR GIRDER TYP TOP & BOTTOM j BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: NTS 11-9 MASONRY WALL BELOW: SIMPSON °.. HETA16 w/ (9) 1Od x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 4e. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS �' SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2� SCALE:NTS PLYWOOD FLOORING LOW ROOF TRUSS W/� (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS ��j DETAILS &SECTIONS N - N 00 0G d o Q rsc ar o' =Amy .o - a cc O �- a C CID m ar c O ram.• Q c ✓ > G 0, Cc T s c. R o o- u 4a CM N O N 00 O 0 •tom d ,• o •\c,'� r� •t��pd0 e — STATE Al " 1 'O ra A` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E S N 4 o $N� Y_� c, J 0 7 n aD N LL u_ a MLLU. a C� Z 103 t W 3�oz W2of�m , �0P. w LZ M Zy3: I IL z N vU ❑❑❑Q t0 W Z N o z � � Q � a N N z �4-J v U O—� L,., g c N U LL - �- E t 8 I c co 00 N CM o Jz w M O 0 Z Q � E zo Uj » a R Q p E U aLL �z z® oa H ro g 0 �� 00 o Z�� 0 CID (0 0 ¢Z <=m0 C"� ca = U �z Z F z m J y m ¢ w $ o� go W o 3 wLL O 0� dz �w 1G m O Y < > 00 IIIIIIIII' a 3 zl< �C J LOLO Q 0 j LO _O LO J Y � q.F T 0 m L_ LLO ate.+ U) W 0) ILL M 0) M CV N Q IRT oo ci N fM M Q o Z z N E r y `m a 0 _j a o 3 JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. D 1 +7 • F l� 1 1„ jjj}111 i!' 1r 3 Zz r- N Wo C Cr 0 w.+ J N 0 N Q N L0 0 LO 0 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL QA BELOW AND ALT. CONNECTION. C 16" O CRIPPLES @ .. 2x (2) 2x SPF TOP PLATE FLUSH W/ TOP 2 BLOCKING INFO QA SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR OF MASONRY & 8d BLOCKING NAILS T/B FLANGE 1. APPLY SUB (3) 2x #SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS LO LO FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS 'V7 © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS . 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. ' ' :� SURFACE q 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE =4T OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF CORRECBLOCKING w/ 3 12d EA. END () HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL I IBLOCKING 1-1/8" RIM BOARD WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL '° '° VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7)�10d NAILS & (4) 1/4"x2 TIE BEAM 8„o @ c SIMPSON MSTA36 STRAPS w/ (26) 10d YTO RIM BOARD & BOTT. CHORD 1/4 TITENS FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CONNECTION INFO TO CORNERS - 10d TOE NAILS FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE E FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. kSCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR A SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. JAMB STUD 2 2x8 OR 2 2x6 TOP NOTCHED AT HEADER LOCATION () ( ) 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" o. c. a.°a c°o c,o !' P. L 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT L A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. THEN DOWNO HEF ACE OF (2) - 2X SPF TOP PLATE � SEE PLAN FOR SIZE :..� 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER ° INTERIOR HEADER NAILING AREA (TYP.) G (2) 2x HEADER SEE PLAN OE 5/8" A.B. 24" O.C. AND 6" FROM @ MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS SEE PLAN FOR COL. SIZE (2) SIMPSON MST37 CONNECTION EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER CONNECTION DETAILS FOR STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION LAT SPFEMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" E PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE W/ O 2 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8) ° C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. WALL 24" O.C. @ SYP U.N.O. EWALL OR BEAM WALL AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4 OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET , (BLOCK SOLID) iv TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ 6 10d x 1 1/2" IS () TO BE INSTALLED AT EACH END. SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. COL. SIZE C° 2 x 4 #2 SPF STUDS B O INTERIOR HEADER TYPICAL BLOCK WALLSIM PLYWOOD ATTACHED PER NAILING SCHEDULE N H w/ (18) G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 16d NAILS & 5/8" 16d NAILS 5/8 BOX HEADER AT 16" O.C. U.N.O. (2) 2x HEADER SEE PLAN E F Np F F EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ 7 () 10d NAILS & (4) 1/4"x2 1/4" FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM ANCHOR BOLT w/ MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ 6 10d x 1 1/2" EACH SIDE O TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT g" SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. BELOW JAMBS •• ° •' < NAILS AT BASE ON SP1 w/ (10) 10d *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING FOR FTG. REQ. SITUATION. 2x CRIPPLES TO SITUATION. CONNECT G.T. 0 STUDS w/ (2) SIMPSON HTS20 w/ MATCH JACK AND EXTERIOR ATTACHED PER NAILING SCHEDULE HEADER CONN. 2nd FLOOR (24) 10d x 1 1/2" NAILS AT TOP AND STUDS BELOW 5 FOR EXTERIOR 2 STORY WALLS ONLY. @ s 2 STORY COL. @ GIRDER BOTTOM TO HEADER I (IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER SYSTEM 42 SCALE: N.T.S. 7 SCALE: N.T.S. LOWER ROOF. LONG NO STRAPS ARE REQ'D) ) SCALE: N.T.S. _— ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/13-2 FOR ALT, CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE FACE OF HEADER/STUDS 2) 2x HEADER SEE PLAN DOUBLE 2x4 "FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS 1 2x SILL PLATE W/ 2 1 () () 12dTOENAILS. 3" 0/ �— 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. AL FN '9I' 02 �48k�T 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft 2 2x TOP SPLICE �Llj OA 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. N 2 10d TOENAILS AT EACH () E EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) ' END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR IS THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD 8 GREATER LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET).' SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN , 4 PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO ' EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS W/2NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @3O.C.2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 11 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. N N CC G W s `O m CIS .: "- Cl- N 0 3 Cc c° °> u d 7 a c E o O. J M C N 00 0 M O `Q\�;V •,� , t ,,�,�a• V•Y PJo 13. .... 'O• To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. J Lo F1131t» 0 N u_ o_ o_ fA M v a a ZO J U_ ILL Z t N V 0 ' mN�_ m W ro�°rz ¢ Z w N I=- Z o ❑oo W z C11 co Z � N z � � Q J CZ N U) N z 9Cz � o Cn LL W 0 w s VU')c N ro U 1IJ J W F 8 u� = t �. • U c 0 Q N Ol o ww M J ILL. ¢ Z O } N Z O Q N orrr`oao W ®U Mym 0Z0 �zo Ztm- Q O ¢ �WZz C _J ° awZ Z 8 F o� oLL go a z W `8 m WM w w Tit �- ri s w ao v zl< 0 3 C:) J LO a� T � CL Imo• O Cc 7� co LO T LO J T r W U v, m 2 CN m V) U) U) � Ln I -cY C) N U-) Lt7 cM CV d' p r m M L M �j O o Z ill ym E w a _ U _ Q 0 � JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. D2 3 v a n N LO 0 0 J 0 I N a LO r` N LO 0 J N 0 N v C 0 Q N N E t- 0 v c aci i ayi C� 0 rn J a a c 0 0 0 _1 a9 ti N N M 0 0 a r•r] O PC M 0 W m 0 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY71'1ATTACHED 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 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 NAILING FLANGE SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list o instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SLOPE�- WEATHER ✓E BARRIER & u4RILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN --, OVER RIM JOIST AND UP WALL BY 61N. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOKE UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING `O vt 2 V-4" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER los's SELF-ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHI SEAL TOPS OF JOTS. UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER zi z o a - al a = W C7 U w w _ Cr Q Er w O t) �- DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y y P g g q y SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other a roved water -resistive barrier shall be a lied over studs or sheathin of all exterior walls No 15 as halt felt shall be a lied 1119, L-L PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A PP PP 9 P PP horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. ILI 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1S WC EMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW PP g 9 PP (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" 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 VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. Ila INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMANVDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under <> stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 7 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7. 7.At built-in autters. LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER II 3-1/2" INCH FLANGE III THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) ti o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS 1STER STOP A NTINUOUS BACKER ROD EALANT VIENTITIOUS FINISH JCTURAL FRAMING JCTURAL SHEATHING P OF SAF NAGE PLANE WRB D BREAK WRB 4TH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N CO °' !� i ✓ p fl- o O�i� �aMg io o (n CV t N CV Q � O7 i E d C) � 3 � m is W W o a _ � N fl- �e �o a � 0 N U CV 00 � T •.- t is `�) (- 11 •. r �O PA. 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 -4O "T EE US N N $ N Y CO to � d) Q � rl a cN' v M 1, Li a y C7 0 13Z Z _ Z O 2 N 8 0 0 W _- �. o 02 dJm co �� 0 IL w N co Z 0 (n 1=- OU ❑❑❑ z W U' C') z Z n Q rz „� cov)Q) N z (D ci13 s C1 GX .22 LL c L. -2 O w 8 V) c (� �(a '3 r- rn W N E L z Q Y O W M J rya � Z � � E a� <� QIL o Z® 1- ru O mo. U ��°a o0 QU Z o Q o ao ¢ Z �z -3 OU m0 �� Zz Z maa) ; �m< r° �Z 8 o a0 W m LL <2 �w �K o w� >'m v of a= a 3 oJ=) 2 � J L ! m p- ( 0 L. Q ca c� Y � T T U in Lf7 4-1 VJ LO l n LL ch .0 0 Liz Lf) co CD CV Q lqt oo T 0 N L` M j o Z Z :3 T h E 0 ci a o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. WP Mounting Brackets (110 Gauge[ +V2*x+l12'x2-12' 4. fir back Cross Support (May be cut to W) See Anchor Schedule Right 8faCket (16 Gauge) Bolts 112" Dia� A3!25 Galv. (Typ') as 414Self-Drilling Screws 10-51811- A/C Unit Bottom Edge Hurricane Strap Washers (Typic-al-, 3 in front) Front Cross Support SeW�klng Nuts (May be cut to W) Left Bracket (16 Gauge) 11114 Self -Drilling Strews Thru Brackets 8 Back Cross Support lrtci A/C Unit Bottom Side (Typicalt 3 each side for hurricane use) msiaLhuuJo -�- - pt-" -th-h Hw-c.A. R- Italised SW Dt" arvAllabille, upon nallaw to arm apio�r) Flonda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fiegairi 12?lvml A I'll Y-4-A -11-71F �01KXIR% ":" ItIR -1111 I Ingiarcir 121111 2" Date limedria Multi! version likerarlandwror Contact Validated as val"od fultorthled FlIC Roll Aporpire AMR Aditimadlon 2020 Barred Vord Products, Im Morris Graluirn Hammer N-PZ- Locke Swilen P E 12mar= 12/10=0 IM&2020 Aq..,d caseekily: Structural Composion's (877) 441-631M PE-73778 (334) 300-1800 "Couinglow. Produce Introduced.. Is. Now-rocchurawy Cariplioneo Method E�Iuatrcxn Report Irom a Floods Registered Archtlect or a Umsod Florida FLMM4MPm&tk Protons, Engineer J�a Product NEW 1111111i QuolvAmnancer AverwrodforUss Ascrovell for Use Priddlect Q0239al in HVHZ outside KVNZ lemact Rindeduard Deeks Is- - - SmadVent Model #1S40 S10 Du:: F nellon Flood end Ventilation Vem IV3112023 Y. yea N/A .100�Lloo 2 Smarnlard Mode; #1540-511 Do F-ficinFlooditadViinfl.b.Voint IMIJ2W yes Yes MIA -100A100 3 G=ffv�d Model 91540 M n:ulated Flood Vent 201/12M yes Yes �213112023 MIA 00 :�oo'11'1100 4 SmrtVaeAWIDd11:$1540� I in uletedFlocciVervt 1. yas MIA 5 amit%rantliboda #1540- 4 I"q..t; Glass. Door Flood Vent 12r3 12023 Y. Y- MIA N,% 6 asnortVierrt Model 01540570 1 *1 Mlood Well Insulated Flood Vent 2J3 1200 yes y 5 MIA -10D)LlDO 7 amartVart Modal #1540-574 1 14.514clud. Garages Door Nicoll 21311/2023 yes Y. WA NiA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applicationi Detail Pop 101 1114,21121 no ENE Date 212 confict ValkWW M Vialithiled SUbmittild FBC Anor," Annovied 1111111a. R.,alon 2020 Drexel Metals. im. Jarldr, Shumate Zisdurry, R. Priest Locke Bocloo P E INIMV2020 (IBMS12021) OM012020 lon3w?o Appea-d Category: pooling 5021303-1511 PE-7021 (334) 300-18DO succanagoing. More Reel Conlplo=e 119thade E%eluatlon Report from a Florld. Registered Archlact or I Licensed clients FLSIZM.Rfl Products Prooneirlortal Engineer Produet Description QuaRvA��e Approved for Use ApproWd for use krulact Deal Conlidi Date In INVM Out" HYM Rodusleffl Prisisure ONG 100"s ove; 15066, DMC 1,,5r, DMC 20m� yes No NIA +o�iao DUG 5V Florida Department of Business & Professional Regulation Building Codes arid Standa rds Product Approval Application Detail Bray or Date Porrulno sin An vbmlm mwgrfactum Maddadard 91 Validated ag,,wiw FBC A,, -,I Areardsed star- Rv�liiqn 2M Thernall-Tiv Corporation SIM Jagporsorn Lyndon F- Schmitt P.E- Ryon J kleg, P, E, DV1 5r202I 12031r2020 0412202021 06AV"21 Appr-d Category, Exterior D� (800843-Ta 8 PE-43409 (813) 781-6056 SubCatergair, Siringing Exteor Door Assemblies slospereori(lithermatru.c Compliance Unhod: Evaluation Report from a Florid. Regional &-cliflard a a Uc-ad Florida Professional Entilneer FL02MU34t5 P1,dMWa Quallb, Aleassockir A,,,,d for Use A, .. -d for Laws laggild psilice, Ant iss"'Mot Model' N"'bar., Name Product Donscrudion "I" ad, In HVHZ Outside HVHZ Realwhot g- 1 o, Thimne-Tru Fit, ser, and Smeath-Ser Noinninal 611,009:11 6quotimpect9cluct; Opaque 12fJ112028 No Y. yea WA Conposhe Edge Fbarguss Single Door clasainglOutirellno* X configurallon) 2 b Therme-Tru Mb.-Ceilli-d Smorrill-51.1 Nominal 88,0139 B ikouctimpsoUquol: Opaque 12t3112026 No yes Y. NIA Composite Edge Fic".., Single 0- -M "Itille], answingiOurtshiring: XO. OX of OXO ocnfigurollon" 3 C. Therms-Tru Fiber-Clanisk, it SM00th-Star .. 014#391 liquotimpandequot, Opaque 12t3i/2026 No Yes yes IVA 4 it- The-Tru Fila-lassic and Smooth -Star 5 . Th.-Tr. Ricar-4-1. and S-0-Slar 6 1 Thavria-7n; Fbaramsh: and Smoon-Sta, I Is. Thamu,Tru Fiber -Classic and Smonth-Star h. "ThemasTru FrIber-Cla"c ad SMOOM-Sftr 1 Themas-Tru Flbw.Qassk and Smoddi,41tar 10 1 rhorme-TruMber-Claa5koridSmoolls-Star 11 k, Theorria-Tru FlItor-Ctassic and Smoctri-Ster 12 1 Th--Tni Fliber-Clissic .4 Smoolls-Ser 13 m Tharrna-Tru Fiber -Classic and Smoolth-Stw 14 n. Th.-T. lcltosr--la.q� ad Sm-Ill 16 a- ThormasTru Rber-Classic and Smoodr-Saur 16 p. Tir.-T. licber-CI.We and Smocith-Slisr 17 q. ThtimerTm Fiber -Classic ad Smoodi-Slar Composite Edge Fiberglass Dilutor Door w1h) or vftout SideMn ilnswlnarout�ina XX or OXXO configurations) Nominal 8&*32,0 awtorpeclaquot Opaque Composite Edge Fiberglass &WO D" cinseingfourtswing;X onligunition) Nominal Sell &q..,impicoquat Opaque Composts Edge Fiberglass Si.0. Door kh 3da4WWI-IngM,9s.ing;X0.OXcrOXO conogunition.) Norninal 119409.0 i1quar;ln-clact&,quat Opaque Composts Edge Fiberglass D-blis D- eith . �Ith out airlines XX or OXXD ocaniguirstions) Nominal soul Glacced Composes Edge Fitiorgea- Glass. Door (biwAglomwi�: X emigur"m) Nominal 6841139.8 8,quotArloodLisucit; Guad Comprises E090 Fiberglass Reglis Door With adefft(s) 11"AlroloutPaing: XO. Ox or OX0 configunklan.) Nominal 69839.8 0wimPeeMQuot. Glazed Composite Edge Fiberglass Double Door VAth wth out Sdiates (InsamorOutseing; XX m OXXO Nominal a&*M.,O &qud;ImPd8,quctt Glazed Composite Edge Fiberglass Single Door (heafingfoxenrog; X configuration) N.1,dnsIa&#3e:0&qes*:InPa &quXGN..d Cormoolille Edge Fiber" Single Door with coroguration I Nominal titi &Mrst;Impac(diesicit Glazed ComPost. Edge IMcia3liess Double Dow with M with PA Sidefters anisilngfOutswing: )O� a OXXD edinflouration I Nanninal 6&939.8 &Q..t;Impaiddquot Glazed Mooed Open Conanposaft Use FIbergim Single Door it"""gfOu"ng, X corifigs rallon) Nominal 6&#32:0 "otAnparect&WO, Glouranct Mooed Open Ceoposills Edge Fiberglass Singer D_ all, Glued Modal Opan Sdelft(.) OX or� Otto consgunifions) Nominal 68" A &WaLknipacillquot Glazed Molded Op. Carnmal. Edo. Fibergesou Double 0- with oc�hcsu, G-6 Molded OW Skillet. XX a O)OCO cannourations) Nominal 6039:8 11,quot:11misteR&QUOL'OPedus, Composite Edge Fiberglass Sine. D-th Molded Open Sidolb(.) XO. OX or OX0 configurall-) Nominal 9&*M;g Oparnirs Cornpoofte Edge Fiberglass Double DWWRh or Wth out Grosed Mooed Open Scones (hovinglOunsallrag.)C(ar OMO oonlicurstions) 1=112026 No Y. Yes MIA 1=112026 Mo yea Y. WA 1213100M No Yes Yes WA 12all2am No Y- yes WA 12/3112026 No Y. yes WA 1213112026 NO yon; Yes WA 1213112026 No yes Y. WA 12J3112M NO Yes Yes WA 1213112M No Y. Y. WA 1=112026 No Y- yes WA 12131/2026 No Y. yes WA 12131/2M NO Y. Yes WA 1213112=6 No yes Yes MIA i2J3112026 NO Yes yes WA Florida Department of Business & Professional Regulartion Building Codes and Standards Product Approval Application Detail Plus I or 1 Slow cak Eni or Date Isendinto 2n Im version Mairsurtectnunis Conduct Validated IN Validated Submuffed Fill A,, -,I .-.d Re,,rol.r, 2a2O POT Industries Jons Ros"I Idistnt-Dack SCCO - CrR Miami-Daido 2COO - VAL 111,19=0 100312020 11 f2412020 APP-d Category! Exterior Doors (9411486-0100 (789) 315-2590 Subcategory: Solding Eirteror Door Ass -Was Compliarnue Planned: Cartill-W Mark a Lating Own FLM14W loroducit'll, 0,,Ib Asaur- Apannendflar Lim Amervinid for Use M219 Ralisin 111-110 Miarbar. Noms P-W 0-100- C.Wd Onto In NvHZ outside Restalant Pr.*- 9 =1170 mtuga Mass. Import) Vinyl Sliding Gla. Door "1412021 Y. Y. yes WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approliial numbers on the building components listed below if they will be utilized on the construction project Itir which you are applying Itir a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm lFiber-Classic IFL20461.1 112/31/2026 A. SWINGING aTru and Smooth -Star (NON-IMPAC1) +67.0/-67.0 psf Therim aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FI-15332.1 - FL1 5332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SEC11ONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/3112023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FI-8248. 11 + 34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FI-239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FI-15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL660A .P"T +50.0/-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FI-15353.2 NIA 12/31/2024 PGT Series 5500 FI-261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cem plank Lap Siding and HardiePlank Lap Siding FL13192.1-FL13192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL1 5272.1 - FL1 5272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Verded Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/3012023 C. OTHER 4. ROOFING PRODUCTS A. ASP HALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (Ibr Shingle Roof)l 151b Felt Underlayment FL12328 NIA 6/2912023 Plyglass USA, Inc. (for Tile Roo� POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VEN11LATORS 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 NIA 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FI-7849.27 - FI-7849.28 NA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FI-7849.20 NIA 12/3112025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FI-15076.1 - FL1 5076.2 N/A 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FI-1999.4 111 12/31/2024 MiTek Industries, Inc. Truss Plates FI-2197.1 - FI-2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FI-6527.5 NIA 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 IWA 5/2512024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following inibrmation must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business & Professional Regulation Pac. I of 3 Building Codes and Standards 1125022 Product Approval Application Detall "I' - Entity car Data F-Wdlna La Version Manufacturer Contact Engineer & Ucendle Validated Yaliclated Suldmillited FBC ApproW Awroved MW Revision 2020 ThomvTnu Corporation $*-a Jasperson Lyndon F. Schmidt P.F- Ryan J. King, P.E. 07r23= 07M20020 07129=0 10113Q020 Appr-d CK@gory,. Exterior Doors, (SW 843.7M PE-43409 (813) 767-85% SubCategorf. SWIngling Exterior Door Aseemblift Compliance M*Mod: Evaluation Report from a m Florida Registered Amirtect OF 2 Licensed Fiords FL22047M Professional Engi.- Prioductoi Number or Name Produet Dedischotion 2iiiiiijbiLaXiii6illaU CorlosectExillierton Acurroved for Use &22MLfiW.JffJJn Do* in HvHZ Outside HVHZ A= Regiment 2l= Prossasure, 1 T7 r " tim-Clossic and Simpip"tar Nominal S&M.8 ftuotimpact&clucit Oplencisis, 1 W31 t= yeas YOM yoks NIA Composite Edge Fiberglass Single Door (I n-AntillOurt-ing; X configuration) 2 b. Irthimma-T. R ber-Clasalki and Nominal B&Ii 11,quotImpactilquirt; Oplectisis 12J31r2m Yes Yes year WA Composite Edge Fiberglass Single DoorWth Sdolks(s) PrissuinglOutiamno; X0, OX or OKO configurations) 3 c. Thorma-Tru Fbaer-Cliessic and Smoorth-Sbar Nominal &quotImpactillcluct, Opaquer 1213i= Yes Yea, Yes NIA Composite Eta Fiberglass Double Door vAh or Wthout Sideilties; (ImeMriglOutsiMrsgi; XX or OXXO configurations) 4 it. Theminal Fliber-Classic and Smooth-Stor Nominal B"39; 0 iliquot; Imp2ct&quat� Opaque lzr3l= Yes Yes Yes NIA composite Edge Fibergil on Singlee Door O'sviinglOulenwing; X coZartion) 5 a. Theirma-'rm Filb-Classic and Ismooth-Star Nominal 8&#MD Ilsclut�,paiiclLci Client- 12r311= yes Yes, yea NVA Composite Edge Fiberglass Single Door .0 sidelili iingvAnglOutesiano. XO, OX or OX0 oonfigunations) 6 f Triernmes-Tru Fiber -Classic and Srrocth�Stsr Nominal 8&03@r.0 &citectlimplict&q.ol; Opaque, 12/311= yeds yes. Yale NfA Composite Edge Fiberglass Double Dakor �ft or 10111ho.t: Socialites (Inonving/Outswing; k(or O)D(0 ,configurations) 7 g. Tbarmia.Tru Rber-Classic and Smooth-Stsir Nominal 6&#MS &quatimplactliquot; Glued 12f3l= Yes yes Yes NtA Composite Edge Fiberglass, Single Do"r O'svingifOutiuvring; X configuration) a h. Therma-Tiv Fiber-Chounsic and Smooth -Star Nominal 8&#*. 8 INquatimpactiliquist Glued IWV2022 Yes Yes, year WA Composite Edge Fibicrilloss, Single Door, Yirith sidelit"(s) (11-vorry/Ooniong; )Q. OX or OXO config uraticurs) 9 i Themirds-Tru Fibler-Classic and Smooth -Star Nominal 8&#W.8 &duatimpectiliquat; Glazed 1 2r3l Q= Yes yes Ye's WA Composite Edge Fiberglass Ow ble Door With or ..L, 9icellbods (Irderining/OutoWng; XX or OXXO confillurartIons) 10 J Themra-Tru Flicer-Classic and Smooth -Stair Nominal S&#3Qi 8quot;Impact&quo1; Glazed lWi= Yes Yes Yes NIA Composite Edge Fiberglass Singlis Door (In-ming/Crut-ng; X config-t-) I I k. Thesms-Tit Flicar.Clacesic and Smomh.Star Nomine I 8&=;0 Siquot Implactillquorl; Glazed I V31 r= Yes Yeds, Yes, NfA Composime Edge Fibergla"Single Door �ft Sickelitiols) OnsWrIgroutswitZ X0. OX or OXO configurations) 12 L Therma-Tw Fiber -Class. no Smooth-Sbas Nominal 869WO Squotimprocillquot; Glued I2r31r2QV Yes ym Y- WA Composite Edge Fiberglass Double Door voith or vorilrourt Sichelirteas (Insoving/Outswing; XX or =0 configurations) 13 m ThemnaTru FRiN.C125SIC 2 no Smooffi-Stat Nomin21684M. 8 Ilquatimpactilril Opaque 12J31/= yes, yes� Yes NIA Composite Ede a Fiberglass Single Door With 11quotNors-ImpiroAquoti sidelition(a) (In"nill'Oubsinnni XO, OX or QX0 configursdions) 14 n. Themmi Rbar-Closil and Smooth -Star Nominal 6&01l� 8 9questlimplaclAquot, Oposqua 12t3l= Yea, Yale YM WA Composite Edge Fiberglass Double Door �vlth &cluotNon,lincractIlIquot: Sidollides, (InovengfOusswng; OXXO configuration) 15 o. Themna-Tru F ber-Claossic and Smirooth-Star Nominal 8&M; 0 Squat kmicsserlIquot, Opaque, I 2J31 r2= yft Yets yes VA Composite Edge Fiberglass Single Door Wth &quol;Non-Irre:&c1&quot; SidellWo) (I novinglOurtswing; XO, OX orOX0 contigurations) Is p. Therms.T. RbarZImic and Smooth -Star Nominal 8&M;O &qucV4Imld;ct&quo1; Opaque 17J31rA22 Yes Yes, Yes NfA C'mposmor Edge Fiberglass Double Door woth &quot;Nan-Irnpact&qucd, Sidelfters, (InsWing/OrstaWng; OXXO confUunlificin) 17 q. Th--T. Fiber-Claiiiii. and Simccotti-Sta, Nominal 6&039.8 &quc*,Non-lmps&Aquo1,.. Opaque I 2J31 r2M Yes yes No NIA Composite Edge Fiberglass Single Door OntomrofOuranning; X configurtirtion) 18 Thai F-ibler-Claidek, and Smooth -Star Nominal W31R.8 Squict.Non-Improoltiquot; Opaque IM112M Yes yers No WA Composite Edge Fiberglass Single Door wft Sidelti OnsuonghOulesuing; XO. OX a OXO configurations) 19 Therma-Tru Fiber-Oleask; and Smooffs-Star Nominal 6&#39;8 &quot;Non-Impact&quot; Opaque 12131= Yans. yes No VA Composite Edge Fiberglass Double Door With or Without Sidelites; Qn;MrVOutPMng; XX or OXXO ccorfflourationsi 20 t Thermice-Tnu Fiber -Classic and Smooth -Star Nominal 8&#*.D t1quatNon-ImplectIlliquot Opaque 1 Z131 r2m Yes yes No NVA Composite Edge Fiberglass Single Door (In-criglOultanring; X config-fi..) 21 u. Theirmia-Tilu Fiber -Classic and Smoath-Star Nominal 8&#391.0 &cluctilon-Implactliquot; Opaque 12131= yes yons No VA Composite Edge Fiberglass Single Door Aft Siderlite(s) OnepinngtOutPitong: XO, OX a OXO conflwarlions) 22 v. Tho-7m and Smoolti-Simr- Nominal 8a#W;D &q..];Nn. Cipasq- IMI= Yes, yes No NIA Composite Edge FI beirglaces, Double Doot Win or Wthout Sideliths, (Imanring/Outworino: )01 or OXXO configurations) 23 w. Thormel Fibler-Clessic and Smooth -Star Nominal eMS;8 dituatNon- Imp1d&quot; Glued 12nl/2= Y" Yes No NIA Composite Edge Filsonglaossi Single Door OnlosingiOurbsoririg; X configuration) 24 s- ThemorJru Filder-Clasaic and Srnocth-Star Nominal O&M.8 illcluot:Non-Impacdcuot Glued l2J31= yeal yes No MIA Composts, Edge Fiberglass Single Door ""'In Sidelkii(s) OnaWnglCutswiling. XO, OX or oXO configurations) 25 y. Thermil Fiber.0assic and Smoolth-EWT Nominal 6&039:8 IliquouNcin. Impacilliquot; Glued 121311= yeas yed; No NJA Composite, Edge RbowBudiss Double Door Wth of Wthout Sideltipas (IndayingtOuterving, XX a OXXO conlikurationne) 26 L Themns-Tru Fliser.Closse, and Smooh-Star Nominal 8&*M:O 9quotNen, Irnpactiliquot Glazed 12Wr= yeds Yes No WA Composite Edge Fiberglass Single Door OmP,rarki/OldrivaoinsL X configuration) 27 ze. Thersna-Tru Filloce-Clauss. and Smooth-Stear Nominal 8&039:0 8quictNon, lrrpact&quot Gladed 12131f= Yes Yeas No WA Composite Edge F.bangloas Singl. Door ith Sidelli (InowngOltawng; X0, OXor OXO configuration.) 28 A. Therma-Tru Fiber-Clasoic and Smooth-Ster Nominal 85,039:0 &quathion-Irripactiliquot. Glued 12131=22 ye,o Yes Nlo MIA Composite Edge Fiberglass Double Door Wth or %dout Sidelites OrwitsinglOurtswin.)Now OVO configurations) Florida Dope rtment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pag.1 12 i5=21 .06 20 21131. all easier gm version starealrestainar Contact Eirialressr4l, U-, Wals"an IN YAW" Bulannited FBC Adionnail Aagmnd mAn RVAV- 2020 MI Undoes; and Doors Brent SLOW Luis Roterto Locus St-n M. Won, PE 10006=20 IOM&2020 1GAR/2020 l2m5w2o Aporand Coastal Estonia Doors (717) 385�3300 PE-Ml 4 f7l r) 317-8454 Subcategory: Siding Exterw Door Assemblies ciatirigierCirilld- coarriplighto Method: Evaluaborl Report tom a Florldelitarts radArdineactors Licensed Florida Illu"5113240 Professional Engln.w lansclue, 1.119A Number y Hams Quality Assurance ApprosNicl for Use Ador"ed for Use Product ooscrt)do I ascension DA* In HVHZ Outside, NM knwA Reshrunt Detail Prossurs 1 U UM SSWW SERIES 420 ALUMINUM SG0 CX0 1 M1121124 No Yes No WA 145 31"qwd0,W&.quoC NON -REINFORCED 2 SERIES 420ALUM�'N41JIVI SERIES 420 ALUMINU M SOD OX XO..0 12GW024 No yao No MIA 96&q,ct P'80&qJt NON.REINFORCrD 3 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OX0 1213112024 No yes No WA 145-3/48quatx9dil,ou ; 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUMSGD REINFORCED OX 12J31=24 No yes No WA XO. XX 9%quotX96,16cluot; 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 1 7J3112024 No Y. No N/A Florida Departmert of Business & Professional Reglu lation Building Codes and Standards Product Approval Application Detail Pag. i of 2 lami um kwkz 292 20 Data penclon gift Versloor Illaniffactiurair Conad Brelineer & Ucamso valmklw By Vallisidded SLbmm FQC Ascroyal Atuaroyeal Jim& Roulskin 2D20 Ware-Daton, a revision or Overhead Door Dwayne Kmish John 5 amiss Je" P A.-. P E 1DA212020 0%Q9020 10Q3=20 12A5m2o APProued Corporation MD)76"121 PE-61737 (904) 821-5200 Catainars, ftlesim Doon dKointrilho"ift1�111111rcric SultrCielaticur. Sedionill Eirtiereir Door A-Ml. rall Complioncis Ndbod: Evoluatio, Report from a Floods RogidersidAchilect or a Licensed Florida FLfM"M Professional Engineer Products Imll Modol. Number or Ram Product Description ou,lit, A,- AggigglieugLitia A-,,W for thoo koami Cienti Dars In Inviliz Outside R@dKWt 21" 3 =82001111105 SUM. Mo. kkh � 14&,W� M. height. Gazing No Yes yes -31.0005.00 available in top or ofterwil reetion 10 001)(1/410*1120Q#1123 164IM; Max wift, 14M Mu hoot. Qlating 121312023 No y4s yes -30.90,L33.50 innillablis in top or Inlormnedlete section, 11 8000A81 001820D 01124 16MOS M.,Adh. 148,1139c Va. hknL Glazing 1 V31 r'2023 No Yes yes -34.40JL36.30 misiWe in top or Inteirriedidlis section. Florida Department of Business & Professional Regulallon Building Codes a nd Sta ndards Product Approval Application Detail pagal (A I IFIM1 Enft or Dak 21a Date, Pondinci Rat mm VN- Manufacturer Contact Enallnew A Lesions, loildeali'lit" V.Vddd Sularairded LWLA02MA A111--d man RenAsion 2020 Curries Division ot AADG. Im Tom RAIrtily UL LLC Troy Bishop. P.E. 1211012020 12113 ino7c 1 Z2 1 rA 20 App­1d CatiloW. Elideft Doors 1 494-2813 ilt!54)94?�0860 ;-641rdtw@ "Callaoi Exteilw Door Components - - - oly.c. Connirthentli Modnock CoMlIcatim Mork a Leting imi Products Modd, thimbar ur Nam Quality Assurance Product Detrained, Cientrad EXDWafim Does Acendiodids Use AncerondforUser In M`41,111! 2kWdL&K Impact 1:141,401111 Resistant Frassurs 1 607. TOT, 7`21, 747,757, 777. and 547 Snigi-ol Pass of Fl.dl. Glazed, and Louvered hil Pat,, or 12131112M yes Y. Yet WA Doors hiclon, rrwW doers. Florida Depa rtment of Business & Professional Regulation Page I or 2 Building Codes and Standards Product Approval Application Detail code Made Door Date Pannonia two M121 version manuracturu contest Emessider License Vdidded W YAU= 111111201111121 FBC Accuravall A,-,W Ro,Asion 2JD20 Mi Wndm wd Door Braot Sitilloglar Annodcan Architectural Stoueri M. UrichL PE IV1712D20 11117020 11127r2O2O Approuod calf": "nook" t7l T) 365-3300 Mentilecturners A - - - t- (r171, 317-a454 lubCallogirrin. single Hung buitinglarerrilwornern, .tlellionse Idlooliod: Condodo Mars or Liefirra Quality A-- AUWUVd for thill Acionsinedf,11, Insect 229M 2 �tIModal. NLnbK orliarm, Product Dwilovinn in HVIRZ Outside, HVHZ R"imart prosisure 52X72 FinSonew Frome, iGrG Single Hung 10108W3 No Yes NO -W-W Laminated Glass Cn > 2 o 2 CU -0 a) 13- U) . CD -L-- (D 0 -0 W ja C: CU 0 .0 -6-6 U- %+.- 0 CU > Cn Cn -0 (D 2. E L- a) 2 0�. �E ad U) 0- C= C%A Go or- Z Z W MJ 46; CL M .0 QM = LA- ca = C-4 E 0 act cc Cc 0, cu, JC2 T 7a E C.J U) L. CD E CD CD cu CIO > 0 > L- CL 0 fassill 0 0 C0 M CC W Z a - SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation Page 6 as Building Codes and Standards 1rNMD22 Product Approval Application Detail 29a Entlh or [ 20 )& babe Pending 201 mm Version Manufacturer Validated ve ldaftd Submitted FBC Aooroval Approved &Ntu Revision 2020 Theme-Tru Corporation St.-joirparson Lyndon F. Sdrmidt P. E. Ryan J. King P.E 10707/2021 EEY18f2021 IOM312MI 12M5=1 Approved Category: Exterior Doors (800) 843.7628 PE-43400 (813) 787S655 aubCategarY: glum ling Elteror Door Assemblies e)asperswl(llthermavu.co Compliance Method: Evaluation Rwwttrgm a on Florde Registered Architect or a Licensed Florida F1.9104 Professorial Engineer 1-R7 Products S. eo$ Product Model. Number or Name Qrrelitvattia a Astrovedfar Proguctt?eacripnon Contract Fardratk n Date In HVHZ Use Aooravedfor Use Outside HVHZ Impact Resistant Desion Pressure 1 a. Thermo-Tru Fiber -Classic and Sm x th-Star Nominal 0&639:8 &quMNon-Irrpact8quot Opaque 12r3l/2022 No Yes 14o NIA Composite Edge Fiberglass Single Door (I nsaing/Outswing; X configuration) 2 b. Thernna-Tru Fiben-Classic and Smooth -Star Nominal 6U39;88quJthion-Irrpad&quot Opaque 1213l/2022 No Yes No NIA Composite Edge Fiberglass Single Dow with F4delke(s) (Insvnnq)Outenirg; XO, OXa OXO oordiguref.r.) 3 a Therma-Tau FHmr.Classic and Smootin-.Star Nominal SM39:3 dquotiNon-Impap&quot; Opaque 121312022 No Yes No WA Fiberglass Composite Edge Double Door wdh Or without SMelibe (IdaavlriglOutaAinC XX a OXXO configuragons) 4 d. Therms -Ton Fiber -Classic and Smooth -Star Nominal 7&0'.A9;0 &quot Non-Irnpool&quot Opaque 12131/2022 No Yes NO NIA Composite Edge Fiberg lava Single Door (I mming/OutMMng; X:configuration) 5 e, ThemM-Tru Fiber-Clasao and Smooth -Star Nominal 7WISRO SquctNon-Impad&quot Opaque 12731/2022 No Yes No NIA Composite Edge Fiberglass Single Door with STdelie(Is) onavAnD(Outswing; XO, OX a OXO oonfigurations) 6 I. Therna-Tru Fiber -Classic and Smooth -Sur Nominal 8&Q%D &quotnIon-Impaot&quot; Opaque 12/312022 No Yes No NIA Composite Edge Fiberglass Single Door 0n nvingloutswna; X configuration) 7 a. Tham-M-Tru Fiber -Classic and Smrooth-Star Nominal 8 ill &quOLNon-Impact&gwt Opaque 12/3112022 No Yea No WA Composite Edge Fiberglass Single Door with Sidelte(s) onswirlg/Outevving; XO, OX or OXO conk ura0ona 9 ) 8 h. Therms -Tau Fiber-Clomeo and Smooth -Bier Nominal 84#39;0 &quat; Non-Impad&quot Opaque 1213112022 No Yes No NIA Composite Edge FlIsevglass Double Dow Win or Without Sideleas (Inseving/OutaMng; XX or OXXO configuratiore) 9 1. Tberma-Tru Fiber -Classic and Smooth -Star Naninal 8&839s&quctNon-Imp*aAquok Glazed 12W12022 No Yes No NIA Composite Edge Fiberglass Single Door 0nswinglOutswig; Xmrdiguration) 10 ). Therms -TN Hoer-C"We and Smooth -Star Nominal &&#M;8 &quothlon-I mpact9quot Glued 12131 2022 No Yes No NIA Composite Edge Fiberglass Single Door vWim Sidelne(s) (InsWngrOutsWNng; XO, OX a OXO configurations) 11 It Thermo -Tau Fibet-Classic and Sna oth-Star Nominal 6&k39;88quothlon-ImpaUAquM Glazed 12al12022 No Yes No NIA Composite Edge Fiberglass Double Dow With or Wthout Sldelites (Inawing/OuGsrdng; XX or OXXO configurations) 12 LTherms-Tru Fiber -Classic and Smooth -,Mar Nominal 714a39;0&quothlon-Impact&quot; Glazed 12/3172022 No Yes No NIA Composite Edge Fiberglaw Single . Door (InswrigifOutswng; Xconfigurabon) 13 m.Thermo-Tru Fiber -Classic and Smooth -Star Nit ial 74d3g;04quotNon-1 mpwt&quok: Glazed 2022 12131Io N Yes No NIA Composite Edge Fiberglas; Single Door v ith Skfelke(s) 4 nsminglOutswing; XO, OX or OXO configurations) 14 n. Theme-Tru Fiber-CMsale and Smmth-Star Nomhal 8S#39;0 &quothlon-impactilquet; Glazed 12/31=22 Na Yes No NIA Composite Edge FlaergumsSingle Door (InsiWnglOut&wng; X:configuration) 15 o. Therrra-Tru Fiber -Classic, and Smooth -Star Nominal 8 ill &quatNoo-Imp ulWat; Glazed 12131I2022 No Yes No NIA Composite Edge Fiberglass Sing le Door *in Sidelhe(6) (InasaingtOuisw)ng; XO, OX a OXO configurations) 16 p. Therrre=Tru Fitar-CWhi lc and Smooth -Sur Nominal 8039;0&quotNorr-Impact&qud; Glued 12131/2022 No Yes No NIA Compodte Edge Fiberglass Double Dow Will Or Without Sideltes 0 nsmingiOutamng; XX or =0 configurations). 17 q. Thermal Fiber-Cleaso and Smooth-Shr Nominal 111ii B-4quotNon-Imped&quok Opaque 12/31 r2022 No Yes No NIA Composite Edge Fiberglass Single boor Wth Transom (I nowngACkAsWng: GUX configuration) 18 r. Theme-Tru Fiber-Claesio and Smooth -Star Nominal 69ill 4qugtNon-Impao quot Opaque 1213112022 No Yea No NA Carrion. te Edge Fberghsr, Single Door lath Sidelite(s) and Transom (InawirgfOO.Wng: O/XO, O/OX or OIOXO mnfigurabops) 19 a: Therma-Tm Floer-Classic and Smooth -Star Nominal 6&fS);B 4quot Non-Impact&quot.Opaque 1213112022 No Yes No WA Composite Edge Fibers lase $ogle Door with Sidelae(s) (Im v inglOutswirg, XO, OX or OXO Continuous Head and Gil wnfiguratone) 20 tThemis-Tru Flic-Clasak and Smooth -Star Nominal8WW,,O Squat Non-ImsmeMquat Opaque 12I3l/2022 No Yes No NIA Composite Edge Fibers lase Single Dow with Sidelke(s) (InsWnglOutow g; XO. OX or OXO Continuous Head and Sit mnfrgulatiorls) 21 U. Theme -Tel Fleer-Classic and Smooth-Stor Nominal SUlte88quW;Non-Impact4quot Glazed 12r3l/2022 No Yes No NIA Composite Edge Fiberg lass Single Dow vAth S clele(s) Qrlsv"VOutswing; XO, OX a OXO Continuous Head and :Sill configurations) 22 v.Theme-Tru Fber-Class-trait Smooth -Star Nominal8&#39;0&quot;Non-Impact&quot Glazed 12/31/2022 No Yes NO NIA Composite Edge Fiberg lase Single Door with Siddgats) (Inswing/0u15Wrrg; XO, OX Or OXO Continuous Head and Sit eormguretkars) 23 w. Tterme-Tru Fiber -Classic and Smooth -Star Nominal 8&p3g;0&qup0on-Impact&quot Opaque 1213112022 No Yes No WA Composite Edge Fiberglass Door Panels with Vented 5ldefke(s) 4navin910ubwwhg; XX XXX Or YOM configurations) 24 xL Themla-Tru Fiber-Qassc and Smooth Star Nominal86ill liquotNon-Impact&quot Opaque IV3112022 No Yes No NIA Composite Edge Fiberg leak Door Panele with Vented Sidelke(s) (InsWngOutewhg; XK )XXoXXXX coMgurs wis) 25 yThemlo-Tru Fiber-Clessie and Smooth -Star NomIro169032:8&qum-,Non-Impact&quot Glued 1261/2022 No Yes No WA Composite Edge Fiberglass Door Pa mils Win Vented Sidelke(s) QnsvoinglOutswig; XK XXXw)O= configurations) 28 z Therrre Tm Fbar -Classic and SriwthStar Nominal8&t13V:0&quctNon-Inpad&quot Glazed 1213112022 No Yes No WA composite Edge Fiberglass Door PonetevAth Vented S de[W&) (InsuvnnglOutcwig; XX XXX or XXXX cmfiguraggns) 27 S za. Therms.-Tru Fiber-Clasaicand nwo[h-Star &q , rrpa q Nominal Non -I d& uot: Glazed om real0&&+�;8 uot' 12/3112022 No Yes No WA Composite Ewe Fiberglass Single Dow with 3&i39,0 Sidelke(s) 0 nswinWOutsWng; XO. OX a ONO ownigurallons) 28 zb. Tnama-Tru Fiber -Classic and Smocth5tsr Nominal 8&SW;8&gr.at;Non-Impact&quot Glazed IV3112122 No Yes No WA Composite Edge Fiberglass Double Door with 38e39;0 Sidelites (InswingirOutawing; OXXO configuration) 29 ze. Thsmw-Tru Fiber-CWsao and Snwa61-Sir Nominal 881g9;08quotNon-Impact&quot Glazed 12131/2022 No Yes No WA Composite Edge Fiberglass, Single Dow wkh WIM0 Sidelke(s). onswingfOutsWng: XO, OX a OXO 30 zd. Tterma-Tru Fiber -Classic and Smooth-Star confguraaana Nopd 8&�:0&quo1LNon-ImpWI&quot Glazed 1213112022 No Yes No NIA Composite Edge Fiberglass Double Dow with 38=9;0 Sidetrack (InaWng/Outwoving; OXXO mntigurougn) 31 ze. Therms-Tru Fiber -Chows and Smooth -Stet Nominal W39;0 ilquotNon-ImpeM Murk She" 12/31r= No Yes No NIA Series Composite Edge Glazed Fiberglass Single Door Wth Or WthoutU01392 Sidelite(s) (I)eaii Cutawiog; K OX..XO or OXO omfegurations) Florida Department of Business and Professional Regulation Building Codes and Standards Product A Application Detail d ct Approval PP Fonda Department of Business & Professional Regulation Pagel at Building Codes and Standards 1Fu/20JI Product Approval Application Detail ?M. w '... mod)` - .„ �": M110,NIX-, .,...1-111 .��"� .�-- -_ . ;'W�`T`;v W1 - 22& raiftv or 2a4 Bits Dan Formall8te mat Y"on ManufazturM Caged boruesrA 1.1con" Vol lated By Wld#A auwltt4 P110Auoroval Appraisal ffim& Affirmation 2D20 PGTlnduatiee Jena Rosowdd Maml-Dada BCCO -CER Maeml-Dade SCCO-VAL IlM/2DW 1100SM20 111lir2020 Approved Category: Wind n (941)486-0100 (746)315-25M subcategory: Engle Hung lro Mklglpppndkisaieac Compliance Memm: Cartacati-Mark or hang FLiida-R2at4ogrwts am 3ea;r RotdNt Modal NMta a Nome Corned Elblratlm Dae Amrovsd for the pRargyedforthe hogyg Doe- j XVXZOutside HVHZ Rooms" $tEEYL 2 8145500 (Large ueasie Impact) Vinyl 9.91. Hung WMndan 07/30=25 Yes Yes Yes NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.ge 1 ,f l tM0021 99da latf9LgL 2" 299 lL4.PtONm Ale TV- ManuhcW- cwiad Errdneera Ucemn Validated By Validated Sulandth9 E13C Aoorovd Approved MfMmati. 2020 PGTlndrslnes Jana R..ow.N W.na-Dyda BCCD -CER Mhrd-Dade 13CCD-VAL fi/oMD20 IiWd020 i1milm2o ApprMd Cabal Amdaws. (941)48g-0100 (706)315-2590 aulsCatagoll Filed irosawsp@pgdMusmea.c E1.102434124 Ptoduda CArtpllppea Method! Canti-11. Mark or Ueang son - R-A1cF Modal Number. name Arch, A, AmrovM far into Acer-dfw Use Incead Issawn loroducl Coninflotim Contract Exchrations Data in HVIjZ Outside HVHZ $emissant t'reawn 5 PW-5= (Large MI"l. Impact! V. 4 Fi.,d Wmkw 04A02025 Y. Yes Yes NIA Florida Deportment of Business & Professional Regulation Fee.I dI Building Codes. and Standards rurzo2l Product Approval Application Detail Yam- m~sa>,.-.as„a,� , .., zra�.. <.=€ _ i.��4 ,.-r -�a=_v_4",.,- ,.t• 3r- .a..�,_. ,a= £4sH "Yor Alt 291 2aAPWlnco 20 jygg Version Manufacturer Contact Endrol License Validated By Validated Molded FBC Asarogl ya,,Id at% Ravt.l., 2020 James Handle Bulking Predicts line. Chad Dtercks V. Andrew Ton Jah h southard, P. E. 01A5202h 12/4/2020 01A 021 dleg FBC Appn Category: Panel Walls (909) 545-83511 PE.NW2 (352) 367-2526 "Calogary: Sldng ched.dieraksMam.sherd Compliance M4MOc: Evauation ROW tom: a dun Florida Registered Architect we Lira rl Florida Prdassbnd Engineer FLa13182-up,aduds am# RoductMom-mmba"Name Product Damascus gualty Assurance AnrsAisc coltmiaxokowRl InKVHZ se Approved for Use out"HVHZ Impact oodm R.41"9 Pressure 1 Canplank Lop Siddg inter -cement lapsid'ng 12)312= Yea Ye. NIA WA 2 HerdePl.k Lap Mding lber-cement opsr$ng Ini2023 Yen, Yea NIA WA Florida Deportment of Business & Professional Regulation Page 1 ert Building Codes and Standards IW.D21 Product Approval Application Detail .. '°�, K'�%�`"�Y-- -" 1 fi`` -°• �F��< rn.: e . i.-v 'i � - '�k ;°a r Cc& t,ntlm or Data 20 Dote Pending ftt mm V"- Contact End,,&Jadoe Validated Be Validated SwindhWill FICA®mrw Appe g SLOd Reu.i. M20 MI Wlndoas and Donna &Nt S hunger American Arch tedusal Eleven M. Joan, PE 1bL18/2021 it1Aar= iati VA20 Approved Caegarl Wifdales IT17)385.3300 M.nuiscturas AssocWtion (?IT)317.8454 SubCastio : Horizontal Sider tnmngerOmhvd.can Compliance OWhoG (krdlkatioo Mark or Listing FLs151"4m Products.. Quality Assurance Amowdfe-Use Approved for this impact 2tldm sw Predict Model.NmmbvorNarrn rconaact Excitation EA. In.KWKZ ! assistant Pro- s HS ISO Fln add Flerge Frema 73.621nsuWed Go- 02/182024 No Yea No f351.55 Florida Department of Business & Professional Regulation P.g.i di Building Codes and Standards 1011=1 Product Approval Application Detail 29" EnIiY.1Y, 211a Alin 129a.1 am 71121 Yualga Maradocturor SPltaeL Endrneraucanae Validated YWkWtd Submitted PBCALmrovd Approved AL" Revision 2020 MI Wrdava and Doers Brant surge, WI. R I-., PE el- kit LMch. PE 10/0&%20 ima2020 10/1012020 12/1512020 Approved Cdagay: Warns- (717)365-3300. PE-82514 (7173317-M4 "Catgaty: Mull bsltlhgerQmlwd.00m Compliance Method: Evaluation Report tom a R.rW. Registered Architnt a. U-sed Florida Professwnd Engineer Quality Assurance AraapY.d for use Amrnvsd for use Imusid 92" Ysgft PreductMudd.NunherOrNoma lll.HVKZ Outside WAM tias({iast Pro-,. 2 57&t Vertical Aluminum Mulim 12/312024 No Yes Yes WA Florida Departmerd of Business & Professional Regulation Pape 2 of2 Building Codes and Standards IOR202I Product Approval Application Detail 'r Srffi! Enft or tat 2a! Dal Paxdrn 292 mm Vila- Manarfseturer Doped E..&,-a LI_ VdiAdad Br Validated BLbKd FBC Approval gggtgyd Salt(g, Reu.ion 2020 ANida Nick Thompson Lyndon F. Schmid, P.E Ryan J. King, P.E 021152021 071152021 0=021 04AW2021 Approved CA.gory: Pant Walk (330) 922-2389 PE-43409 (813) 7v7 is 8 SubCdepaty: Sdas nthompsonliieldde.cmn Co plies t. Method: Evaluduan Report from a Florida, Registered ArchAedor a Licensed Fl.dda PIA252rO4113 Prolenprnl Engineer proceeds - Qmlitr Asararce AmrovM fa Use AmruvedforUse Island - 2allial 9 a W." MgddL thanker Of Mama Product Daswtodlal Contract 11wrefim Data M Whir OrNMde KVKZ shudders Peaswn 1 a 6qua21-811lrot Bola Vem or Sold Vinyl Sofa 12/312023 No Yee No WA 2 b.&qudAli sce T4&qud: Seim Vent or Sdid%W Sam IM12023 No Yes No WA 3 c. &1Nd;Gremboor vintage Beaded&F39: Soon Vent or Sold Vary) Soffit 42/3 =3 No Yes No WA 4 4. &WOCOS&W-it Shclt Vent or Sold Vinyl SdM 12f3l=23 No Yes No N/A 5 e. 4qud,Ch other. Dakaquw; Scott Vast or solid Vogl Ste 12r312023 No Yes No NIA e I. &qud;Supa Small Sash Vent or Said Vi yl Wit 12/312023 No Yes No WA Florkla Department of Business & Professional Regulation Page I ai Florida Department of Business & Professional Regulation Page I or Building Codas and Standards Io am21 Building Codes and Standards 16=1 Product Approval Application Detail Product Approval Application Detail � �r ., .. . _. ._ f ,<- .. ,.. ..v • C _ r _ � � _ s...- _, . taw. ,��`� '��Kk� .,�. , 3*,t�fi„: _ vJ:.E.*a ^. .. - ;.. �'/9K°'. .. .......... :? ,.... .L^._..,-..rt... a.... � fi'...,_- . _ ., r , ,A +v. _. �`,�.6Y" .w... . _ , 3w.tnc, ..F..., � ..,...,._ :2....,� xs.,.'2 .. Sete 2ts 2" Doe Permit Rd, share or 291 MR Dote Penmre An mm Vedm Menufadury Contect EndrnaaLlcenae VaidalMa Validated omitted FBC Acomal Approvedegg jtiaa V,,]- Manufacturer SAS lihol-31,lciami YagdaBr Validated gllauttfffi Fac Aaurwr am& R<Widan 21120 TAMKO Wilding Products LLC Kord Eden Robert Worninen John W, KneieMgh, PE 10/142020 091292020 10A122020 12M32020 Approved Rm4s4an 202E L.V. Tharp", Inc. rile Thompson Archlteeturd Tony Christian Zachary R. Priest Steven M. uich. PE 09/1V202a 09/1WD20 091222020 12n52020 Approved Cdeporyo RoxNhg t417)524-11844 PE-59156 f954)772-6224 Metes Company(TAMCD) (913)24a-34M PE-74021 (717)3174454 subcd.gary: UnOenryments krsd ,aanataMa dun Caegol Racal tay199w0re19k0dh9,awn C"nplla n Memos E-velabcn Report two a SoOCapory: Racing Aeasawries that Mean Fto*b Registered Architect ora Learned Florida Imaginal Part ofthe ROW" System CWVIIMN Mehoh Eva4stim Repot tan a Professiond Engineer Florida Regulated Architect or a Licensed Flood. lirt1;2maa Products. Professional Engine" 34gL Product boatel. Number alName Quality Aaauranc Amroved for use Amrevsdiorlhs Product Desoricticus cornered Expiration, Dab iaHVfii Out" ImgJMt Deaia¢ HVHZ assistant pressure. 1NrdkvAswrvecs AmrowdforWs Acerwadfall Use IgutBGt 2*ft 1 TAMKOROOUndedaymems(HVHZ) Roof undadaymmlafor use inFBCHVHZ 0&292023 Yes No NIA WA $as$ RedudMadd.Ihenbralhirm product,Desgled9p JI.i�4,fi @IsiitiW padame junsd"olu. 1 TAMCO Fla Tap 04RIdee Vent vela Bale for Tie 26 ga. title rodventlklor edm beme 09"no28 Yes Yas NIA WA 2 TAMKO Root Uneeriaymenh(NON-HVHZ) Rmrundedaymmts for... In FBC nm.HVFC oaranu3 No Yes NIA WA 2 TAMCO Geoeene,*Vod 26 ga. 08/092026 No Yes NIA 41Df-52.5 3 TAM0001r-Rkpe Rod Vantv.4m Bale Npa. static roctvodator wit integrated horse OSMR026 Yes Yes NIA WA 4 TAMCO Round Top o1ARklge Vent with Battle fa Tile 26 gs slate Oaf,c istor afth bole OOMWO26 Yes Yes NIA WA Florida Department ofBusiness, & Professional Regulation Po9.1 dI Building Codes and Standards 117f= 3115/2022 Product Approval Application Detail FLN6259-R31 p ntty or 29" 2M J" 211& Smug Verelon Manufacturer Contact Engineer & Validated By Pending. ARRroved Approved Revvision 2020 PCILYG LASS USA MauryAlperl License John W 1012WD20 10/'22/2020 FBC 12115/2020 Category: Roofing S95423313305malpertapolyglass.com RobertNieminen Knezevich, PE AiiRl5ty031 Subcategory: PE-59168 (954)772-6224 11101/2020 Undeflayments Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Flonda Professional Engineer FLfl6269-R31 Products Quslly Aeeunnce Emiralon 8gprowd for � use ®rN)roved for tree Outside NVN2 = pension Pressurepate Sea N Product Nodal, Number or Name Product Deacrl ton M=t 1 Polyglaw Roof Underlayments Rooingundemaymetts 1d2112022 No Yes WA 4WAI.622b 1 Polyglass ROW Underlayments (HVHZ) Polyglass roof undemaymlents for use In FBC12123A= Yes No WA N/A HVHZ julsdldcxks. 2 Polydass Roof Underlayments (non-HVHA Polyglass roof undemayments,for use Is 12123d2023 No Yes WA FBC noMHVHZ Jurisdictions. 1 Polyglass ROW Underlayments (HVHZ) Pdyglass root urlderiare is for use In FBC 12r23r2023 Yes No WA N/A HVHZ IudMotione. 2 PolyVass Roof Llrldemayments(norl+dVHZ) Pdygle" roof undenaym enM, for use In 12I2W=3 No Yes WA •WA1-�2.5 FBC nwn4HVHZ jurisdictions. 1 Polyglass Roof Underte ants (HVHZ) Pot lass roe urtderl arts iw use in FBCi2123/2023 00 ( Z) Y9 aY n Y� Ym Ye s N o NIA WA HVHZ.judsdokons. 2 Polyglass Rotor Underlfyments (non-HVH4 Polyglass roof underlayments, for use In IZ73R023 No Yes WA +NW-6224 FBC n.n-HVHZ jurisdicdona. 1 Polyglass Roof Underlayments (HVHZ) Polyglass rod undenaymerts for use in FBC12J23=3 Yes No WA WA HVHZ jurisdictions. 2 Polyglass Roof Underlayments (non-HVHZ) Polyglass root underhayments,:for use in 12123r2023 No Yes WA +WW--622.5 FBC mmn HVHZ jurisdictions. Florida Deparlmerd OFBusiness & Professional Regulation Paw2d2 Building Codes and Standards 3a2023 Product AovalApplication Detail PPr T �.r�a �-va� � r- ate..- .... '�_��`L" „��-� •:,-_ �'.�`�' 20112 Eal4L-4L 2111 215 Dan Reclaims 292 IV" VeraWn Menur".t.- Cooled engineer a Llcvoe Validated By Wasted submitted PWAPaavd Approved autos Revision 2020 RAMA no. Ern Walden ICC Evaluation Service, LLC ICC EvaWaaon service, 01A32023 1212fb'2022 01A312023 ApPrwed CA."! 81-hiral Components 1952) M4163S LLC. subcategory: Tru. Plebs ewelden(imii.com (205) 599-9000 Cofhiellel Method: Evaluation Report tam 9 FLMig74Na#og Product Erauetlen Enly uds fnt Product MrhdoL Number a Moms $mild Aisur- Appryvadfv $oduc}„Dinstrjgt(m Contract Emlydion Ode in HM12 Un Approved for Use Igpac„1 Roll Outside HVHZ floosialad tSgsure 1 M16AH8 18 ga. high starlight dues wined" Plate I W 2024 Yet Yes NIA WA 2 hd189HS 18 go. super inch strength miss correct" pal 121312o24 Yes Yes NIA NIA 3 MI 1s 18 ga. bussuwnn dorpae 1W312024 Yes Y. N!A WA 4 MITI" l a ge- high strength vuss conned"gate 121312024 Yes Yes NIA N/A 5 MT20H8 20 ga. high strength truse eonneta pate 12J31)2024 Yes Yes N/A WA 8 TLIB Mria 1ag"ruesecrmedapetes 12r3l=4 Yea Yes NIA WA 7 TL20; M720 20 ga. tmn conned" plot. 1213IM024 Y. Y. NIA WA - NO �._. ,pg btav a 20 DNt Deb Pefdm 20 mm Version Manufacturer i Validated By FBC Approval JAveraged Status Revision 20M L-am Kelm. Je lad Ja es L Budma. P.E. Et-M. ur(Ca, PE 14232M 123/2M lirWO20 ,no FBC Appv Catsguy; Rool (5D1)9836163 PE-31242 (717)3174454 B1hCad"Mor Roofing Accessories mat de an kieneyeamenco.cOm Into" Part cribs Rooting System Cdnpli-Method: E WUVuW Report eon. Florida RegideredArd18at or a Licensed Florida Professional En rim Pt#trAz4tB Products OudWAswmce Approved for use Approved for Ilse lagiad Dasal Bona Product Model- Number orName Product penetration CoreraddEmitAlenDay inHVIIa. outtJmdVKz 111"daant pressure 1 Deck -Air' DA-4 orTRI-&rid Deck -Air DA4 Low Prefer, Polypropylene Reeds; Rod Vent 12r102025 No Yes No .97.51-97.5 MeahanlcallyAfteCMM to Pbwwd Deck. Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Standards lrr2D22 Product Approval Application Detail PP y � ,- 9211111! Entitvw 20 2dit _.,Date Pending ;12WA Tr- version Manufacturer Coots Enalneer&Idearnee Validated By Validated Sustormillead FBCAoproval Approved status Revision 2020 All American Strutters and Glass Mae Barbieri Frank L. Ban nagb, RE TroyBjshap, P. E. 10P28 m 101150020 1110512020 1211WMD Approved Category; Shutters (561) 712-OU PE-D046549 (954) 947-WBO subcategory: Storm Panels mikeboallercencanshutte Compliance Method: Evaluation Report from a ra.com Florida Registered AmMtect or a Licensed Florida Professional Engineer FLa1 789&Ra Products Qualtd Assuraece Approvedfar Use Aoorovecifar Use Design SaoaProduct Model bar bor Name Product Description Contract Expiration Data in HVHZ Outside HVHZ Ressant Praseuro 1 24ga Gahranlzed Steal Storm Panels 24go Galvanized Steel Storm Panels 12A3MD22 Yes Yes Yes WA Florida Dope rtirerst of Business & Professional Regulation Pape I di Building Codes and Standards e14021 Product Approval Application Detail RPr PW Q t 6stib or 2Mn 292 Date Morn 292 Ippa Version Momageplypl Certain Engineer 1, License yAidabd By yyjdated gllgp" FBC Ammval grog Revislon 2)20 Wayemaeussr Roo Bddwin ICC E.W.N. service., LLC Ian Lehrv, P.E. 02102r2m 10/132020 WAN2021 Approued CatagaY: Structural Componenth (253) 824-6476 (006) 899-3288 aubCde scry: Engineered Lumber Rmat.B. Wx4ndgweyeme CompUmc.oN hod: Evaluation ReponfNme ae-can Product Evaluation Entity -. Ali%274f 1 Products Qallb Affaaree Approved for Use Accraved for Use 111= R29M §mg ProdaH Model. ahunUer a Name Product.Deaerix t Contract 2narathen ode In HIM out" Resistant Praawra 1 Madlem LVL Lmolmsed Venear Lumber 03r312023 No Y. WA WA 2 PerdMm PSL Pvdid Stand Lubber OW 2023 No. Y. NIA WA 3 Tmbaarand LSL Laminated Stand Lumber 0313I2023 No Yes NIA WA. 4 TJ Rim Board Structural Composure Lumber a Oriented Strand 0343112023 No Yes NIA WA board Rm Board 5 Weyah. cunt Rim Bnrd oriented Strand Board Rim Board 031312023 No Yes WA WA mm Xedslm Mamufargus ReNakn 2020 Baal R.. ing Category: Rooting subcdegery: Rooting Tiles Complicenca Mamed1 Evolution Report from a FLA7ZtS4ttZ Product Evaluation Family Products Reehnt elpdeL NtaMrer Name 1 saxmY- slake. Sleb; Coum y stria, spit old Enolon Thaen a.mp; most 17 .seamy 600 - am-. Shake &amp; spin Shake i6 sauomy OW- bnde, Shake&emp; Sod Shake 19 Saxony 700-&hike, sloe&amp; Spit Shake 20 Balmyy 7w- shake, Bldg temp: Salt Shake 27 26 Tajae Espana l Ba ratina Mil. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pax PP Pagei ds 1/7r27J1 Btmv c[ 2" Alt& A1L.PaceDa no Contest Enalnew&Uceme Validated By Vdidded submitted FBC Appmvd A,,vvd 1 Anderson Rana tAPNG Unasmn 9,.iu.W Gay W. Walker 11/0=20 1IM020 IIW2020 Approved (801)380-Pool Serdces LLC. (205) 954-OIN RcbinAmdersanabonaLoo re Quality Asenaaiee Emlydim DAs AmrovM for Use A)croved fa Use om RWE Flat Profile - Darns, CO Cabad 121310020 it, HVKZ outside NO HvHz Yes Redistant NO. Pinaksome WA Flat Profile - &aektan. CA 12f31r"D ale Yes NIA WA Flat Profile - Rieke; CA 12(312020 No Ye. NIA WA Fla Prelle- Stockton, CA 42612020 No Yee NIA WA Fiat Profile- photo.CA 12/312020 No Yes NIA WA High Role- Katy, TX 1 W312D20 No Yes NIA WA Low Root -KoIy TX 12r312(120 No Yea NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product A ovalApplication Debill PPr Psi 1 vi 1 VM" r v tt £Bd! Erb 211111: Zell DatePendm .loll �=!a Viand- Manufacturer &am Ernrnsa a Lieanis Validated B. W.Nd aril Merrill FBC A-vid pgggng glib& Revision 21)20 Akira slued Levels ICC &.Wsdan Sr ce, LLC Waiam M. Railed, PE 10/31/2020 101221202/) 11.175(2020 11101V202) Approved calegory: structural Components (3211 710-3377 (4071 681-1917 subcategory; I-. Rat. shwieilitadpnelt-om Cpmpllarar M.M d; Evaluation Report eome Product Evaluation Entity FLa129"7 Protium. pudNy Assuaruy Approved to Ufa Amreo"Ieruse know Des Read Product Model. Numer Or Name Product ostensible contract En&mim Data In HvHZ Outside HYM RW$t&t Pmwre. 1 ITW BCG/Aliol Higher Shang iH Stamp: S) Metal Con-chr Rate 121512024 Y. Yes N/A NIA 2 ITW BCG/A04m Hinge Rate Metal Cormedhe Plate 12f31)2024 Yes Yes NIA MA 3 ITW BCOlWric TNfac Metal Connector Plate 12/312024 Yes Yes N/A NA 4 ITW BCGIAOI. Virs. Metal Connector Plans 13(312024 Yes Yes NIA WA Florida Department of Business & Professional Regulation Page i a2 Bulldog Codes and Standards I' M2D21 Product Approval Application Detail RR PP w F , M122 Ygrebn Manrf 1urer Cooled & License, Validded err Validated jillossigial F ay¢, AfRnndbn 2020 Alpha Aluminum, Inc, Jose arYa Luis R. Lams seven M, union, PE I1A62020 I IIIBM20 I lf= Xd 4W-d C.bgoy: Pond Walk f407) 50EI2005 PE-62514 (?In 31?-0454 BubCaagpry: Scams alphs.lYmknumincdd„yaho Compllme Method: Esluadan Repot tan a MOW Florida RegesmadArchaect we Licensee Raid. Professional Engineer FLNIOM4.85Products Ala Product Mudd. NumberOr Hanna .0 Quality Arrogance Aoerovedfol Approved for Use m.mmz Outside KVKZ [slow Do" I Po sage I Alpha AJumnoum Sold Beep: Varied Aluminum WHY Alpha Aummum BdW&amp: Vented Auminum aN302023 No Yes No NIA CMU &amp; Wmtl Sdhit CMU &arnp; Wood Florida Deportment of Business & Professional Regulation Page 1 02 Building Codes and Standards 9 P1 Product Approval Application Detail yggi It6aY.9L lNlt Slit Date Pending Bit mm yisslon, Enoirner&Lbarso Valabd& y Submitted FBCA®nevsl d!u!ompsod EA, Re'Asbn 2320 MI Wlnd-.nd Doers Bent3grnga American Arch ledural Steven M. Lrich, PE 1122/2020 112220M 11rSN2020 Approed Category: Wndoia 17171385.3300 M... fecturak, Assaletim i717)317-a454 SItCMopo7'• Fired bsaingeh�mlwa.cam Compllan. M.mod Certifpeti. Mad or LMing PL*t$34 tt14PraWcts 9YdIDLBmUalad AlmginsetI0LB6a Aeaavndfar use Iowa asom AMA Product Model. Number or mama Product Despoilers Contract EKpkidm Dole gy,t,11\6ii Out" HVKZ Ilse Pressure 1 1as PW 73. 72 Insulated Glass 04A32023 No Yes No .600'-60 ga an yew Menufa mrer Aniinalkkn 2020 POT Industries Category: WMndows BuIsCA.gary: 1Artlons Comellorom Mdhm' Ceratcaaon Mark or using FLRN4tt3 Produdte Sea d Product It darter or Mma 1 Nasals for All Dons an d Windpws 29311 jYga Morgan Manufacturer %via. 2020 OAF Category; toting SuhCdaticur. Asphat Shingles Complaisant Method: E-MUNion Repot tram e Florida Registered Awarded or a Licensed Florida Professional Engineer FL-a4t44m Products E.t�K I#wduct Yotle6 Al 1 OAF Asphalt Roof MI hpNs for use in FDC non-HVIC jurisdictions Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or i t,erm21 E,,M or- 2" 2" 2Ma.PonaDp Batt contact Endow UNMs Validated IN VMld9w Submitted FBC Actual Approved Jan. Rosarskl MI-1-D de RCCD- CER MI -Dsde MCCO- VAL Iimn 20 111052020 11f112020 Approved (941)486-0100 (780) 315.25N )rosoesu@pg8ndustaea.c "n QhAD.&UNW& A -coned for if,, floor-selfwllas kumi Dimm Product l0 g)1M(Qp Contract Emrdlon pat In HIMZ Outside HVKZ 1S t !'ressuC! Aluminum Mullions, DWSM28 Yes Yes Yes WA Florida Department oFBusiness & Professional Regulation Building Codes and Standards Product Approval Application Detail 6rtlN or r®cu► final As Michael sGeh Rogan Neminon (600)768-3411 PE-591ea mstleaQga.com Fiberglasshrnforcod 349b, laminated. 5-tab and hipAidge esphao shingles Papa 3 d4 3612023 Am 2tds DataP-W- halt Wedgedev yyiddod BLA,,VAd FRO Approval Associates iltatMa John W. Knexavlch, PE 12/192022 121172D22 12=022 0210712023 Approved ( 954) 772-8224 Quality Aststrarl Amrond far Use Awaked for Use 1mwA DOOM Contract Exaltation Data In HVHZ ouelde HVKZ Reehtaly press u" 12116=25 No Yea NIA WA Fonda DapaLlm ird of Business & Professional Regulation Paea.1 ai Building Codes and Standards 15=1 Product Approve( Application Data11 1r- S.2ft Entity or Effie tat Dare Pendm 20 i'loce V.rolwn Manufacturer Contest ISnahoser ALl- Validated By W lidd d aubmWad FBC Approval Approved met- RAM.wn 2020 Florida Metal Produets Ina. Clerk Jonas James L. Butter, P.E42 Steven M. Ufkh. PE OW272020 0925r2020 IGA42020 121612020 Approuee Category: Rooting (904) 783-64aO CBUCK Engineering r,717) 317-8454 Subcategory: placing Accessories that are On clak(Daar zom PE-31242 Integal Pan ofthe Fooling syaem Owspllarce Method: Evaluation Repast from a Fierce Regi t reoArdnKeet are Licensed Fierce Profession.] Engineer FL.tl sOM2 Products Amroyed rosea Aparayidforlhe laM 2lr E¢ Product hlNumber wNam CQlw. g on in.HVNZ outside, HyKzI3Wpant P-, 3 3- FLAMOO &gm:RV 10 Ridge Vem4qud: Aluminum Ridge Vents for piteheal race; fabrlosted 121312024 No Yes No WA from 0.025' aluminum Florida Department of Business & Prdessiona( Regulation Popp Oil Building Codes and Standards 3a120M Product Approval Application Detail PPF PP .C-90 drafty Or tun 2Mt Date Panam 20 MW Version Manufacturer Contact Er enea a Uca.se Validated By Validated submitted FIC ADWGVW dsestra 9 $taSbo Remson '2020 gebeJ Prothatlar Products, LLC. Tin Robinson WeserA Tole Jr.. RE John W. Knezevitn, PE O9Ab2020 D9AWM 10A12020 IZM52020 Approved Category. shutlen (D541869-7545 PE-44167 (9541772-6224 Subeaspery: Storm Panel urn-binemtitaxe .eo Complier" Method: Evaluation Repot "m a m Florida Regldmed ArchKed a a Lleansed Florida Professional Engineer PUms07e4l6 Visages - AMA Product N dnL Nnmiher a Name QaIKYAssurance, Product gyepgglm Aca-Whir Use Amrmd for gee In WYKE Blow, NVMZ &,altaal leaped I)eplm 1 ZO Gage Gavanned Sbel Slam PanMVHV11Z Corrugated Galvanized a" Storm Panels retained 1W31r2M Yes Yes Yes WA or not by hooka b prwida Ionic- on acti.. 2 24 Gage Gdvanged Stet Storm PWOIsMHVHZ Ccnugated Galvanized Stet Storm Panels retained 12/312023 NO Yes Yes WA "nor by tracks to provide hurricane protection. Florida Dopertmeri of Business & Professional Regulation Pop I al Building Codes and Standards /rr/2021 Product Approval Application Detail �'f t - ' 7 �- S owty or DM Bin Pert PaliADa 11ab AU Version. %Unufactuw, Sard4 Eaton -A Learns Validated By V,[dWIt i$tigiM FBC AmmYa dpgp„ggv asue Revision 2020 Commercial Ccm"ete Rpdud9.Inc. Ruben Onto Samuel A Greenberg John Hoy 12/16f202D 12/162020 UrffW920 one FBC Appr, eatigery: aeutaal Cornpol ems si 3) 659-3707 PE-34245 (352) SU-5311 SubCalegorr: Produces Introduced as a Result of pmNdgtr(ityehoo.com N-Tedmnaogy Compliance Method: evdossim Report from a Florida Regiatend ArdfNect Or. U-sed Florida PL*IT744taPredueta Professimal Engineer AW Pretluet ModA lambs a Name Product Deummon Contract EKdratlen waved gi the Amravad fa this Date fp-(jVDZ Outside HVIiZ Impact Deal- RO Presmare i Guaay Recess or Commercial Concrete Products Precast and Prestressed Concrete Lintel$ 0512SM24 NO Yea NIA WA March 6, 2023 N t Cn -Cu > N ^1 W L 0-O CL C O L . � I U cn / \V cV V I C OO c .. L W O CU LL . N ^O' O .G W t►Z a< Z Z W J M CV O )N Go Q C O Cn E'ellieseal Z W 0 > CL CL O Q U O L "allatano L) ICU W all OLaw. CC cW G z ;Z J z Q J 11 SHEET NO. PA 1,1 6 Pn7fepianal t�lilaaon pine, a s Roddy Departaixx of Burndds 6 Plotedeional iZeguiatlan Pxei, a, Roddy o�rtalxa of Buelneds s Plofrebnai RspWetlon Pew, a, Rwlda i�epaNr)erlt of BIMinORd a PIO�ODyI Pile 1 Mi Bolding Codes and Zibe�de enwJoss Bolding Codes and Stmlderda enasosz Bolding Codes and SWldarde enasles Bolding Codes and StYrXie7dR mason I Prod4pt ipallan Oatllt APYrow ApW I PndtluCt OdtY Altproq ��� PrI oduct lager Datall APPI I Product radon odiell AIMw <. _. .- , wv R .rr:tt .�' r- �:.rq, --: �� _.:-. ,,,, '� ...r..�.. �.: - .z. .,.:. p.._. ..:. m•;_ _ �c zap ,+L �.c.- - - .+- t� 6Wleu � Bde PJas6Yr gsle 9� Cel�eaa gre ➢Ye aiEeridy � Sisk DYi ➢Ile QVIEIe�Yd !� � � ,iw11 QtleBeNeR Qsee Tie Mnw ■irlldllNele :riere e, Wew 1WMeudY VAROW FdCArraxel Aesfa tli TJ� WTI a ■rWifuur arierri Nieeu tirlYeedq 8� M� i FYCAserori ARErg� �E BE M��i �io.x+r �,g iedrrA W.eu WYM.d� 1� 1 FdCArroW A�l�tl! 41�! 3M �Ol� ela8w/wr Q�g ddirvAlJrer liMldrrd6 8K d.Yb ax4s GW1 FdE/rrwy A��i � AekmWM aaM Pe4 Oprpaeapn we Neltla+8enoa Wlnspwerkl Dov JanaeLBudaer, PE.✓� 07111f1020 WHasom W/aW2alO Appp�ed ARmeeor, 307A Pale perpeyarn Jp HgMw+ewla Ynnpae endopa TA. War, PE, LLC WHIIeWo WH4k7710 W/Y1i70e0 ApgeteC Aexmiexx � POM Corppkbn Joe NleadCn apwN eendOrt dq Dpv NmMLaYOow: PE.a WHUa070 WHir10a0 W�7W20a0 Appaxetl Aflmrlrn 2a0 pelk pprppe8pn ,jpe ilpyen aply Wanen.Syreelr TE. Wnn, PE, LIC 07H/PrJO'JO WH�Ya0a0 W/YL7020 Appwa N N Regulabon N C ^' O to W L L O Q O L Cu � VJ sommauhawkO 0 O O O LL .=+ O O L L In O �' ^U Q ij .� VJ M c Oc N o 00 CD 0 a '+ o cc V iV m x O LL CY Q 10 C 2 a. •O CV t D) Cq +. CV Y 3 d d O-'C C d W . d 3 cc IO � .° w d c o La C� E C. O � U O E A-0 C/nw O CL O Q L U O -�-� Cu U o0 Q O M w� z J z J a - SHEET NO. PA 10 Roddy Depertmertt of Business cu Cu CI) CL -2845 RoAkAnkniNds olNlky VVYllpe COMM pb Y. rAgnukattagival e 1er918ker Nure 7Mnf7omppke (7T.fa') OOHB/2W7 Np Vr Np +IOl-W d Pbe lO cake ang4 Hu me Mindoe 84-1J6'xGo- 1hy1 NOn-In�psA akgr FkAg lNlntloar tOtl712g33 No • Simpson Strong -Tie 2020 FBC Approved Products updated 12rJM020 For direct Inks to all SST approvals Rated below, CLICK HERE . For additional Information regarding Florida's Statewide Product Approval System and Mane4)etle County Notice Q Acceptance (NOA). LUCK HERE. FL#235S-R7 Product Modal. Number or Name Product Description 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Then stainless steel masonry screw FL1M9589-RB jodU Product Model. Number or Name Product Description 1 $D10112DBB Outdoor Accents Connector Screw 2 SD9112, SD9212, SO10112, SDIO212 Strong -Drive SO Connector Screw 3 SD9112SS, SD9212SS Strong -Or" SO Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SOCF221334, SDCF271958, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100. SDCP221134, SOCP271400 6 SDHR27400, SDHR27614, SOHR31400, SDHR31614 Strong-DriveSDHR Combo -Head Screw 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412. Strong -Drive SIDS Heavy -Duty Connector Screw SDS25500, SDS25800, SDS25800 8 SD625112SS, SDS25200SS, SDS25212SS, SDS25300SS; SDS25312SS Strang -Drive SIDS Heavy -Duty Connector SS Screw 9 SDWF2716, SOWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw FL810007-1i8 Sea Y Product Model. Number or Name Product Description 1 ATR318, ATR1/Z ATR5/8, ATR3/4 Threaded Rode 2 ATUD5, ATUDB-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14.2 Aluminum Take -Up Device 3 SP3/8.2, BP1/2, 513112-3, BP518-2, BP5/8-3, BP3/4, BM/4-3, BPRTUD3-4 Bearing Plates 4 CNW318, CNW112, CNW5/8, CNW3/4, CNW5/8-i/2, CNW3/4-&8 Coupler Nuts 5 CTUD55, CTUD85, CTUD68, CTUD76, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device CTUD98,CTUD99 6 N3, 1144, N5, N6 Heavy Hex Nuts 7 RTUD3, RTUD3B, RTUD4, RTUD4B; RTUD5, RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 3/8" Uplift Rod Run Tedown System 11 URS4 112" Uplift Rod Run Tiedown System 12 URS5 5/3" Uplift Rod Run Tiedown System 13 URSB 3/4" Uplift Rod Run T'ledown System FLX10441-RB 3eW Product Model, Number or Name Product Description 1 DTT2 Hold-down 2 HDC1014, HDC1O122 Hold-down 3 HD08: HHDQit, HHDO14 Hold-down 4 HOU2, HDU4, HDU5, HDU8, HDU11, HDU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 6 LSTHD8, LSTHDBRJ Soap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPA144 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35: PA51, PA68 Strap -style purlin anchor 10 PAI18, PAI23: PA128; PAI35 Strap -style purlin anchor 11 STHD10. STHD1 ORJ Strap -style hold -dowel 12 STHD14. STH014RJ Strap -style hold-down CM Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30J2020 direct Inks to all SST approvals listed below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Maori -Dade Canty Notice of Acceptance (NOA). CLICK HERE, For 21 LB series hangers Top flange hangers available in width of 1.9/16" and heights ranging from 5318" to 15-1/8". 22 LBAZ sense hangers Top flange hangers available in width of 1.9/16" and heights ranging from 93/16" to 13-1/8". 23 LEG3, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-1I V to 6- 7/8" and heights ranging from 9" to 33-1 rY' 24 ME05, ME07 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 718" and heights ranging from 9" to 32-1 t2'. 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/16" D 5- 118" and heights ranging from 9-1 hV to 24" 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 3-3/8" to 7-118". 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 1/8" and heights ranging 9-1/4" too 32". F1.11010860-R5 Sefl # Product Modal. Number or Name 1 ABA44:ABA44R,ABA46,ABA46R,ABA86,ABA88R 2 ABU44, A13U44R, ABU46, ABU46R, ABU5.5, ABU5.6, ABU65, ABU66, ABU66R, ABU88, ABU88R,ABU1010;ABU101OR;ABU1212,ABU1212R 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 4 AC4, AC41R, ACE4, AC6, ACBR, ACES 5 BC4, BC48, BC41R, BC6, BC6R, BCB, BCS2-214, BC52-3M 6 CB44, CB46, CB4$ C068, C888 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQBB-SDS2, CBSQ86-5DS2, CBSQ88-SDS2 8 CC, ECC, ECCU Series 9 CCQSDS2.5, ECCQSDS2.5 Series 10 CPT44Z, CPT66Z, CPT88Z 11 EPB44A, EPB44, EPB46, EPB66 12 EPS4Z 13 LC544,LCB66 14 LPC4Z,LPC6Z 15 MP844Z, MPSWZ, MP888Z 16 PB44, PS44R, PM, P868, PB66R 17 PBS44A, PBS46, PBS66 18 PBVS PBV10 19 PC44-16. PC46-16, PC48-16, PC64-18, PC68.16, EPC44-16. EPC46-1B, EPC48-16, EPC04-16: EPC86.18 20 PC4Z, PC4RZ, PC8Z, PC5RZ, PC8Z, PG8RZ, EPC4Z, EPC4RZ, EPC6Z, EPCBRZ, EPC8Z EP08RZ 21 PPB44-4Z, PPS44-BZ 22 RPBZ FL#10866-R5 Aga Product Model. Number or Name 1 FJA, FSA 2 FRFP 3 GH46-8, GH46-8, GH48-6, GH48.8, GH410-6, GH410-8, GH66-6, GH66-8, GH685, GH68- 8, GH610-6, GH61M 4 GLBSA, GLB5B, GLB5C. GLB5D, GLWAi, GL87B. GLB7C, GLB7D 5 GLBT512, GBLT812, GLST516, GBLTel6, GLST520, GBLTS20 6 HGLBA,HGLBB,HGLBC,HGLBD 7 HGT-2, HGT-3, HGT-4 8 UFP1O-SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Baited column caps with W1 ranging from 3.1/4" to 9.1 r2" and W2 ranging from 3-5/8" to 7-1/2" Screwed column caps with W1 ranging from 3.1/4" to 9.1/7' and W2 ranging from 3.5/8" to 7.112" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plate Heavy Glulam Bearing Plate Heavy Girder Tiedown Universa I Foundation Plate Universal Retrofit Foundation Plate • Updated 12r30120 0 P 2 p g Approved Products ® Simpson Strong -Tie 2020 FBC A CCMFor elect Inks to all SST approvals Ned below, CLICK HERE. For additional Irrra , abon regarding FlOnda's Statewide Product Approval System and MarrHI)ade County Notice of Acceptance (NOA). CLICK HERE. FL#10446-R6 3aa irk Product Model. Number or Name Product Descrhrtlon 1 A211 A23, A33, A34, A35; A44 Angles 2 APA21, APA4, APA6, APVA21, APVA4, APVAS Outdoor Accents Angles 3 APB44, APB44R, APVB66, APB661R, APB88, APB88R, AP61010, APB1010R, APVB44, Outdoor Accents Post Bases APVS44R,APVB66;APVBWR,APVB88,APVB88R,APV81010,APVB1010R 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2A, APVDJT2R-4, APVDJT24 Outdoor Accents Deck Joist Ties APVOMR-6 5 APHH46, APHH46R, APHHOIQ APHH61OR Outdoor Accents Heavy Hanger 6 APL4, APLB, APT4, APTS, APVL4, APVLB, APVT4, APVTS Outdoor Accents L and T Beam-to-Colurm Ties 7 APLH24, APLH24R, APLH25, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z; CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, C.JTBZ Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4; FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 CAI, GA2 Gusset Angles 16 H2A, H2.5T, H8, H10A-2, H1 OS, H14, HGA10 HurricaneTles 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH6 Header Hangers 19 KBS1Z Knee -Brace Stabilizer 20 1_30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, L550, LS70, LS90 Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ25RZ, LSSJ28LZ, LSSI28RZ, LSSJ210LZ, LSSJ21 ORZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 26 LTP4, LTP5 Tie Plates 27 MI232, ML24Z, ML28Z, ML287: ML2107 Angles 28 MMH8 Roof Tie-Do++n 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC; RBCP Roof Boundary Clips 32 RST-3 Roof Tie -Down 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC: STCT, DTC. HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FL#10447-115 Sec # Product Model. Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2LSDS3, DSC5R-SDS3, DSC5L-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.25t3.25, HHRC5.37/3.1Z HHRC66 6 HRC1.81, HRC22 7 LRU26,LRU28,LRU210,LRU212 8 1 LSSU28. LSSU210 9 TBE4,TEES 10 TC24: TOM TC28 11 THA29, THA213, THA218, THA21 S-2, THA222-2, THA413, THA418, THAC418, THA422, THAC422. THA426, THA422-2, THA426-2 12 THAI1,81122, THAI2-06122, THAI2.1122, THA1222, THA1322, THAI3522, THAI422 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU28, THJU26-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR EMM Simpson Strong -Tie 2020 FBC Approved Products Updated 12rJ0/2o20 For direct Inks to all SST approvals listed below, CLICK HER E For additional Information regarding Florida's Statewide Product Approval System and Maml-Dede County Notice of Acceptance (NOA), CLICK HERE. FL#10456-M kilii Product Model. Number or Name Product Description 1 Br, BTB. BTH Brick Ties 2 CMST12, CMST14, CMSTCI6 Coiled Straps 3 CS14. CS16. C518, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 CompressiorVTension Strap 6 I)SP, SSP, TSP Stud to Plate tie 7 H1, H10A, H2.5A, H3, H8, 147Z, H16, H18S, H16-2, H16-2S Hurricane Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 9 HS24 Hurricane Tie 10 HSS2-SDS1,5. HSS2.2-SD83, HSS2-3SDS3, HSS4-SDS3 Heavy Stud Shoe 11 HST2; HST3; HST5, HSTB Straight Straps 12 HTS16. HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTS016KTZ, HTSQ20KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12. LSTA15, LSTA18, LSTA21I; LSTA24, LSTA30, LSTA36 Straight Straps 16 LST149, LST173 Straight Soaps 17 LTB20, LTB40 Bridging 18 LTS12, LTS16, LTS18, LTS20 LghtTwatStrap 19 MGT Medium Girder Tiedown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTA9, MSTA12. MSTA15, MSTA18, MSTA21, MSTA24, N6TA30, MSTA36, LISTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC56, MSTC78 Straight Soaps 23 MSTC48B3, MSTC66133 Pre -Bent Straps 24 MSTI28, MSTI36, MSTI48, MSTI60, MST172 Straight Straps 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 26 NCA2x10-12, NCA202-12, NCA2x6-16, NCA2x10-16, NCA2xl2-16 Bridging 27 RCWB12. RCWB14 Wall Bracing 28 RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SPt, SP2, SP4, SIPS, SP8 Stud Plate Tie 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115: ST2215, ST6215, ST8224, ST5236 Straight Straps 34 T820, TB27, TB30, TB36, TB42, TB48; TB54, TB56; T860 Tension Bridging 35 TWB10, TWB12, TWB14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedawn 37 WB106, W8106C, W6128, WB126C, WB143C Wall Bracing F3T.11F Product Description 1 CBH2.37x5.5, CBH2.37x7.83, CBH2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Drag Strut Connectors Gable Brace Connector Hp Corner Plate 3 HGU3.63SDS, HGU5.25-SDS, HGU5.50SDS, HGU5.62-SOS, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SOS, HGU9.00-SDS 4 HGUS series hangers Hp Ridge Connector Ratter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS. HHGU5.62SDS, HHGU700SDS, HHGU7.25SDS, Light Siopeable/9kewable U Hanger HHGU9.00SDS Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Truss Clip HHUS7.25/10 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for Worts Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUC01.81/9-SOS, HUC01.81/11SOS, HUCQ210-2SDS, HUCQ210-3SDS; HUCQ310- SDS, HUOQ410-SDS, HUC0412SDS, HUCQ5.2MSDS, HUCQ5.25I11-SDS, HUC0610- SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12130l2020 For direct Inks to all SST approvals listed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mami-Dade Canty Notice of Acceptance INCA), CLICK HERE. FL#114611-R5 Sea # Product Model. Number or Name Product Description 1 HHUS210-3, HHUS210-4 Joist Hanger 2 HR56, HRS8, HRS12 Strap Ties 3 HUCO210-2-SDS, HUCO210-3-SDS, H000310-SOS Joist Hanger 4 THGB2, THGB3, THG8H2, THGBH3, THGBH4 Joist Hanger 5 THG02SD53, THG03SDS4.5, THGQH2SDS3, THGQH3SDS4.5, THGQH4SDS6 Joist Hanger 6 THGW3-3, THGW3a4, THGW4-3, THGW44 Joist Hanger FL#11473-R5 Product Model. Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 HIS, H18S, H18-2: H16-2S Hurricane Tie 4 HETA12, HETAI6, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI8, HETAL20 Embedded Truss Anchor 6 HGAM10,HMO Masonry retrofit connectors 7 HHETAI6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3.SDS2.5, LGT4SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry 12 MTSM16, WSM20, HTSM16, HTSN120 Twist Strap for Masonry FL#114911 AW Product Model, Nurnberor Name Product Description 1 DTT1 Z Deck Tension Tie 2 H012, HDI9 Bolted Holdowns 3 HD313, HD58, HD713, HOPE Boned Holdowns 4 HTT4, HTT5, HTT5-314 Tension Ties 5 LTT19, LTT20B, LTT131 Light Tension Ties FL#13628-R5 Sea # Product Modal. Number or Name Product Description 1 SB5t8x24, SB718x24, S81x30 SS Anchor Bolts 2 SSTB16, SSTB20, SSTB24, SSTB28, SSTB34, SSTB36, SSTBI6L, SSTB2OL, SSTB24L. SSTB Anchor Bolts SSTS28L FL613872-R4 Sao x Product Model, Number or Name 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 2 HRS6, HRS8, HRS12, FHA6, FHA9, FHAl2, FHAIS, FHA24: FHA30, MSTI26, MST136, MSTI48: MSTI80, MSTI72, S/MST27, SIMST37, SIMST48 3 HTS1I6, HTS20, HTS24, HTS28; HTS30, HTS30C 4 LSTA30, LSTA38, LSTI49, LSTI73, MSTA9, MSTA112, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTA12, LSTA15. LSTA15, LSTA21, LSTA24, ST292, ST212Z ST2115, ST2215 6 LSUBH325, SUBH3.25, MSUSH3.25 7 LTP5 8 LTSI2,LTS16,LTS18,LTS20 9 MSTA30. MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTC66, MSTC78, STS238 11 MTS12, MTS16, MTS18; MTS20, MTS30, MTS24C, MTS30C 12 581.56, S1131.81, SIB2.06, S/B2.37, S/B2.56, SIBZ68, S/B3.12, SJB3.56, S/83.62, S/64.06, S164.12, SIB428, SI64.75, SB5.50 13 S/BAZ1ZS, S/8A2.12/1Q S/BA2.12112, SIBA2.12114, S18A4.18/8, SIBA4.18/10, S16A4.18/12, SIBA4,18/14 14 S1H1A 15 SIHD8S, WHOSE, SIHD108: S/HDIOB, SIHDISS, SMD15B 16 S/HDU4, S/HDU6, S/HDUO, SIHOUI I 17 S/JCT, SIHJCT Product Description Coiled Straps Straps 97 mil (12 ga) Heavy Twiat Straps Straps 43 mil (18 go) Straps 33 mil (20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 go) Straps 68 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Description Concealed hangers Face -mount (DU, DHU) and top flange (DHUTF) hangers available in widths ranging from 1-9/16" to 3.9118" and heights ranging from 9-1/8" to 23-15118". Face -mount hangers Face -mount hangers available in widths ranging from 1.518" to 7. 318" and heights ranging from 5-511(Y" to 12-7/8". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3. 1/8" to 5-1/8" and heights ranging from 4-3/4" to 15-314 Concealed flange version (HSURC, HSULC) available for all double 2X and 4Xmodels. only acute flange is concealed. Face -mount hangers Face -mount hangers available inwidths ranging from 1-9/16" to 7- 1/2" and heights ranging from 2.718" to 19.1/4". Concealed flange version (HUC) available for all models having width equal to or greater than 2-9116". Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 12rwao20 ® For direct Inks to all SST approvals listed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mann -Dade County Notice of Acceptance (NOA), a Inn HFaa. 18 SfLBV1.56, SILBV1,81, S/LBV2,06, S&BV2.37, S/LBV2.56, S1LBV2.68, S/LSV3.12, Top Flange Jost Hangers S/LBV3.56, S1LBV3.62, SILBV4.06, S1LBV4.12, S/LBV4.28, SILBV475, S/LBV5.50 19 SILTT20, SIDTT2Z, S/HTT14, HTT4, HTT5 Holdowns 20 SIMS760, S/MST72 Straps 118 mil (10 go) 21 SP4, SP6 Stud Plate Ties 22 SSP, DSP, TSP Stud Plata Tias 23 STC, OTC Truss Clip 24 T9D22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FLX13W4-R5 JW Product Model. Number or Name 1 CCQM3.82-SDSHOG, CCQM4.82-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, OCTQM4.82SDSG, CCTOM5.50-SDSG, CCCQM3.82SDSG, CCCQM4.e2-SDSG, CCCOM5.50SDSG 2 ECCLQM3.62G4KT. ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, ECCLLQM04.62G-KT, ECCLLOMD5.50G-KT, ECCLRQMD3.62G-KT, ECCLRQMD4S2G- KT, ECCLRQMD5.50G-KT 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7,25. HOUM9.00 4 LGUM26.2, LGUM26.3 LGUM26.4, LGUM28.2, LGUM28.3, LGUM28-4, LGUM210.2, LGUM2103, LGUM210-4, LGUM46; LGUM48; LGUM410 5 MSHA3.1219.25, MBHA3.12111.25, MSHA3.5617.25. MSHA3.56/925, MBHA3.56/11.25.. MBHA3.56/11,88, MBHA3.56114, MBHA3.56J16, MBHA3.56118. MBHA5.5077.25, MSHA5.50/9.25, MBHA5.5011125, MSHA5.50A1.B6, MBHA5.5Gfl4, M8HA550f16, MBHA5.50/18 6 MB1HU3.5619.25, MBHU3.56/11.25, MBHU3.56111.88, MBHU3.56114, MBHU3.56/16, MSHU3.58118, MBHU5.5019.25, MBHU5.50/11.25, MSHU5.50)11.88, MBHU5.50/14, MBHU5.50/16, MBHU5.50/18 FL111113975-R8 Sea 0 Product Model, Numbar or Name 1 SDV1122300, SOW22338, SOW22438, SOW22458, SOW2250Q SOW22600, SOW22638, SDW22634 2 SDVVC1545Q SDWCIS8OO 3 SDWH19300DB, SDWH1940OD8, SDWH19800DB, SDWH19800DB, SDWHlDlODDDB 4 SDWH274ODG: SOWH275DDG: SDWH278000, SDWH2710ODG, SDWH2712DOG 5 SDWS16212, SDWS16300. SDWS16312. SDWS16400 6 SDWS19600, SDW51971Z SDWS22400,SDWS2250QSOWS22512, SDWS22500. SDWS22800, SDWS22900, SDM221000. SOWS221100, SDWS221200. SDWS2215()0 7 SDVV6=300D8, SDWS22400DB. SDWS2250008. SDWS2280008, SDWS2280ODB, SDWS221000DB 8 SOWS22312DBB, SDWS22512DBB 9 SDWS27300SS. SDWS274005S, SDWS27500SS, SDWS27600SS, SDWS27800SS, SOWS271000SS, SOWS27120OSS 10 SDWV13400 11 STN22 FL11l153(i AW Product Model. Number or Name 1 AS 16, AS 18S5, AS 18SO 2 AS 20HS 3 AS-20 4 ASHP Product Description Masonry Per Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER-H EX Screw Strong -Drive SDWH TIMBER -HEX H DG Screw Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SDWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer Product Description I8 ga. Truss Plates 20 ga. High Strength Truss Plate 20 ga. Truss Plate Hinge Plate Connector FL1415730-R4 aft" Product Model. Number or Name Product Description 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete EM= Simpson Strong -Tie 2020 FBC Approved Products Updated IZrJO12020 For drect Inks to ell SST approvals Isted below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Merril -Dade County Notice of Acceptance (NDA), CLICK HERE. I I HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-5/8'to 3- 9/16" and heights ranging from 4.5/16 tD 11". Concealed flange version (HUSC) available for models having width equal to or greater than 3-9/16" 12 IUS aeries hangers Face -mount hangers available in widths ranging from 1-718" to 3• 5/8" and heights ranging from 9.1 /4" to 16' 13 LGU3.25-SOS, LGU3.63SDS, LGU5.25-SDS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC26Z. LUC21 OZ Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- 5/8" and heights ranging from 3" to 10.15/16" 17 MGU3.63-SDS, MGU5.25-SDS, MGU5.60-SDS, MGU5.62-SDS, MGU7.00-SDS Faoe-mount hangers 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5- 118" and heights ranging from 6-15/16" b 19-1/2". 19 MUS26, MUS28 Fooe-mount hangers 20 SUR. SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 9/16" to 3-9/16" and heights ranging from 3-1/1 el'to 13-3/4". Concealed flange version (SURC, SULC) available for all double 2X and 4X models; only acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-9116'to 6" and heights ranging from 2-5/8" to 11.114". FL*10667-11116 Sea tt Product Model. Number or Name Product Descdotlon 1 BA series hangers Top flange hangers available in widths ranging from 1-9/18" to 7- 118" and heights ranging from 7-118" to 30'. 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 1/8" and heights ranging from 9-1 /4" to 24". 3 DGF series hangers Top flange hangers available in widths ranging from 1-1t2" to 3- 5/8" and heights ranging from 7-1/4" to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 518" and heights ranging from 9-1 W to 24". 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 7/8" and heights ranging from 11" to 32-1rT. 6 EGO series hangers Tap flange hangers available in widths ranging from 3-518" to 7- 114" and heights ranging from 11-1f4" to 32'. 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-7/8" and heights ranging from 8-1/2" to 28". 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11" to 32'. 9 HB series hangers Top flange hangers available in widths ranging from 1016"to 7- 1/2" and heights ranging from 8" to 30'. 10 HGLS series hangers Saddle hangers available in vwdths ranging from 5-1/4" to B-7/8" and heights ranging from 10-117' to 28". 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 7M" and heights ranging from 7-117' to 37' 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 118" and heights ranging from 14" to 3T' 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16'to 3- 9/16" and heights ranging from 18" to 26'. 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 3-9119' and heights ranging from 5-3/8" to 13-1/8" 15 HUTF; HUCTF series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 1/2" and heights ranging from 3-7/16" to 15". Concealed flange version (HUCTF) available for all models having width equal to or greater than 2-9116". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" 0 7- 1/8" and heights ranging from 5-318" to 28". 17 HWPH series hangers Top flange hangers available in widths ranging from 1 (V16'to 7- 1/2" and heights ranging from 5.318" to 37. 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" to 3- 5/8" and heights ranging from 9.1W to Is' 19 JB series hangers Top flange hangers available in width of 1.9116" and heights ranging from 5-318" to 7.1/4" 20 JBA series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 9 llff'to 13-118" ® Simpson Strong -Tie 2020 FBC Approved Products Updated lZ5Vm20 For direct Inks to all SST approvals Wed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mara -Dade County Notice ofAcceptance (NOA), n CK HERE 5 SET-XP Adhesive Anchor for concrete 6 Strong -Bolt 2 (STB2, ST82-4SS, S'TB2.6SS) Strong -Soft 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HD (THD-H, THD-HMG, THD H4SS, THD-H6SS, THD-CS, THD-CSSSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry avallable with hex head In carbon steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HO Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 9 Titan HO Threaded Rod Hanger (THDB25158RH, THOB37158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete THD50234RH, THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#16230-RO Sea # Product Model. Number or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (ST82) 5 Titan 2 (T7N2) 6 Titan HD (rHD-H4SS; THD-H6SS, THD-CS6SS) 7 Titan Turbo (TNT) FL#16937-R3 ,Q,W Product Model. Number or Name 1X3481018SK,X1S1018,X181018-4K,XQ1S1018,XQ1B1016.4K 2 XLQ114T1224, XLQ114B1224.2K 3 XM0114SI224, XMQ114131224-2K 4 X0114S1224, X0114B1224-2.5K, X114S1224, XQ112S1224, X0112131224-2K 8 XU34S1016, XU34B1018-5K FL#&%20-RO Sea x Product Model. Number or Name 1 OSSCB43.5, DSSCB46, DSSCB48, DSHS 2 FCB43.5, FC645.5. FCB47.5, FCB49.5, FCB411.5 3 FPHSD34S1018,FPHSD3481018,FPHSD3481018-5K,FPHSD34S1214, FPHSD34B1214,FPHSD34B12145K 4 LSFC225, LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25: SSC6.25: MSSC2.25, MSSC4.25, MSSC6.25, MSSC4.25KW, MSSC6.25KW 6 RCKW3,RCKW5.5,RCKW7.5,RCKW3S,RCKW5.5S 7 SCB43.5, SCB45 5, SCB47 5, SC849.5, SCS411.5, MSC845.5, MSCB4T5 8 SCS32-5197, SCS62.5/97, SCS62-5/11S. SCS82-5/118 9 SCW3.25, SCW5.5 10 SJC8.25, SJC1025, MSJC8.25, MSJC10.25 11 SSB3.518 12 XLSH341211414,XLSHT8B1414 13 XQ1S1016, XQ1B1016-4K, X01Si214. X0181214-3.SK, XQ78S1224, X07861224-3K, X0114S1224. X0114B1224-2.51K, X0112S1224, XQ112B1224-2K, X34B1018-SK X1 S1016, X181018.4K, XiS1214, X1 S1214-3.5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong-Boft 2 Wedge Anchor for masonry Then 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Description 410•18 Strong -Drive X Metal Sell -Drilling, Tapping Screws with #3 Drill Point 412.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Large Diameter Hex Washer Head 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex *12-24 Strong -Drive X Metal Self -Drilling, Tapping Straws with 06 Drill Point #10-16 Strong -Dave XU Metal Self -Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Foxed -Clip Connector #10-18 and #12-14 Strong -Drive FPHSO Framing -to -CPS Self - Drilling, Tapping Screws Steel Framing Con nectar Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slkle-Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Seft-Drilling, Tapping Screws #10-18, 412-14, and #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws t^�/ (D Cn -Cu Q . C 0_oO CU -0 0- .CD U N 'CD ^^ vI O -0 O = O U_ -cn Cn -a E O Q E C 420 .� �42 v J Q VM Z W J +1+7 N N _� 41-13� CC 0 -_ o C a� o /o r� N -o rb x ri Q C d ry o i 61 o N -• ai O Y a .0 qi E +� C O 5 Q 61 . 3 3 ap xy � w xpp c o N Q-0 C � O d V O w U) L (D Z n ��_ V / CIO L 0 L U O CL 0 LCO L IJ Q W z J z Q J fa_ March 6, 2023 SHEET NO. PA 1.3 Q s _ to f6 N U M AMl X AM14MDE CoiJNW PRODCCTCoNTROL 3EC:Ttol!P PGT Industries, Inc. PGT Industries, Inc. Q -0 Ci) O PGT Industries. Iac. 11805 5W 26 sires-, Room 209 aNOT 4CE OF ACCEPT_-' NCT: EVIDENCE SUB3WTED NOTICE OF ACCEPTANCE: EN-II3Ei CE SUB1IITTED CU - � DEPARTMMTOF REGIMATORYANDEGO-NO19C RESOURCES I Mum, Florkia 33175-2474 ON DMISI N T 315-2590 F 315-2.5" NOTICE OF ACCEPTANCE • EADEINCE SUBWTTED v Cn � BOMM A" CODE, AI1»I5`t>6tA't (796) i-M) 1. Evidence submitted under previousNOA P * . D. QUALITY �SSURkNCE � cn NOTICE ()F ACCEPTA,�4iCE (NOA) ,�,r.� �;.�;a « y A. Dlrt 4A7NG B. TESTS (continued) 1_ Miami Dade Department ofRegublory a Economic Resources j- � -0 v 0 PGT Industries, Inc. 1070 Technology Drn e, 1. Marulf�s die drawings and sect. 5. Test report on 1 } Air I iftration Test, per FBC, TAS 202-9 p � — N }' North V'enke. FL 34275 (Submiked under W � err 11-f1107 ) 2) Uniform€ Static Air Ptesstare Test- per FBC, TAS 202-94 E. MATERLA.L CERTIFICATIONS C L S COPE: 2_ Drawing No. DID-5570.€h, titer `'-Vin3i Sliding Glass Door NOA 4i', sheets 1 3) Water Resistance Test, per FBC, TAS 202-94. 1. Notice of Acceptance No.1-"528.14 ismu to Vision Extrusion Limited for their a .O - M 0 r This NOA is bein issued under the =cable rules andre lations tie . the use of construcliontuatetials. The through 21 of21. prepared by manufacturer, dated 10.105115- with revision A dated 4) Large Missile Impact Test' per FBC, TAS 201-94 fluke Rigid PVC Exterior Extrusions for' ilndews and Doors , dated 08;13� 15. . n � O O doci�el on atib 37ittedhas been reviewed and accepted by Mama -Dade C44� 1 ,-Pro duct Control Section to 04r'05f� 17, and sea by A. �+'}�m �� P-E. 5) Cyclic Wind �e L ingper FBC, TAS 203- ex on r�30119. - - (n (D L— � CL be wed in lbfamiDade Cowty and odw areaswrhere allowedbythte Aft HisvingJu kctix (AHI). 6) Forced Entry Test. per FBC. TAS 202-94 2. Notice of Acceptance No. 16- 20.08 issued to Vision Extrusion. Limited for their -17E = � 0 C Q This NOA shall not bevalid ailertheexpn ndateystta,tedbelow—T�hyeh a-DadeC.ountyProduetControlSect B. TESTS along with -tap drawings and installation diagram of vlsfi sliding glass door .� 1000Tan202and hterShades Rigid Exterior Extrusions for F— .p .� Cn Q - - sother amNli Dade 4 reserve the right to have this (In 1' anni Dade County) andlor t4ie Axe (m �tuy) gh - '� `''�- 1 _ Test report tin 1) Uniform Static Air Test. per FBC'. TAS 202 94 • - _ � , - � ,. by Fenestration Testing Lab, Inc., Test Report No. FTL 85-#9- dated 11,06,15, signed and ,�'PVC �((Non-White) W'mdows and Doors" dated 1.GV8116, ex- -r _ n on 1LI:.`Jta�,.l _ _ `lam product or material tested for cps amurancepuqxmes. If this produce or material fads to petfaim in the accepted 2 Missile t Test FBC. TAS 201- c � sealed b Ida a. P. E_ (Test revised on 12104? 15 and 0241116) 3. Notice of Acceptance No. 15-0528.15 issued to Vision. Ext Limited for their "Brown manum, the will incurtheea seofsuchte� and the AT-U may immadiateiyrevok-e, modify, 0r 3} Wind Loader FBC, �203 Cyclic 8 fi_ Test r an Infiltration Tw, FBC. TAS 202-94 1� Coated (Painted or Lanted) White Rigid PVC Exterior Extrusions for spend the use of such.. product or material within their4urisdichm. RER reserves the right to revoke the . . _ _ _ _ _ a along withmarked-up draw and lnastati�•utiosl< diagram of vinyl sliding bass door, � � '7_ �.� Uniform Air Pressure Test_ per FBC. TAS ..0� 94 2) W-intdows and Doors", dated 08A31"15. ex on 09130/19. � P acceptance; if it deteru uwd bvI�-Da e C Product CAI Section that dus product or material fails to b Fenestration Test Lab, Inc -Test art No. FTL 8 7'1`�, dated 12)07 5 and y r 202-94. 3) Water Resistance Test; per FBC, TAS _ =1_ Notice of Acceptance No- lfr-4712, 42 issued to ENERGI Fenestration Soh.t�s USA, meet the requirements of the applicable building code_ This product is approvedas described hem and has been designed to comply with. t$e Florida Building BuiCode; sealed. by Idahnis Ortega, P. E. (Test report revised on 0211536 and 0124116) 4) Large Missile Impact Ter per FBC, TAS 201-94 Inc. for their "TAN. and Lighter Shades (lion NAIW) Rigid PVC Exterior including the 2irrte 2, Test report on 1) Air Infiltrlition Test, per FBCA TAS 202-94 5) Cyclic Wind Prea� Loading per FB+C, TAS 203-94 Extrusions for i'4'iadores and Doors" dated 09�� 15116- � on 02041? 1. SerieVelos L1�E,R.RIlaTION: SerleS �`�7Lil2770°' Vinyl slidffig Glass Door �.�ffi�8r[ed1 iT�'�S`O �Qr c� 1.�,a� C13�"®r'r'4-1a.� - 2) Uniform. Static , Presses Tom; per FBC, TAS 202-94 with marked -up drx win and installation d" of vinyl slid- s door; � P � �1 ., �u �� 5. Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA, " _ _ „ . 0 . DOCUMENT- DraviaiittgNca. D-5�70 0 Rev B, tiled "i�IB+'1 Sliding Glass 3oorNC3A � r - 3) Water ce Test, per FBC. TAS 202a94_ 4 Missile,Impact Test FBC. TAS 201-94 � by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12 04115- signed and report sealed b Idalmis Ortega,P. E_ est Devised on 02115/2016 Inc. for their Bronze and Lighter Shades of Cap Coated Rigid �"C Exterior Extrusions for Windows and Doors"- dated 09,'1546- � on 0411&20. 1 through 21 of21, prepared bymat darer. dated 10.0,051 l 5 and last revised on (CIO1 �2,1. signed and sealed by 5� � iilsl Coacher FBG, TA.S 203-94 ) y g ?. Testy or. 1 Uniform Static Air Test_ FBC, TAS 202-94 � � 6_ Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA, A_ Lynn Miller, P.E.. bearing the Xlianii-Dade CountyProduct Control Revision stance with. the Notice of -6) Faced Entry Test; per FBC. TAS 202-94 2) Lie Missile It Test per FSC> TAS 201-94 Istc. for their '"rtr Rigid PVC Estr>irytrr Extrusions for Windows s and Doors" dated Acceptance nunalaeranclexprratscan date by the Mann -Dade IF Product Lt[ttfC�i SeCtit►n Aloe, with { up drawings. and uLlallation diagram of vinyl sliding gkm door prepared 3) Cyclic Mild Press LoaFdingper FBC. TAS'203-94 0&1011 T expiring on 012 18. +1iISSELE MPACT RATING: Large and Small N[issile Impact Reuistant b Fenestration Tea Lab Inc_ Test No. FTL 8516_ dated 11.106 `15_ and _ along with marked -up drawings and installation diagrams of vinyl sliding glass door. pad 7. Test a N s . l0- ?-79? , lO-cK- ti5? , 357 3-ti9, AS iE-s4. � o{) () P� ILimitations:- b 1 see fatale i (sheet � and table 2 (sheet 8� for applicable SGIy unit sizes.;. design presses xetrif+�xcetaents types. � by Idalmis O x P- E. (lest nevi on 01104,16 and 02r°11, 1 �� � b Fenestration Test' Lab. Inc., Test No. FTL 6638 A-1 thru A-22! , dated Y � (singles ) A sT.i 1929 and ,r�►STNM-635. issued b EXOV'A toVision Extr ion for cellulosic 1' _ w tablesB-1 & B-2 sheets 7-8) and anchorlayout shrequirements in 11 their 16. ss s, sill riser (eets 3. Test report on 1) Air Infiltration Test. per FBC, TAS '202 94 11,19/10, sighed and sealed by Jorge A_ Canso. P. E_ (SubuthYed under NO-4IV& 11- composite material- r ,gla 2.. Rigid White FVC, Tan (l+Fors-white) Rigid FVC audBrown coated d or laminated) Rued PVTC to be 2) Uniform Statue Air Pressure Test; per FBC, TAS 202-94 0147 04) (Submitted raider 3'� O4 .'No.11- IOZ 041 labeled per referenced 1MtOXsregi s. 3 Water Resistance Test, FBA, TAS 2"(l?-94 ) report on 1 Air Infiltration Test. FBC'. TAS 2(P2-94 8 Test j per 8- Notice of No.14-0916.11 isa* to Kuram Arrrerica., Inc. for their � Y 3. Egress opetabledoors mast coin writli min chw " or height #'BC requirement, as cable. Ply�,i 'y.P��__g 4 Missile Test FBC, TAS 20144 ) �g,,� �}► 't Uniform Static .Air Pressure Test, per F$l'". •I'�►:S 2i12-94 �) ��r^ery. '`Selt:tl•r�iaso (Clear and ��e) Interiaver", expaing on 07,11d4/18. yA' f,. 4. Pocket et was tender separate approval, to be reviewed by Building official �,,,�y1 p #y (� 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 �q� +����., �7/'+ 3) Water Resistance eat, per FBC, TAS 202-94_ �,�Y�, �[y �}' America, 9. Notice ofAcceptanee Ito.1&1117.01 issuedto Kurat!r'ay America, Inc- for L�l LAB ix G: Each unit shall bear a pe=anent label with the tnaisafatturees name or logo. city. state and series and 6) Forced Entry Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 "Trosifelt t1tracl ear. Clear and Color PA'B Interlari ers7, expiring on 07./08/19. following stateineu:Mami-DH4% County Product Control Approved'-- noted herein. along with marked tap clrawiugs and msWlation diagram of vinyl sliding glan door, prepared 5 Cyclic Wind Pressure Loadingper FBC, TAS 203-94 I -EW AFL of this NOA shall be considered after a real application has been filed and there has beenno by Fmrstratim Testing, Lab, Inc., Test Report No. FTL 8547. dated 1 2,04115, sled and 6) Forced Entry Test. per FBC- TAS 202-94 F. ST ATE -VENTS change in the appikablebuilding coderiegatively affecting the ofthis product. i 1m sealed by Ida Ortega, P. E. (rest rep re%ised on 02/151,16) along with marked -up drawings and installation diag�Ia of vinyl sliding glass door, prepared i_ Statement letter of�conformance with FBC-S*Edition (2014) and FBC'-6*Edition TEIt3.�TIDNrrftisssl+itlAwifiac.exxatftertitees.�aralts�date+�rif'tl��ce}sssbeeua:e��sion,c+rcin€he 4. Test on 1 AirInfilriation Test, FBC, TAS 2'02-}4 )` _ b Fenestration Test Lab, Inc- Test No_ FTL 6337 A-1 thrtl A-5 , dated y` � Report (� ) (2017F issued b masnufacttiraer, elated 08/14:�17, d & sealed L Miller. P.E- Y terms, use, andor ofihe product orprocess. iVtisusee o NC3A anyprodu materials, of as anetido of ct ,t- 2) Uniform Static Air Pie Test. per FBC-TAS V 94 T 12,06/10, sued and sealed by Jorge A. Canso, P. E. (.Submitted under OA X& 11- � 2. Statement letter of no financial interest, dated 04.1 &17_ issued by mamifwturer, signed mi for sales. ad4'ertising or arty otherp es shall automatic allyterminate this NOA. Fanfareto compivwith any 3) Water Resistance Test, per FBC, TAS 202-94 010' 09) & sealed by Lynn Miller: PE. section of this NOA shall be cause for 'on and reino,cal ofN{lA. 4) Large Wit~ Test FBC; TAS 201-94 3. Letter -of lab compliance, part of the above test Deports. AD'%7ER SEhff-%--': The NOAnumber precededbythe words Miami -Dade County. Florida, and foBowed by the 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 C. CALCULATIONS 4. RER Test Proposal No.17-0387, dated 05,0517 signed by Ishaq Coda, P.E- expiration date maybe displayed in advertisingliferature.Ifanypo noftheNOAisdisplayed-then itshall be 6)Famed Entry Test. per FBC, "L..kS2'02-'94 1_ ,Anchor verification calculations and structural analysis, cwit$FBC-2014, done in its entirety_ along with m2dcod-up drawings and installation diagram of Vhyl sliding glass door. prepared prepared by PGT dated 1109 ,' 5and last reused oil 02?15)16- sped and sealed by G. OTHER � N N : A co of this entire NOA shs. be ro-Med to the user b $ie man ufac rmer or its distributors and L SI'ECT'IO copy 11 p y by Fenestration Testes Lab- Inc.,Test Report No. FTL , dated 1'' 0415, signed and Anthony Mii(er; P.E. (Submitted u�d,�:'�"GF4,A'v.15-111t1.fi1), � 1. Notice of Acceptance No.15-1210.01, issued to PGT Industries, for their Series .. a r o - shall be available fete inspection at thelob site at the refit of the Bunching Official. _ sealed Idalrnis Ortega- Ia. E_ (Test � YP�liSetl on 01r041°l6 and 0� "1I,'16). 2.. Glazing complies Wirth ASTM E-1300-09_ y __ -5570i2770" i'my! Sliding Class Door (Reinforced) — L.DI L . �� on Q�lr�l4}�1_ W1 w This NOA revises & renew& N0 A #20-0429.05 and Consists of this pace 1 and evidencepages E-1. E-2, E-3. E-4. I fay ` L /;tali# �+, � r � �;++.r� ( r , +�� ^t �p< W s E-5 & E-6 as well as approval document - abate_ ishaq L Chanda. P.E. k1taq L Chanda, F.E. Lhaq L t:'hasda, F.E. LL x The submitted documentation w-,n rMewed by Isloq I Clonda. P1. Product Control i ait Suporrisor Product Central Unit Sapemser Product Conirai'Unit Snperrisor po y o t?A No..1-flit+.63 hOA Q. 21-OZO.S.01 ri'O?. 1IN10.21-634:.03 <C •a o y Espiratiaa hate: �ipril 1 , _ 625 Expiration Ii we: pri114, .2026 Expiration I?ate: April 1d. 2026 Expiration Date. lit, 2026 � � � Approval Dste-March '-5, 2021 Approval Da!t!. March 25, 2021 Approval Dato. March 3-5, 2021 Approval Irate, Starch 29,2021 y � � Paz* 1 E -1 E -2 1-3 3 cc E 0 c. PGTLm n t ies, Inc. CGI Windows and Decors, Inc. PGT Industries, Inc. NOTICE OF ACCEPTANCE: E"4TDE�TCE SUBMITTED NOTICE OF ACCEPT.kN, -CE: EVIDENCE SUBMITTED NOTICE OF ACCEPT.ArN CE: EVIDENCE STTBMITTED 2. Evidence Submitted ender previous .sub>r E. .ATEB.LAL CERTMCATIChN S (continue) 3, New Evidence Submitted 5. Q Part Surer Suacer Standard complying with ASTM C518 Thermal Conductivity A. DRAN%T i G 0-881 BTU -in/ hr.-ft ='F; ASIM F 1249 VIR Pam, AS IM D3985 der.. -Pass; AS1M E A. DRAWINGS 1. Drawing No. DID-55770.0 R+evB, titled "Vinyl Sliding Glass Door NOA (LW-. sheets 2190 I.G- lability No Fog Pass. (Submitted under pretious XOA Xr.13-! 409.05) 11 Drawing No. NID-547'0.0 Ref- B, titled -Vinyl Sliding Glass Donor NOA (IW, sheets 1 1 through 21 of 21, prepared by manufacnmer. dated 10;05!15 and last iced on through 21 of 2 L prepared by manufacturer. dated 10, 05115 and last ram- ed on 02f101121_ 04022120, signed and waled by A_ Lynn. Miller, P-E. 6, Quanex Part Durase complying with ASTM C518 Thermal Conductivity 2.22 BTU-inf R�VM-Pass- Argon Pie ASTNI E signed and sealed by A. Lys > P.E. b hlr ft=-°F, ASTM F 1249 ASTIa1 D 1434 -Paw Nate This revision e�1d replacement see t ati� s with tax head- TESTS 2189 I;G_ Debility Igo Fob ASTM E 5Dom* Point D-2c11FF in 48 his.Q� 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 1. (Subm iwd trader NO 4 X6. 1 S-tI.10-05). B. TESTS 2) Uniform Static Air Pressure Test• Loading per FBC. TAS 202-94 7_ Vision Extl'twoas— Ltd. Parts eomp4 ing with PVC-AAI 303-13. Voluntary Specification 3) Water Resistance Test, per FBC. TAS 202-94 for Rigid Polyvinyl nyl C'hlaride (PVC) Exterior Profiles for Visicm Extrusions, Ltd. -VEX -I by 1. None- 4) Large Missile Impact Test per FBC, TAS 201-94 AAMA Fenestration Exterior Prof* Certiftca' Lion. Program_ (Submhled render. '0-4 Xa 15- C. C ALCL'LA- S E 5) Cyclic Wind Presses Loadingpe€ FBC, TAS 203-94 0409.#5) 1_ Nine along with -up draws and installation diagram of all PGT industr es, Inc. 8_ Vision Exams non& Ltd. Parts complying with PVC-AA-NIA-13_ yy a)representativeatiire wits listed below and tested to qualify Dost-sd 791 and Dowsth 983 silicones, (Submitted underr,a�F� � a •'� 15�46 0�� D. QUALITY ASSURAINf:E prepared b Fenestration Testing Laboratory,Inc_- Test No.: y la 9- PVC -AAA A 303-13, Voluntary Specification for Rigid Polyvinyl Clalonde C) Exterior Profiles for Vision Extrusions, Ltd_-1v'EK-1 by A.AMA�. F�tion Exterwr Proms 1. Miami -Dade of Re t • and Economic lie � lid � OtER)- � FTL-7897, PGT PUT5520 PVC Fred Window (unit 6 in proposaal), dated €19103,'14 U) FTL-20-2107.1., PGT SGD780 Aktmirasm Sliding Glass Door (.emit 7 in proposal) F'TL-20- Certification Proms 2107.2, PGT CA740 Ahura Outs°w ng Casement Window (unit 8 in proposal) F1 L-20- 10. Notes of Acceptance. No. 18-1217.14 issued to Energi Fenestration Solution. USA- Inc- for E. ALA TERLAi. CERTIFICATIONS � > 2107.3, PGT PW` 620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. their "Tan 3040 & light shade (non --white) N%Idte Raged PVC Exterior Extrusions for 1. Notice of Acceptance Nco.19-0305.02 issued toKuraray America, Inc. for their > PGT PW7620A Fixed Window (unit 10 in pr+ posal) dated 07/13,M- all d Windows and Doors". on 02,04.!21. "Troddoft, Ultraciear, Clear, and Color PN7B Glass Interiayers�, on 07,t38f?4_ O and sealed by Idalmis Ortega. P.E- 11. None of Acceptance No. 18-0122.02 issued to Eiergi Fenestration Sohition, USA- Inc, for ?. Notice of Acceptance No.17-0808.02 issued to Ku atrav erica. Inc. for'their > L— CL their sezies. ""like Rigid PVC £xte6or Extrusions for Windows and Doors`'- opting on "SentrTGlast, (Clear and'"Hite) GLiss Interfa e'rs"- expiring on 07/GV23_ Q C. CALCULATIONS - 02128023. 3- Notice ofAcceptance No.19-1106.10 issued to Vision ExWusions Limited for their `$rows O Q 1. Anchor verification calculations and structmal $is- �� with FBC' 7 12. Notice of Acceptance Rio_ 2#)-l}203.03 issued to Enesgi Fenestration Solution. USA Inc. for , • Coated (Painted or Lam.nat�ech) i'4�te Rigid P`�4'C' Exterior Extricsiotl.s for Windows Edition (2020) dated 041 2f20, prepared by mamrfact mff- sued and wiled by their `Bronze & hot shade cap coated 'Mite Rigid PVC Exterior Extrusions for and Doors7, expiring can 09130,,24. L }' Miller. P_E_ Anthony Lynn d Windows and Doors-, expiring on. 04li6125. 4. None of Acceptance No_ 18-1106.11 issued to Vises Extrusions Limited for their series � � 2. Glazing complies with STDiE1300-04, 40. -12 and -16. "VE 1000 Tao 202 and lighter shades gnu-N%Iite) Rim Cellular PVC Exterior -0 D. Qi ALITi' Assi?RiNCE F. STATEMENTS Extrusions for'fndows and Doors"- expiring on 12f29=21. Q Miami -bade Dept of Regulatory and Economic Resources OUR). 1. Statement letter of confom ante to FBC 76 Edition (2020), dated 04,�. r"20. issues. by tlramuafactuarer; signed and sealed by Anthony Ly'fm Miller, P_E. F. STATENiENTS E. atIATERLAI. CERTIFICATIONS 2. Statement letter of no financial interest and of independent, issued by manufacturer. bated 1_ Statement letter of conformance= to FBC 716 Edition (2020), dated 02101"21. issued by 1 _ Notice of Acceptance No.1"305.02 issued to Kuraray :A,merica. Inc. for their 04,1181-10, signed and sealed by Anthony Lynn Miller, PE. mar. n ifactuarer: signed and sealed by Anthony Lynn Milks P-E. U) "Trosifbit UttI•adlear. Clear, and. Color P"i'B Glass Interla rs-. expiring on 3. Private Labeling Agreement document between PGT. dated 03,30)15 and signed by all 2_ Private Labeling Agreetnent dated 03109,21 between PGT Industries. Inc. and CGI 08 07�'?4_ r.talvttl parties. Windows and Inc.,signed Dean M. Ruaark, P E., V.P. Engineering- on behalf of U m 2. Notice of Acceptance No.17-0803.02 issued to Ku rarac America, Inc. for their '. both � Q "Sena last, (Clear and Mite) Glass Int"veli apiting on 07/4'23. G. OTHERS a- 3_ Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their 1_ This NOA revises NO A# 17-0420 06 ('PVT wJC-GI) and updates to FBC2020 (711 Edidou) G. OTHERS —0~ "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions � OW21121 _ 1_ 'this NOA revises & renews NOA,# 20-0429.05 (PLA tv1C�GrI), exp ring 04i`14i26, fondows and Dears'. expiring09�30, 4. rt e �?_ RERTest proposal #14-I155 sated 01/10,20 approved by Isbagl_ Chanda-E. expiring n 2. The current associated PLA CGI file #�21-0205.01. g 04.11# -26. O L CU 4. Notice of Acceptance Net.18-1196,11 issued to Vision Extrusions Limited for their '¢ 0414121 _ L� w � serer -17E I0 Tan 202 and -titer shades on-Allike Cellular PVC ��<� � } cam„ i1 "� ii...�R,. l i � ec C Exterior Extrusions for Windows and Doors"% expiring on 12 n-9.121. � , r , i � I, r .� . � � Q � Z i Ishnq L Chanda, F,E, Ishaq L rhands, P.E. J Ishaq 1. Chanda, P.E. Product [ontrvl Unit Supervisor Product Contrai Cah Supervisor Z Product Control Fait Superciser N\QA NO. 21-ONS.-03 IlUA ?tia� - ' a..l tt_€l,.03 Q N OA I+ui. ii-V8543 Expiration Date: :Burn 14,1016 Expiration Datt. April 14,2026 J Expiration Date. April 14, 2026 Approval Date. March is, 2021 Approval Darr- Starch 25. NZI d Approval Date- Sfareh 2►, 2821 E -S E -6 SHEET N0. E -4 March 6, 2023 PA 1.4 (D > O U O_ MIAMkDIADE MtAMI-DADE COUNTY " C 0 O PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA LLC O O- L CQ0— DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 C BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED a --a NOTICE OF ACCEPTANCE (NOA) Aw miamidad&gov/economy 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 (D -0 U -0 OL O Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 cl Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details'; sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of CD }, co prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. „ 1, dated 03124103 and Drawing No. LT4612, titled Cast -Crete 4' , 6 & 12 O `+— O > SCOPE: "Cast -Crete 4 ", 6" & 12"Lintel Safe Load Tables`; sheets 1 through 3 of 3, prepared by LT4612, titled "Cast -Crete 4", 6" & 12"Lintel Safe Load Tables'; sheets 1 Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06/12114, all .� O O � N s_ This NOA is beingissued under the applicable rules and regulations governing the use of construction materials. pP g g Craig Parrino, P E., dated March 24, 2003, last revision #1 dated April 28, 2003 both g p through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. on 08119114. L �• I17 O C6 0' The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on _C CU �+— .&0 8- ~ U� Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS '� (�� 1. Test report onflexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1, Calculations for Cast -Crete Lintels, dated pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perforrn in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS sealed bby Craig Parrino, P.E. prepared by Craig Parrino, P.E., signed and sea accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, A.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations or Cast -Crete Lintels, dated 05129103, 140 pages, prepared b Craig f P g p p y g E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT; Drawing No, FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" prepared by g g 2002, 1. Letter from Cast -Crete Corporation, dated February03, 2012, signed and sealed g Parrino, P.E., certifyingcom liance with the Florida Building Code, 2014 Edition. p g Lintel Safe Load. Tables", sheets i through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality stem Manual or Prestressed Products dated 2002. Q �' �' f by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS UNDER PREVIOUS APPROVAL # 13-032L07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant i. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each Lintel shall bear a permanent label with the manufacturer's name or lags and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. "Cast -Crete 4 ", 6" & 12" Lintel Sae Load Tables", sheets I through 3 o 3, prepared b -f g f P � y 1. None. Craig Parrino, P.E., dated March 24, 2003, last revision dated Mauch 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no None C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS . 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically ten'ninate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None, the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Cade Compliance ice. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. c This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and N oo a ® I E-5 as well as approval document mentioned above. elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. r �elmy A. Makar, P.E., M.S. '— '- = C5 �+ a Makar, P.E., M.S. The submitted documentation was reviewed by Helmy AMMHUCECOUNTY Pro uct Control Section Supervisor Product Control Section Supervisor Product Control Section Supervisor 9 m x A-13. ,1�- NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 a ; G r7 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 2 o og 201202o Approval Date: 08/20/2020 Approval Date: 09/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 a d x d.= Page 1 E - 1 E_2 E-3 =W E o � 3 ,o O T j CL� N •Cif C O Q V O Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS U) 1. None. 1. None. L. C. CALCULATIONS C. CALCULATIONS CD 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. L None. Q) F. OTHER F. OTHER i 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. _ Ca 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`, sheet 1 of L 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1_ LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 O through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last L� -0-0revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on 0 January 22, 2019. :3 B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE ♦� U m 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER L Article of Conversion for a name change. O Ili � w Cale my A. Makar, P.E., M.S. Hetmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor Z J NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-4 E-5 d SHEET NO. March 6, 2023 PA 1.5 I I, .I I 1 III. III J "I .I _ 1 I,y'. hap'trrW1W- ,...E., ,"II PRODUC1ff .AL4UATION 1tEPO1rL1YO. 2 7ER.D7 2 PSOD�T?Aj'[ON REPOA'r IVO EQ. .07 3 1 L E+CO I/VC�- TILLIT TESTING A ENGINEERING COMPANY 22.FATREPORTS: S. MATERIAL CHARACTERSSTICS AND SPECIFICATIONS: WATTRR A. TUIT, JR., P.6. GltecolWnDl.Cmn Large missile impact and fatigue load tests were performed under Protocols TAB Shall be strictly in accordance with General Notes and Components indicated on PL P.D.""'"e.'. W' per 9 201, 203 as r section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing PLCJLLL...N..0^'19 as per TAB 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09i18/1996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-175. PRODUCT EVALUATION REPORT #96-T30 dated 09/2011996. all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7._LIMITAMNS AND CONDITIONS OF USE; REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. DCM-197 by QC Metallurgical, Inc„ dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tiltaco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. PRODUCT SUB -CATEGORY: Storm Panels 2.3. $TRUCTURAL ENGINEERING CALCULATH) 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 162D.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Protection Products LLC length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be Installed Into poured concrete, concrete block, and 4800 S.W. 51 Street section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., wood frame structures. dated 11103/08 and 03112/15, signed and sealed by Walter A. Tillit, Jr., P. E. Davis, Floeda33314 1 PURPOSE OF EVALUATION; 3 MISSILE IMPACT RESISTANCE' Product Evaluation Report prepared by Waiter A. Tillit, Jr., P.E. (Florida License This is a Product Evaluation Report issued by Walter A. Tilllt, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per No. 44167), President of TilteGo, Inc. (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. TAB 201 Protocol. 011A,11,111t", 61 G20-3, Method 1 D of the Florida Department of Business and 4- WIND LOADS RESISTANCE: tip, A: Tk j'%, Profetssionai Regulation- 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind `�,oi ya Qti •• ✓ a fy1 . A�I;EN •'•.9, Try This product is being Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15, - --- 10.... been verified for compliance in accordance with the 2020 Seventh Edition of the 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. -* * ° * _ Florida Building Code, and to verify That the product is for the purpose Intended 20.176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 14, 15, 17, 18, 19. 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), .—� , .� -- cIE­l1�?-0''•• STATE OF ,:'5 at least equivalent to that required by the Coda. drawing No. 20.17& O,c'•. tOR10 .: � , I. This Product Evaluation Report shall be subject to review and revision in case of `''�;5/0N, E�� 41111tU111101 AA a Building Code change that may affect Its limitations and conditions $. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED sheets 3E}tS 3 thru 7, 10 thru 20, 23, 24 and 28 of 26, of Product Evaluation Document D:1 T�IL•TECO ADMON RECORDS l P. E. REPORT.20 \ GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE 2.1. PRODUCT EVALUATION fP•E�p,1: (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANELI DRWO i420•T FS IT REPORT IZC-O OI -DOCIJiYIE-NNs Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tiheco, Inc.; signed and sealed by Walter A. (P.E.D.), drawing No. 20-176. Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part illllple Evaluation Report. A; r�('(7�,,y ALLIHIIIlllltlpRA A TI(t/T'+y aaw��'R rP` �\CENs lY� a``a��`EQ ��GEN,SF' ✓'?) y = -- 1; . - �zt_��_ _ -- N0. 441: 7 E = `-P-fdO.- 4J 67 y TA�f ,- - �ORIOP..,�4. / - STATE OF r c� S 's, , ' A/ . ° O' F148I0' $ a` roc 6ti .,, sSr ... i, • x `�� "a I- 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - P1QQ;1 g 1 lfrr/6 tic"" Nmi N,11,... it f ��C\\-s, TILLfT TESTING & ENGINEERING GOI W.ALMRA. nLL1T, RL, P.B. tiftecr,@aof.com PRODUCT EVALUATION REPORT Ff. P.F T•KANANP 4416'. 11,14, L-. Ne. 3W6119 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products, LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Wafter A. TI11It, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verlfled for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 21 PRODUCT EVALUATION DOCUMENT - E D L Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/2712020. This drawing is an intea,l�tltlEfl.+oi,jf�"Is Evaluation Report. `NAG �E , ....,(/ ,a,* 6 STATE OF 2co-if �:�`X� �. FCORIDP ..;`,� a 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 -Phone: (305) 871-1S9q'y tf3b��$4N1r-I531 PROD t �r -VALE:ATION R.POW NO. 20-4172702 2 2 2 TEST REPORTS: Large missile Impact load tests were performed under SSTD 12.99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03111/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Haltom, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAB 201 & 203 as per section 1600.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. BCM-198 by QC Metallurgical, Inc., dated March 13, 2000, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.13 STRUCTURAL ENGINEERING CALQJLATK)NS On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1004 of the Florida Building Code. Calculations prepared by Tllteco, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. FISSILE IMPACT RES13CE: Large missile Impact under section le09.1+2 of the Florida Building Code, as per SSTD 12 99 Standard and TAB 201. 4x WIND LOADS RESISTANCE• 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. w��'A,rT�I, .f v C��-,yiOElUs ..... y A. f ?—I', STATE OFF per'•. 1ORIDA � g�'''a s/ONALE��.., yF11/litf I1111011AN BY INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-173. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 6, MATERIAL CHARACTERISTICS AND SPECIFICATIONS• Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7. LIMITATIONS AND CONDMONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P,E.D.). drawing No. 20-175 prepared by Tilteco. Inc. and signed and sealed by Walter A. THIN, Jr., P.E. 7.2. Product shall not be installed within HiGH VELOCITY HURRICANE ZONES as defined on section 1020.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tflllt, Jr., P.E. (Florida License No. 44167), President of Tilteco. Inc. (Florida CA-0006719). WAnu Da TILTECO ADMON RECORDS L P, E. REPORT.21] GALVAM2ED STEEL STORM PANEL X DRWG III 20-176 % -*^ -'a' ^W W C C/) -0 a) _ CO > O 0) = -I-.- � CD-� C O c .CD CU U -a � i� Cn C a)-0 = CU U O cu -0 -L fn _0 C C 0 Q CU Ca O 0- CO LL- `0 > -ICU � 'v n o U Q - -0 -= (n Q Q 4 Z Z W J COMPONENTS FOR REGULAR 8t �,IFE SAFETY STORM PANELS GEO•Na�E�•RpA�L� uA,n,ArT•r�c� (SralE T/2>17 1/4, 2/4, 3/4. 4/4. 5/5, 7/5. YYaaiioViuftf..i: 83) W CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS eE FOUND ON ,HE 1W 70, 2W 10, 3W 10, 4W tO, s/5 (IMa /aL 40 am OK1W@iL la9N. ID� Owl11.5) EXISnNG WALL ANCHORS SHALL BE LONE. ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. / / / / �j T STORM PANEL SHOWN ON INK PRODUCT EVALWTON DOCUMENT (PC.D) HAS BEEN VERIVIM FOR COMPLAW! IN ANCHORAGE' SRW BE AS MENTIONED W 91) AND IN 82). - ..__... _ _.. 15.I"' nOTAL WIDTH)._.. _.. _ - .- _ ,5196' (TOTAL WDTH)- 5w/10. 6W/11 a 7W/17 ACCORDANCE WITH THE 1020 {71N EDITION) OF THE F1.OMOA 6UKDING CODE. CC) rO MMI19 WN Mrrmr 11MM._' _r), -Mfty 12.WW (EFFECTIVE WIDTH) - __ 9%& 1/4-. TAPCON ANCHORS, AS MANUrACTURED ♦ Y I,.W BUIDEA, INC - _ _ - _ - __.. - -. __. 3' MA% ANCHORS: FOR CONCRETE SEE SCNEdRF ON 94CM 8 tr 9 3• MAX_DESIGN NDoK0 PEED SMALL 8E DETERMINED R PER SECTOR THESE THE ABOVE WIT BE COM,INSTALLED 1 _ _ _ -.. __ . 6.250' . _ . _ _ _ _-_ FOR A WIND SPEED AS REOAREO BY THE JURKOCiON 'WHERE THESE SNORERS WNI MSrALLEC AND - r/{-lO PANELMATE FEMALE D AND PA4ELMAlE PLUS ANCHORS. AS WWUFAL'1ItRED MA EICO CONSTRUCTION PRODUCTS "� FOR 10 -' .6 1/1'-_._-._. . __.._ WOOD SEE SECTIONS ON SHEDS & i1 i' MIN. FDA A DIPECTONALM FACTOR Kd-0.65, USING ASCE 7-16 AND SMALL NOT EXCEED THE MAXIMUM (A5.0.I - •/.-. LAC SCREWS PER N.D.S.-,-'-T3150' --'-1.3,50' 1.,-o. '•.500• ."+.SOD` 1' AIM OESGTI PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14. 15• 16, 19 A 20- - 7/16.9 - 5/e WOOD BUSHING. AS DISTRIBUTED By AIR. POINT SCREW, BOLT a SPECALTY Go. r - I • ^i • • -.'1 :•� O.O3a' ,OL THICK I--I,3S0 ..'`A ♦ a a _ 0 6 ,N.� IN ORDER f0 VERIFY THE ABOVE WNiM1UN, ,AnNAA'RF DESIGN WIND LCNDS DETFT/uMEO P,71 ASCE 7-IS f. jam,, I �`- • O, O� , O Q _ I _ _ _ _ ------FIRSTMULTIPLYINGBySHALL �. _ COMPIAE 1NESE W/ RNA% (A.S.D) DESIGN PRESSURE RATINGS MOUT[O ON SHEETS 7 TNIN1! 17, I N• 15, 18, 19 tr ZO C 2 MINIANID MUM THREADED PDE'FpATON Of LAC SCREW INTO P t 2. 7f. 2.CISPIGALVANIZSrEn '' \ 7 7LL .2/'/ %) 2.657"G-4110y'` TYP\ ®y., ; 7. ®+®• -- {---r--r--r-�'�'--'( - ' I I ' ,. y ��'• IN URGER TO VC7O'Y iHNt AMyORS ON THIS P E.D AS TESTED WERE NOT OVER STRESSED. A 337E INCREASE IN ALLOWABLE ) PEAETRATOH MTD STUCCO SWN.: 9E WN510E1RED AS RAPT nNEF gEWgIED TIIRF,FDLD PENRRAnON.IIiREADED 2 0. M� TYP � GRAIDE 60X MAIL A.T �NEB KTAI At l \:/ (i i i C= WSTRESS OP WIND LOADS WAS hQL USED N r4M ANALYSISFASiLWptS SPM.NN: to WIND ,AS BEEN OETERMINED W -T G-40 i . I ACCORDANCE Willi FLD.S 1016. C 3) MINVALN EDGE OSFANCF OF LAG SCREWS. YNTO WIND SwYL 8E AS »EXCAIED IN THE DRAWING 1 1-�TAL A 16.Q LYFTAL A ` {ed 1 I C.`l. STORM PANEL'S ADEDUACT POP IMPACT ANSI WIND RESISTANCE HAS BEEN VEREIED IN ACCORDANCE Wo SECTION 1626 O ill. - - _ _ _ _ _ _ _ _ _ _ _ . _ _ .. _ i `- _ _ _ _ _ . _ . _ I _ -_/ I j I I ) 1 j i Eq V L\ C THE ABOVE MENTIONED CODE AS PER HURRICANE CNGME£RNAG tr rE5,1NC INC. REPORTS 96-569. 96-570 tr 96-T30 AND C 4) MWYN14 PEN[TRATONI pF wooD BDSNING SNMl BE 5/B' I/1' .-2n SCIiEWs USED SHAL. 11F 1 ,/Y DON° MINIMUM 1.350• . _-L-1.1Jo• _ � , 1_. _ (._. _ 1 )-_. -_. L. = r..T � FFJVESIRAION T SnK LAB INC.. REPORTS 12ON a 02126 . AS PROTOCOLS TAs-20,. TAS-p2 AND d5-nT! 9ElUlD STUCCO EXIST ANp ,• MPAMUM FOR WALLS r1M No STUCCO ---a.25D' --- --- - -1.350' I i _ -.� 1 - T 7 -- i - T Q0 CV AS NEt1 AS AMEAfCMi 9E5r LAB M SOUTH FLORIN REPORT /0719.0, -()9, AS PER TAS 201, TAS 207 AND i I ,' I. TAS 703 STANDARDS. C 5) W CASE ANCHORS PRECAST STOW. OR AETASi CONCRETE PAIAIN STUCCO OR WOW BOARDS 8E FTNMC ON THE E.CtSiN4G / 1 STORY PANEL END STORM PANEL ` I I . i f f I I I j 1 I I H ►� a 2 ALL ALUMINUM EXTRUSIONS TO 6OG}T6 IN1OI AND TEMPER. UNLESS OMER1n5E NOTED) SR SHEET 2 (U) ANCHORS SMALL O INSTALLED FOLLOWING ALL A NNE REC04Mil10ATNX,S AND SPECIFICATIONS ffi THE ANCHOR'S MAVUFACNRFA / 1,250• �__._ -..... _ 2.t87' I 1 I _ I I 1 }' a '� ! 11 I A I y �1 L WALL. Af'wTMMS SHIN BE LONG Enwc,N TO REACH THE NARI STRIICrIMf BEtPNU SUCH PANELS O 2.167' ' ). I I _i. N ( ANCHORAGE SHN1 BE AS MENTIONED W C 1 C 2) a C 4) _ N T ALL ALUARNU4 SHEET META USED AT CLOSURES `.HALL HAVE 3105-H14 ALLOY. __ I t i 1 - I W C .= i I --- I R N= NVwFLY Elm N,P / ) R n 12s ,/4V-20. 1/4•.-20. .RS I I ; I (� _ _ _ - _ 1 A ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUAUT1' SrM- ASTM A-553 GRADE SG WNIM N. G-60 {/ ,Do' - .750• ^ Ig I I BMTED PANELS W 1 u-zor,- 3 d GALVANIZED STEEL CESAGMTON W e PANELS MAY ALSO BE INSTALLED HORIZONtALLI TOLLOWIW, INSTALLATION DETAILS SHOWN ON SEGTSOH S THROUGH 10 (SKETS 4 - - i If T.25o• %-3 - 3a SERIES Sn ES iUNBO.tED PANLIS I s.s. M.s� BOLT w/ 7%e' r 3/31- f GE /!V•- 66.5 NI (•Ft(A ROARED) IHRGUOM 6) EXCEPT -HAT HEADVISOAQ SHALL Not BE USED W/ NE1NNCi) E77G£. 1 f -1 .f00' Not . , I 1.t25' SS sago MY6rm S.i STUD MACIED - .750' 1 i ; � ro ANCtE • t0 ANGLE a I i , (SEE SECTIONS AS ' i IWNGNUTS a EA, OVERLAP L' 5 ALL SCREWS TO BE STAINLESS $TEFL 304 OR 316 AIS ORES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9 n SHALL 8E 11E AESPONSNBIUTT OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF rNE SIRUL'TURE INNER! SHUTTER IS TD BE i - 9.0� i �' H 1 I 1 ,2 ,/Y 0.C. t2 1/2. OC I I IAPPLICAIBLE) 'i. ' I ' (SEE ACTIONS AS APPLICABLE) [� y Z . ON 50015 W/ 50 lot YELD STRENGTH AND 90 Ve, TENSILE STRENGTH W SHALL COMPLY W/ PWRIDA BUILOWG CODE / / �' 7 - i ' i 15 ATTACHED T° INSURE PROPER AHCHORAGL THIS SHUTTER SHALL ONIY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME (/r' � 1 /�� =°.DD' 1W .Dy]• ' - i I : II � 4 SECTION 2.11 .3.3E / - - `.'i 3.375' .D9]' G3• 71I29• 2000' 1.500' ' 7.500' 1 I _.. t- _ _ __ I __1 -.s _ i __..- l ) �. rJ' 3 CC 6 BOL75 TO BE ASTM A-347 GALVANIZED STEEL, OR NISI 304 SCARES SAWI£55 STEEL MAIM 36 IaN NINfMUM nEIEI t -- I 1_ i I - -. _ _ 1 -' SIPENGtH. 1OAEACH REGULAR STORM! PANEL 'ATM LENGTHS OVER 6'-8 THROUGH tZ -4', AS PER SECTIONS 6, e. 9 A 10 ANC ALTERNATIVES 8W, 1, 0.260• ••��-, /� I 2 125' A n 1375'. 1 (ICTAE 1 )12; .938; 154 O, , 1 ,. -; i .1' I i ' 1 I I I ' EO ' u .0 o93• 9w tr ,PIN ON SHEETS 5, 6 tr 12 RESP[C7NEtY; SW41 HAVE A .EDIBLE AND READILY VISIBLE fAARKN4G NisI11UCT1NG OWNER OR NELWLE -{ - ! t _ 7 i 1670 1\ I � ! 1 i I I i !•, T ANCHORS TO WALL VIAL BE AS FOLLOWS TENANT TO SECURE PANELS WIN APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING �% it a 3 5 ) I , 5' NT. -. - 125' i.i00• - 1_SDO`--1 I I I : I I I n t+ 1= O (A) jQ-„E)1$iJB AIQUBEL_L E 11 THE INSTALLATION CONTRACIOR IS TO SEA/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS 04TACf WITH 1 N . - .. I I I - I /A'. SAPCON ANCHORS AS ,AA116ACiuRLD B, IiM BU-DEX. INC (Mn rc-3192 P.;s,) THE BUILDING TO PREVENT WIND/RAIN W1RLISIGN ISOMETRIC VIEW DETAIL A-2.000, �' f1Et 2.00L1• --• I _ 1 _ -. (--_�--I I _I _.' __ _ I ( R. 1/4' . ,I 7/8• !"CALK -IN ANCHORS. AS MANUFACTURED B7 OCWALT INC. (MIN. Fc-3ow P.A.I.) - ,I .. , 3,1a' SCUD -SET ANre•ORS. AS DKTR18UTCD BY ALL PORT SCREW. DOLT & SPE49ALTY CO '7 `TROV�.O ByLTHE'E JURTR2SpNTIpT WHERE' PERMIITISSACLIED TCArFD " Tkl< DRAwWO PLUS AN7 BUrLLHNG AN° ZONtYe REGUUMIN3 ROIXfDED CORNER a ENDS Dr PANEI•S +' R 2 h HEADER 3 U" HEADER 4 ANGLE WITH STUD ANGLE WITH D.M+�'®i0- @ - -� ---i i r 'I n I 1 ' o; 1 ! o ; --i; -- 1--" '; 1 I_ 2 of f14' 1'c-7000 P.A.,J END LIP W/ HEMMED EDGE. O . • O . O /1 @ _. 1. ( 0- V O©'�®� ,_ ( 10 PANELA,ATE FEMALE D dl PA4D1 ATE PLUS ANCHORS. AS MANUFACTURED BY ELOO CONSTRUC RUN PRODUCTS ,,V (P) nR5 PR001K:T EVALUAD,XN DOCUMENT (P.F D) OWEPAAED By THIS ENpNEER ,S GENERIC ME OOFS N(Ni PROVIDE INFORMATION (N. S) REVERSE STUD _ '. � � t/4, 2/4, 3/4, 4/'4, 5/5. 7/5, - �. ,� - � (NIV. ri-3350 Pa.;.) FOR A SITE SPEGP:C PROJECT. ,. WHERE TK SITE COMMONS DEVIATE FROM THE PE.O 1/4•. Cr TAP -GRIP ANCHORS, AS U.NUFACIURED W TRU-FAST CORPORATION (,'c-360° P.XI) I - , � OV 1W/10. 2W/10. 3W/10. 4w/10, ,SI CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. O AFF FRO AND TH INSNDITIO S INCLUDING LIFE SAET' ,3i THIS F`ROUCI s/$ A.1) AANWUM EMBEOMENI OF TAFCON ANCHORS INTO POURED CONCRETE SHALL 8C I !ia•: 7' FOR pANflWif rFMAE BASED ON THIS PEA. PROVIDED HE/SHE DOES N01 9E1MTE FROM THE EDNOITKNPS DfTAK£D ON THIS DOCUAEM i--I 1/1A a 2114 �. 37i' 374 5W 10, 6W 11 $ 7W 17 O AND PAEMALTE PLUS AMC 1 1/4- FOR CF TAP -GRIP ANCHORS CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSOI ITY i N - rip TOP EDGE 096• 066' 75O' / / / A _390' - 0r PANEL .166'- .18e+ 310' A2) CALX-IN a SOW -SET ANCHORS SKULL IE EMBEDDED 7/8- MATT° THE POURED CONCRETE NO EWBEEWNI NtQ (c) na5 1ARWUR EVALUATION D,7CUNENr WILL 8E CONSIDERED INYALA If MODIFIED. - 1.4D7'1 °6J'D 375' a34+,!F H. '.6�'t.__ - N!25•'/S mo m _ _.... -. _... NICHORS:FOR 0SEESECTIONS �tE SHEETS 8 tr 9.- STUCYA SHALL PiAAPr}ED ,/N' •-20 SCREWS USED SHWL BE ,/2' LONG INN5IUM SINWtD STUCCO EOS, -I 625•, -8--, i -- , SANOIF tr f1 f!2' OC NO ,' WNIMW FDA WAILS WITH NO STOCO. A/O WY IX' HFAO[p SCREI.S OR AL1 I•PEAO© SCREWS W/O HEAD Id) STFE SPECWTF PROJECTS SNAI BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARFSIRE'CT WHoCH Wyl BECOAE THE IL _ r f 671• 0. 4 BUT WITH WAND NUYS ENGINEER OF RECORD IE O R ) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE 1 1 ,390' , �]' 1.343' 1�.067• 1.671' ,.500' PROPER USE 6- THE P.E.O ENWNEDR °F RECRD, ACTING A5 A DELEGATED ENGINEER TO ill£ S/19S HOLE FOR ' ON - A 7) W StFN TPA' PRECAST STOKE. PRECAST CONCRETE PANELS, PAVERS, $,OCHE AI WOOD BOARDS IE FOUND d THE =.E.O ENGINEER, SHALL s,.43Nn TD ,1NI5 UnER i,E STC SPECIFIC DRAWINGS FOR REVIEW- ?iTLA LlTrrarlaN A - - -- �� i 5• ) ' i 015• D' REGULAR STORM PANELS 1) do ( ELEYATION EXKnNG WALL OR R00R, ANCHORS SHALL 8E LONG ENOUGH TO PEACH THE MAN STRUCTURE BFNIMJ SUCH EV'EW+' PAR" �'AP , . AAH OW I L -. - N.T.s. PANELS A+CMDRILF SHALL 8E AS NFLJNONED IN A1) AND IN A.2) (e) THUS PEO SHALL BEAR THE DATE MITI ORIGINAL SEAL AM 504AIUK O THE PROFESSIDNM- J _- 2,000• ENGINEER OA RELDPO THAT PREPARED IT .825`. / ^Tw.) ro) TO F IS.�• SO KEY HOLE WASHER --__-- TING P PC nANC ORS AS I MANUFACTURED UFAC URED 14 SHUTTER MANUFACTLRER'S LABEL SHALL BE LOCATED ON A READILY NSNBLE LOCATION A STORK " W 1/{' Mp%. OAF - 1/4 a TAPCON ALA -IN AS CAS, 0CINAW AC 1 w SNIDE , INC _ -.�- -,_�� F" TRACK ANGLE ® Sf8" F TRACK ® FLAT PLATED ter 1 4• 1. a 7/8 UO-S ACHORS. AS DISTIM UTED ED BI OPOINT INC (MIN. r'c-,500 pa17 PANEL OF PLACED M OR ULIIANCE WITH LABEN XG TO 3 O' F1WIH BUILDING LADE.. ONE ,ABET / SHALL BE PLACED FOR EYERy OPEWNG. IABEUNG t0 COMPLY W11H sECTON , lOB 4 2 O THE GALVANIZED, (MAP) - '- O••' f WITH STUD (19-- O.f71LM -1 YIl!OP VA1LY} - ,/4Y X 3/{ sDtlD-SET ANcrrcMK, A5 OSTRI�rm BY M.t PORT sGREw. Boti 6( sP£axry ro. FLORIDA BVILDPNG cow gALVANI2ED STEEL �'-' (/ -3.4'� \\ g�MLLNMi - - (MW r'c-1eDO P. L) Tim DRAWOID SlAtl DN1Y BE lJSED TO WIN,. i6' +DNG - - - _ ) \ '1 ) dsA�EE4 -. Ti jT _ - %l4-+U PANELNATE FEMALE ID AND PAIELNAtE PLUS ANCHORS. AS MANUFACTURED BY ELGO C,X4'S1RVCdON /% �,; •• + yy. , PRODUCTS (MIN i -2071 P.e..) ANN,A1111"NN DBtaM PERMRS M 71E STATE OF :LORKaL N �.� P.• .. i .. TR,,/4' . Cf TAP -GRIP ANCHORS. A5 MANUFAC'nKOU BY IRO-FAS'1 CORPOPATt9N �E4 A. 7/ ��4q,. .37s•P 136-6 87s•d 81.11-1� •�' � � Tz i J4• � �MH EQ�''' l FtARtDA BUILDING CODE HI h Hurricona Zon. L -� 3is' - r) s / No.44167 DAP ER.p:..,�/T B t) MMNUM EMBEDYITYT C# iAPCON ANCHORS, CltO PANELLNTES AND CF TM -GEM FA4GtiNOR. INTO THE C01�. �(,'Velocity ..Tie ' = ,,//��,y KINK UNIT SHALL BE + 1/4• x r �' %it amsP 11LTEco. W rA _ . _ , ' 1 * . * FLORIDA BUILDING CODE (High YaINN:i HurTkana Zom "I `-� EN ''•.'Z FLORIDA BUILDING CODE (High YwlocN HMRNOOM Zone) �a .. 20 GAGE GALVANIZED STEEL STORM P - - rn. 6.2) CAlK-IN a SOLID -SET ANCHORS sHu:l BE ETeE°DE° 7 e• Wro rNF coNCRETE Ls.Ga uNr, No EM E N0. 4 167 __ tNZED ANEL IW _ , �7Ep IMINNNUTNICKEL a ° z STATE F •� P»m TMTlzo• Ne 2G 6/,GE CALVANIZEO STEEL STORM PANEL r' er>oP° TKrze°. W. 20 CAGE CALYANIZED STEEL STORM PANEL r' g�,�} I 23D' t25 - - .Te7s rto m ccc ,HAIL BE PERWrrED /4 .-2o scaFWs USED SHALL tY I ,/2 LONG uWNUN � DUIX SrocLro / GLOBAI PfK1TECT10N PRODUCTS. LLC. �! - © KEY HOLE �OA, ., l0 E - °ALMA" e s 44167 ' * "rw P E X,ST, AND ,` 4RPMlLLA roe WALLS WnTH NO stucco. 'S •o: �->'^ - - BALL PROTECTION PRODUCTS ON - - * - GLOBAL PROTECTION PRODUCTS LL star - IL E C O /NE 2DDD' F .... o7/n/m,9 SECTION A A- * : s90.e''•.'cn, OF -v�•]r�'r �TWww eNaNEoW,W IwMP.aNt a+H'deccc:rR'1]%In'.R' 4 I 1 AT PANEL �t�. 's 1 - -. „ GLO •LLC. I.TE. _ _. GL RO r C. oLff. �, sF OR0 t ,,q �._,� ,•1� 1 _. oHGW tNartes w, roa•mr .*1 20-176 % 2"X7"X1/4" �F 0 �L ECOENe. S nnwenc ALTEPNATNFI Y, V3E NG NOT W N a Im1i1Wti 1y]s 111,IT N75. ATE (� .•Ly IL E C O iMe. ,y'y`f'/Q . �,W rn_oae7,P llwr % . :.•o'?.F� _ O'•.. ORt A w, • / / u A•w r. a-IW.ri9 aea,A n a.w ,N•011E FAX- 9Y - ' N " G-aWOW7,P woo Sr. e1 sTIQT AI, NA E AYI A n x. PE r WaT ' O ]. ALUMINUM ANGLE 7MolaLlrlrE wlarEtf /��� -= )ae� t )•9o-t»7 � 20-176 �y� rl.r N� -� . e ' TR1 � TESTWq . J G • • ,L mf- 2D-176 TWO A_,{N aMWIG 1" •6��SS M xS OW,•,pe 'N : P"/ Or -,NM," �= TNI. rNL 1 6 yr, ( )�" tW,r7Er-NLTF9 STM O1 MOLL PLATED STEEL). d BENJSIONnKE/WtE WIIEP A TENT w, 7'E' 9N1QT ] IX 9a •'M/ t �ff .ALTO A NWT it Y n-W - SRr ] er E. INSTALLATION DETAILS FOR REGULAR PANELS(JJ) Ar1A INTO EXISTING CO NCRIM "'C"M POURED CONCRETE OR CONCRETE BLOCK STRUCTURES GONom mum V $HALTS 9 ndfOKM To)CONCRETEA1 KI[ ,C,ORS an . 1NROIGH •) 1 -- E.o. -- COWCPEYC AIONol6 Elcarwc POOPED (3A�EE/i 8 T1OafP,d'..> I ... EXISTING POURED _ , .� I 1.`1 t�2n 8 ilwdlW'M .) -LTA',) �_ +-\ CONCRETE REWIRES. .. �V' • is WOTa ' { 11 f a' CONGIEIE REOVNED; {.. �'E ,.:-.\ 'h" ''.- W" `, r l .•.- .• as. WPLn f`- �I'''�z i i ns: wW J��,T WF ED. I I 1 1 F- ._t! I'E161IIG.DUPEP COHNLTET3 __iFfi -l`f o 1 f I i (3 ETIKTW4Fi PWIEED CD �_s �p,{7 LD 1*LOUD \•: c.N r 1 m.lk�iI COMCPErE REOUN,Eo., 1 � i 6 i ; EftR%.9AE ; A l BSlw * 1 � VW 41 g $ "I-9 I �°Am (J i•.. 12 ,/70GI... I 7,/r n0g;: 1sn�F�f -Ira AN, NSP TXw N":q .J S ' I ._ ; ( YYI( aWm u xHm 4rt IFW. L,WI'' ; ws P i j1 f 7 ' , I W ®A6 II;;I 1. �01/WNm 1 I 1 _ -..I 1 A H I R 1 I _1 I " H, 1 5 - ="t ; ; --O 1 I ; I ; 1 ; ; ���•••---rrr I 6 I � 9 ; r I 'y _ 1 ,.i ' 11 , 1. I p15TINC POURED L'ngg4 CONCRETE OR ! 1 i I ; ._ I 1 1 + 1 I T16'e a/32• n nQY SIAO a 12 1/2' oO 1 I , A ' I I EXISTING POUR£0 £D ; F I I ?"*V n i I '] 1 nt'M st • 9 i\ - .. 1 ,p'Fa)/ 17 ,/2. OL I - NO NIF a llj "` EXISFINC POURED ED i 1 '2 'I . • \! I 6 �I r ;- Ain a CONC.AriC BLOCK L101 S" a I t , CONCRETE M ' '�{-. - -- I CCONCREIE BWG, WfANXRfO 1x ,n' nC r LA.", t , ......`, \ 4r rCONCRETE BLOOt REOURED. f 1 ,Y L- REOINIREO , . J -E - - 93Y T • i/ - 1 yN .�ODSTMG 1. I- -_.. _1 GDNCECIE A POURED' I Min. 1/j-- CDNCWED .-.3/4'- sail u - !•Y- 1 �� REoumm DK caNWlAtq ;4}~ Nriill' "°6 - 4} •1 j�, .--- e{ O. - / � Ks 10oo6 STAG.Sw r! SRO- _. t•N.. a O M l.f111CKR AINOIORS (SILO StlFOUA OK CO•AETE ANp10119 \1 LYE. (S • 4 OG COrNC1Rr[ ANOdK `� M 0.61 i"rtilS art' /C (SAM (MZ sc-DRKL 0+ PIWS 0 "MUGH 9) SPECK 9 ilA9Lmf 9) , " RIll 6 "o.oIAO' 9) a'" DN6N 9) WALL NkUNTMG 3 s;EILIN­UN SCARE 3/6Jli RING BUILQ aO.�SLS131Cf ALTERNATE, MOUNTING �t-= _ i I C E.D.. EDGE DISTANCE ; 'IT (SEE SCHEDULE ON �' f"• m � ' vE SHEETS 8 E 9) 1 I A' NOTE f'OA t:O11BINA7Rxi DF �LTbNS: Mp a • 1 cant i I TT 1/iSII" tl L* N1WiNIHILNr ..... A. T/,Nil TW & BOTTOM MOUN)9VGS CAN BE i o M ANY WAY To wR 4NY `" (ER -C/ � -VCEN •,. INSTALLATION V > 1 ♦ - ­ - � \ , }T SF •'� gt FLORIDA EX617M POURED • BUILDING CODE (Nigh VelocityHu cane Zeno CONCRETE -'3/4w - E.D - RCOUIRED.0 ,E ANCNou ? * ; 7 * £ wom riTFCO. ANC. 20 GAGE GALVANIM STEEL STORM PANEL ,P. awn 97 Ts" x1ETRAE ON srE2T5 6 nlRoual 97 '' Tit to r -_ t I- rE GLOBAL PROTECTION PRODUCTS. LLC. 07 CEILING ..?3yO44" OAID -`- _. - ' I�C O IMa .40 $I . SI mlm E IG'yssr X. ,rr erY '•i� r'1 ALE v .yam ` AN N• �' ~ : sWN 4'Ow' n. yiO MIOC t95rXR76M n�9LTi1KH)0a9-Nn97 ,..r <efW W.-,A• N , PeR M1_IAr 20- 7 76 SCARE 3 1' /•` rll G-0I06T,9 4�rs M. .e„WIs - "M,r,O W; .0 4K. TLIW/Mff Nrllir A 1aLii Jr , PL m ,N-.q µ OQ/ A IX 9/ INSTALLATION DETAILS FOR REGULAR PANELS(-1) do (1A DV C OS<IS DETAILS FOR INSTAIIATKOI IN PORTED CONC REIL Its EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES amm BOCK OR MM 40041 � ,w-owo p/.�.NTxVI•yW.�,/�+ VAUD MR BAR. LIFE SAFELY AND E Z i WVS Si�11 PMEl SYSTEIEI a 5041=1 ON SHEET 9 a 9) Mans a nglgJ161,D11 9) 1W'CWIAt J OC - ,.._ 1' _ MNA. ll. I /yam - I + , ,"WWI. r'� 1 1 I 1� � � �4 M,",'E,r Yw• - I Y, ; Exlste4G FDURE2 ; I ri.iHn`• : of , ` ,f"a�u la L 4u9 , I I ; '� R NA,ICIE7L OP ; t € Pwi u,r�"iPW% I /P "�' �'1 - - I H I ,1 CONCRETE BLOCK 1 1 /J r - 1 '1 I �' *LOUSED. I 1 \•/�..c" ... I �_ J , ,. _ 1 , ; CASE A [PLAN) O° �Y • er an ' l W n. vF • RD 4r ,A. iAai W auA I i I -.._ ,-. T-. SCALE 3/16.1, q.A.rn u] 1 [x_�--{'�-V �-"MI-n]O,,•- 'yn; 1 1 S.ASrE I- ; '0 i VOKAP r DI91L �'-'1 11;1 _] I/Y' SCYE 3/16-,'aAw ---.1 A c1aK . oN♦ I 1 I e. • Irr "` • lio-X Na�.aw .emu,.`. °� ffi YSEpAE I � I r'OA w. IKnMW.T1w I i ',. ,1r Pee! qW (� ON aQ.t • 1 / ') I , aAE 1 I� OOPKp (�a'M- II I p"' ; I NWIf'. T. IMF smart Ia ,AwAW �` �,/�w I i I e ea , f "P ' ; _ cv- - Cul"Pos POURED : .e41m ®ant. E D. ; 1 �� 1 --/ =s 15`' rm= 1 ExsRNc PaR® E° ;su4E 3/(6-PLAN) CASE D �Wll " 1 CONCRETE OR - ' -- -- -- -- - - _I saN.E 3/fa-t' 1 CONCRETE BLOCK "7- .REGURED /Y -- . o P� I 1 T/WFaIN M 17Jo pp pu- N.OPAW CANAL-M oR PAIEt1ATE - - + t 1 I ^3/4"-- wO MP •. r o 0 b',e® '"'" ep,pK,t r."• s -Tp "'.MAN: w" I �.w"WW-O FIIPItF O ANO ♦-OMx CONCRETE Anctom, + ` I '�' - . • . � f I'N •'iu� i"N 19"��" Wmt' sPLUS OR OF TAP �j'1L��Qr��TIES (SEE sOEDN1 ON '._p/F .. _ _ 1ELT5 8i 9) SHIM ON fRi1�` sNF€Ts s 1KKOLEN % �L� _ � owl 1JM .: n/ SCALE 3/6-1' SCALE 3/e-< --Jw. R QKXWA eelan-� aO�. X t , fi , • . �•--,,,e4 �P,(.:,3Vpo01N®O NNP Irr NW N.r1eN Npun M - _ mGE NIN Ex,sT°ND a NEW t' WIDE , VARIES . 1/e' ED. r EDGE DISTANCE � "" e�nO� p1f oW "`O INC THICK ALUM TUBE OR I• . (SEr SCHEDULE ON 0a® - CASE F (PLAN) top" STUCCO/ PT. WOOD POUF SPACER ( SHEETS 8 & 9) - Sfi1LE 3/t6-1' . WOOD BAND 1 (J-) •NEW ,• wTOF . VARIES . ,/6' .f ; N p wTUBE ODD POR i' IT vA O , NOTE FOR COMaiM1T1ON ( ACTIONS: BEHND TRACK ; TOP & BOTTOM MOUNTINGS CAN DE '�.Y` CUNCRM W®, , COMBINED IN ANY WAY TO SLAT ANY CASE E k�4 •' 6NLI5 !! W.IOIGNaN f)� i 'RACNL [aril INSTALLATION. SCALD 3/16-,' + " CJ 1 LEp .. Ti1. t xcl- _ - POURED euL Wwrn, ,00. a r 1�:' P •'•FLORIDA BUILDING CODE (High Velocity Hu cone IaL MWeE1f IEc.I, m FE (= 1PImNr 1 V2' M:n COIEPEIE BUCK {➢GALL 0r1 .HALO nPM O]p20 IKTEO]. 1,G FI IM sm e A M 3• uP,. REDUCED rR,arf ,Ewr. _ 44161 z 20 CAGE GALVAIDZED STEEL STORM PANEL 4 SECT" X-X = * wu£ 3/6., S ATE 1O y �' GLOBAL PROTECTION PRODUCTS, LLC, d'/'�' D£iAll FOR SPACERS REQUIRED Al TOP OR '�'• IL ECONNc. 00 0.c ,'r� ' 4.99 Ar. s, 3T'. RMOM TRACKS ADJACENT TO STUCCOaMO HANDS CC•P_ • R10►` "F• `> t'"-. M N 1Ps ,Hoc DN47q 13nR. I,- MAUW9-sT.l 20-' INSTALLATION INTO EXISTING POURED QUAiLS FOR REGULAR CONCRETE OR CONCRETE PANELS(I BLOCK & dA STRUCTURES pQUREp DR c"1001 TE BLOCK •.. _ 0 WNCRETE BLOCN ONCONd1ETE BLOCK PEOu6ED '"'OU ED REWIRED CONCRETE AKOAaa - On 90*a E ON COMM ANO"M _- -( SORWLE ON COMMIT (SEE 90*DULE M SHEET 9) SNEER 9) s,W 9) £1 __ - �E 1, I _ ' .; -- - � -_ 'I �'7. lY E.D. (7� [ D {� I I M^To To A" le I p` 1p p 1 , r. To _ I" , ant O ; ,�0 � ; VW 6) I ',/.Y•-"M,• Ili 90L- A/ IU ;7h'. , 3O I • fAW , � .,� d ;1yY-2D.1• SS 91L1. r/ ') r !7/PY . 3/]: � '. a UIW 6 ..N nj,. ;'Ie.-fa.,. (SS SNITS W/ -. a 30 E •FACE W9 , d 1 1 IO.F/PY 3 ,71W '045Rp I N r d I i i - ----- I I :- E--OLAE6 xMY--1 OF L' "A$ -1 SIDS 13OF i' �2 MAX _ 7 OF ' L' NO E.. EVON E.D LD I fP SiLIa a 12 ,r!• 00 T ., 1� t _- .500' -. ' 1/4'.-Zhn /{' S.S. BOLT , '. 1, _I_ : IR W/ 7/a- 3/32- O 12 1; D.C. WINO NUT • CONCRETE N+CNOP6 CONCADE ANLYOIIS 5TAG6EIK0 CONCRETE ANCHORS (SEE Yra:DUlt ON Slow 9SCrEOA[ 0" i r/ STUD (SEE SCHEIKU ON SNFR °) S.W 9) _!'OVffi�,Ur OR OONWEAUREOOE .._ P ,1.47REDECONC eux,E OP pOle� --.._ CO1NpE1F WA OR REOUMOD A" ­R "I MOUNTING R M,eeillDIRECT DIUM A SCALE 3/6-1- SOME 3/8-1- CnWM SCA• 3fRTile.... E.D. - EDGE DISTANCE MnTr FDR coMB.: nox of sECTNM'c: (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INVALLATION. ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9 . - ----.._. FOR WOOD SEE ACTIONS ON S4EFT 12 - 3' MIT. 2.67' 7 ti-f -WP ('N'N ENDEIP-T_W+RF MLLM .. ,• - I SOS 1 OF L ..1 L-.._. -.. MAX.. I 1/ASH-]O.A I _ ._...I - �f' 1 St sous r/ I I PY 7 6 !6y 3/3Y I ,{ i� j UIWHIiEIVMW, ,fY t e I �}iuLgj{ 0 1 Wr ?T' 1 EMT, 3Z I.. 11 - I .1 iI I soNE N X I I I I I I I 1 1 1 1 I I I I 5IJ , I ` 1.114r ova 3' Y.X.- ,• MP' . - ANCHORS: FOR CONCRETE SE NEOLL- E ON SHEET 9_ _. - - FOR wood SEE SECTIONS ON SHEET 12 REGULAR STORM PANELS �I�,k ® ELEVATION SCALE 3/31'-, ,/4• MAX. W 2.67' (MN O,~ +, *af 'WILY) �i,_ _, ___ _.._._..,,1 ZA /4 MAX fAF w a _ SECTION A -A f baj SCALE 3/32•-I' U) -,I--, (D (D _[_- M` O 0- CD U =) -0 W OL- U ■ ti 'a) V W LLI = Q Z Z Q J a SHEET NO. SH 1.0 ORSOL IMCCI 4 t, 3 a 4 I w/ FI.•1/.• t � I 1 1 Lw�aN,ara#`% i WALL AND FLOOR MOUNTING INSTALLATION FOR SPLIT PANELSAte; ! j xp AMR, I 2{1• YF,Ati. 1. t• ® i` ,I •/. •HXM,)NwIP5.IlR. 1.wr'nApa"YaI•4w1owomNmNouatua A.moI--' i i_,-f�-I_ --_ pjp1I . tT L_sj.7,I -. -...-�-_ - 1. 1 o AMOCM 1a IN O WALL.• W RASE% w PxffoI/!• >0. C I i I I i 2) wW. TPTGN I t 4 i APPLIGi3,}j - all scar x. X w 0, FRL25 ROLW W/ 2 ,/.• E IANn RmT \. " A T .. I / 1 SCALE: 1j4 a I' MOM [gtappAy MNa • -0' ,AN. MlEL `-----I''r _.,. '......• '1-'tT`T-tTi'•!-T"'t"--'4"i-4 F�tA UI aM338 MTMD 8 OLM. ,'"--�.: I ) w4iYa •IRS ap�wC aA XB s+aiA I ' st•Iw rMn RIr-rt ,►...+Na I I { i I 1 ` wa �MA1�MA W nnat AAIA+A ✓1 1 L� _L 1 1- i �d 1 1 beAa s IM. +,i VOIIEIA'0A11. wFG I - A.sJr a wwT! r ; ES 33ta . r aD. Y d s„( FWD ottlal '. -H• �� i i i � � lFlgpWlLMwnEI ww/N4 ro` Itm wsL .. j2} 9 rP NRu aoEn .. r .25.G N -'iA µ.f MTAA _ �.... MPT ' ti .j E i Nuwq C i _III !I. I it �Y ANNE {-pN w 2. b1 Y y I Tv a wn 17 I n®fir• �, AAMOA VNH • MU WAUGH SgaD1A[i- ..».-._...- t "jjON SECTION Y-Y g ( aPL►? STORM PNEL E"ATMIN SCALE 1/4•-F' DETAIL 2 SCALEr-- uuLLION seNEnlnc �-PN MN1Tw) ICasLaa AIAGA 1wW 1IA C��= Ti • I LtDc.PPN�wsiR, a-Ytp-lixr 6 M!n !b NWn • 7,7aCO1 z.A G NRET . a oG, MULLION Rroum On. SPAN !FL) • TU$E MULLION - 4 4•-r 2' r 3' A 1/r e-6' TO 5'-B' 2' a-4• a tJ6' > T-8' TO B•-te• 2• F 51 2^ G 4' v 1, 4' A C-lo• TO 8'-D' 2' A 6- 1Ar a L�WTO+56.0�'s(p�ES-NDgT2pN0 A.t PRl'�AM1E RATNC SECEIISL1 " r^�"�'•'�o s�s011 "4 FNYE `l.'s� °RE"�i SCALE 3/9-I' NOTE: uuLuOM CAM AtSD (E ,IOSiALLLD W!0 STORM PANELS ON TOP OA $OTDM 50 TAT D N LOOTED AT 10P OR BOTTOM Or OPDNiG (ORE PANEL 3PEFAMO w/ MBE TOP a BOTTOM) '911 CA••6 ««rt1tN !lIwB�M'�' mill _ I... 11mv.1 Ai ( A J , T-1 iLt WALL UQUINT]IM INWAW1 TIVE 2W SCALE 1/0 . ,' Nam I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.S. -72.0 p.b.T. AND PANEL'S LENGTH UP TO S'-8' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO, 2, W/ SPECIFIC DENSITY OF 0,55 DR EOVAL TOP At BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. crJUNG At FLCIOR MOLINTNIG WALL t rum mompmO INSTALLATION - ALTERNATIVE AW JN$LDflNS - ALIEfiNATfl%E SMY (SECTION AT TOP IS LIMBED TO +56.5-67.0 MAX. A,S.D, DESIGN PRESSURE RATING) SCALE 1/4' . 1' eKanPc .�. xS•' NA.• ,wo- (g P.A �-AeauNw .c PNw AGaw• _ .__ a043wwR, ALO�wNAw aN, INSTALLATION - SECTION 4AW SCALE: 1/4' - I - MAXIMUM A•LDA_D i N PRESSURE RATING (p.s.{.) AND CORRESPONDING MAXIMUM PANEL LENGTH 'Lw SCHEDULE nato FwMY FDR PawrtAn A,ra I MCAT - - 9 __ NOS: I TINtI In ON CNCiR A 4 . Al �4�kymm ASa 1uTNc Gar) II•a. LEIIOIM t>;EL S MNWUMI M�, To OtA53TON PIN!! Cat.w raw +555. -72.0 7 Y OI LESS 2 1/4' NIBOLTED , TWIN a a 7 .SSA, -72.0 37'-5 To r-w NON. 2 3/a' UMSOLT[O I HOW S a 7 +ESA. -nLO >e'-r is 11'-2' MAR. 2 1/2• vakptQ + &A. -49A I It'-e OR LESS 3 'Ir • +or"NE'Ll$r" I a. + a to • NATO W/ I/4'•-20A1- SS. MS & IM #TT A7 OW6M !: MOUNOTH OF PAWL GALA ONLY FOR P"OSO4, Q/y1 NffiTAEARO65 AS PER WC106 I TIRE) 7. ON SHEETS 4 At 61 , k"" ASD1 DESCH P"Essm M axw w w1CHCIS SPACING FDA ED - 3 I/r - APPUCARL 10 i 3ECTWM6 A I MAXw" 'AM Mi1"or .MICR 6iNODi 'L' 111.) TAPCON CF TAP-M1w CALK-0, PWOMA E FEMALE G P4IELACE PLUS ro COMCWAIE O TD CONCRETE' SLOW E TO COMOR To D CETE TD �M2%TE 1a COMCgE7E t r NIA N/A I NM 6` N/A 4• A!/A +• WA b• 1 5'1 w/A (- N/A a• or - r e` r I {eDlTmt) IN/A N/A H/A a N/A o' N/A r N/A 2 EIOP) +• NJA NJA NJA 6' X/l1 S• N/AW'IrN/A2 (earlaAl).'w4, -72.0 r .MJA N/A. N/A 6 N/A N/A3 a 4 (1�) T'-r On LSS OR LESSr 5• N/A N/A -MIA NJA N^ rN/A + N/A 7 (TDF)r S• H/A NJA r 6• Ir e'4 t 7 (B0T7010N/A NJA '2 I/2- a ve 17 1/2- a Ile 4 i/e B I/4'5 (TOP/110T10MHj I SEE 04" 10 a 1t FOR ANCHORS Tne a VICAR FOR V47MIAMA, MIND WOOD FIRE 81WA41M UN" 440M SANDMIS AND W Mw CORE &VANCE Aft WDICAUD ON TINS SGNEL FOR ED JSS 10" NORMCID ON SOHEDIAE MOCE ANCHOR WNW 6Y ALIft"NO SPACING POW ON V14MAL aY THE FOUOMNG FACTORS. PON T$ OKMTWN 70 SE POSSMU. NEOLSE9 SPALTN 4914E11 LOO FACTOR welt. NO, IN UES THAN NIILNW SPACPW ARPROTw FOR LAM ANCHOR Im AT ANCHORS 12IAND. 1MIi 1J4V nPDSu 1/44 OF aN.4Nt• 1/4V " IHV ALAN L/e. cNA-N i/4V f�F.lS w AN@4R W140 1*) 3 3 3 1 - 2 ,/2 3 Ra.,NrS :qeb iM {A�) S m a 3 ,n s to I'm ARMS. m Am Nam vr }• Tm im - ,m iw C. It'. . 1�KHUM mN T >O UDKITMS ED1 I 1 Ile IA. ♦ 5/a• LOW OROSS K&ON6 'I k/ I/V' 104: So .3. e 6 t/4• ac t} FOR tNV6l uww I. 1O a'-e' AAM 4 1/4. OC MR LOW NS LP To r-O• IN,. rN ALAN OR. $14-10 FAMWAAIE FEMALE 6 Olt aWtMWD I1 PAMELAATE PLUS 0 12 1/2' a C TINT, I ,/I; Art THOSAOED PDIEtw{DOf AT AVbDn+ or 0-am *00 PLATE FOR ALL LEW" tP TO A•-r Live. QlBEI:i 3/6-1IbUtAM SGLL • INSTALLATION DETAILS FOR REGULAR PANELS() do Cti� iNT,Q EXISTING WOOD. STRUCTURES Ili _WADS i- ,''' Tt0'-WOOD HEMOL w , tOw"' EwwED ED ED{�!� ED NR4P[D ^ f AEGWN) 4,G0 NWAW ALTERNATIVE t W 1 SCALE 3/0 1- SEE SCIEDU\E ON 161Et1 b 1 _.. FOR M«. saw", ate. To a. ; T5`NC4'41Fffy i { t1n1T 2Oya I • 13 N/2' ac '' } 1 ED I ED__ I OR 4 ED,ED ) 1/2- Enl �1, ED Papa wAn t . A.,MERINO Lapp^�Ltya�.,y}�/.�.y5�3/.y2• ' .t� NOW PL/R[ OPT. 'I t e. 1Ge SCALPER a r 4G W -,/Lw.+MMus= Pnanw�aM A�RNATIVE 3TN ALTERNATIVE 4W PATE a MATI®N or Rm SCALE 3iS-1' SCALE SJB-1' REw4SD Ng "10 IBM ...w .aw.•. ..n ...w a. • .-aw4a NO TRACKS NO FDA cLAwY IlDIEit I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS UP TO +55.5. -7ZO PSF AND PANEL'S LENCTH UP TO B'-B' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SPECIFIC DENSITY OF 055 OR FOWL TOP A BOTTOM MOUNTINGS CAN SE COMBINED IN ANY WAY 10 SUIT ANY In -in, mm"ring Q � MMoM IM MAXIMUM 004M WAVING MR SA. - 3 1f2• "a or$." TAPCON#N/A -6RP CALN-N PANUMA f :EMAIL iD PMELMATE PLUS 9JW XT M'PUG16tE TO SECIGNs 6 a MA WUM PANEL M7nIG {p.•.,.) TO CONCAVTE t0TO I CONCRET OIOCLULM CONICKM TO CONCRETE TO CONCRETE at= 10 CONMR W CONCRETE NAG. TO CONCRETE TO CO.MCRM WICK TO CONCRETE TO CONCRETE &LOC H ANY COUSIR APON OP 11" WDION L_ !R.) a• N/A N/A B' NJA r ' NJA 6- NJA NfA NJA ? (TOP) 6-4' N/A S. 6' 6` 5' $` r NIA NIA I (BOTTOM) 6• N/A N/A N/A 6- N/A 6^ N/A $` N/A N/A N/A 2 (TO') r N/A N/A ! N/A $• N/A 5• N/A O• N/A N/A N/A 2 (BOTTOM) 55,5, -72.0 $- N/A NIA N/A 6- N/A 6' N/A 6' N/A N/A N/A 3 & 4 (TOP) >r-5- TO 8--r OR LESS 6' 4. N/A I N/A.. 6' 6^ - a' $' 6` 6• N/A N/A 3 (BOTTOM) 6` N/A N/A N/A 6` N/A S. N/A $• N/A N/A u N/A 7 (TOP) H' 4 N/A N/A $' 6' S. 6- $• 6' N/A N/A 4 At 7 (SMOM) N/A N/A 1 12 1/2' 6 1/4- 12 1/2' 1 6 1/4- 6 1/4' 6 1/4• 6 1/4' 1 6 1/4' N/A N/A 5 (TOP/BOTTOM) 804, -W.3 N/A N/A 12 1/2' S 1/4- 12 -,/2- 6 //4- 6.'/A- $. 1/4- 6 1/4-. $ 1/4' N/A N/A $ (TOP/W"OM) '-r TO 11-2` 55.0. -72.0 N/A N/A 6 1/4' NIA $ 1/4- N/A 6 1/4' 6 1/4- 6 1/4, 6 Ile N/A N/A $ (YOP/80"CIM) V-a-TO 11'-2- N/A N/A N/A N/A N/A NIA IN NJA 6 7J4' 6 1/4- 6 1/4' 6 1/4• a. B, ID (TOP) 34 -481 4^ N/A N/A N/A NIA N/A N/A 6` 8' 6 1J4' 6 I/4' 8 (BOTTOM) OR LESS r.'1A 4• N/A N/AN/A NJA NJA H' $' 12'-4' OR LESS NJA N/A LN/A N/A NfA N/A NIA 8 Ij4• 6 1/a' 6 TIT' ' 6 1/+` TO (BOTTOM) SEE MEE75 10. 11 AND 12 FDA ANCORS TYPE A SPACING FOR RMALLATONS M(O WOOD FIMME 8(16LwR MNMM7M ANCHOR SPACF425 AND WdUUM MCIE OSIANCE ARE ND"In ON THIS SCUMILE-. FOR ED. LESS I," PA1RiNE0 ON SCHEDULE REOACE ANCHOR 3PACRG BY MULITALNINO SPACW SHOWN ON SCHEDULE By FIE routwm FAVORS. $0 THIS OF'mr4o TO 8E PMWL. REDUCED SPACFYU 08MNED USING 'ACTOR SMALL NOT E LESS THAN MNM1Lw SPACING 40DA10 MR EACH ANCHOR TYPE AT ANCHORS LOMOND N61�TYR Ile. Mq,Aw... 1/,V. V ,,� 1/4'. 1M1fE141 E ,/ra PfIRAN 1/4•P GLN-41 1141. TXN)6-SEC Not MWOR ORION W a a s 3 T TJ2 2 ««Ww9WTANu c.,W«N D+) :1 E 3 3 3 1n I46 ARN oNw,r aw 0•) 3 3 3 tJ3 33 ACRE CA 011Ec sseea) r WC T D a 3112- I'm INSTALLATION DETAILS FOR REGULAR PANELS INTO X!SZNWOOD STRUCTURES ORE U - l! 14-10 FMNEUMTE PLUS ..._ 6 i/ 4• aC. w/ / 7 .,,..• ' •#14-10 RomaSWE PLUS .. I' ... 9 6// 4• ae w/ 1 7J8• ,4-to PANEI.MATE PLUS ^: ^ ' ~ ._ 6 If4• D.C. W/ 1 7/6• TFREAD@ tENCfMTWp m " 1HREAOED TCE7glTO/ TD wD� EAp� 1I6tJEED PUEIRA EO D A DQSTN0 WWO HEADER ECSTMi0 WDOD MEMO 1 EXISTING WOOD HEADER REWIRED II r T I e I s.vm -.. f 1 ~1 . 1 J11TO MR -,•OWN, FItR:W E'�MRC'�A HEADE R I T WOOD )' RWOOD EDUIRfff Mn. REQUIRED j: 1Pn 4� w , 1 l OE SGEOIAL ON SNMEt I SEE BDEGaE FAF S,EE! a ' tiE 9�MC�AAFa ON A notlAn. ! !OR iTO SPARnSI• M Mar � tC« I � ) ) C - - , Npc PFkU IENG'iH 'le -aw SS. (SEE Noll 1 ) --_. - _. M... PANEL. LENGTH __.. -y Ne+. PANEL LLNCT, i AV-2041` bS (SEE NCIE 1) t/4'4-20a,' S7 1 (SEE HaR 1) MS ` f r CRAY 0.CftA` 6 _-- { I aDA � sMt OR • = "AR! sox f SIF MAX -Q) or � i L- ' ll.. CRAM i H i lT4tY oM • ! a 12 I • oz. ED. ,'. - J2 yv - WPC MIT • Ea u : c I a 2' anlacADEo , 2•a4' wom Pi/,7E _ - RIMMED .- ... }/ 1h,0 PANELNA1f PLUS 2•.4• V PLATE --- -" REWRFEO ., 2'.4• WOOD_PLTLTE '. L AM7 tEOUi - PENETRATIONAT i b t/a' O,C WJ 17/a' 1 ' PLATE 1 TNRE/IDED OEN6TTATKN • YIO 1YEDTN OF PLATE . 1/4-6 LAG SCREWS e $^ O.C. SMOGFAEO W/ NOEM, SCALE 3JMYsJ6.r' Him. SCALE 3/6-1' SCAN 3/9-1- 1. INSTALLATIONS FOR ALTERNATIVES 6W. OW & 1OW ONLY VALID FOR BUILDINGS WITH A.S.D- DESIGN LOADS UP TO +43.8. -48.0 R.+.t. AND RI111I444N._. N PANEL'S LENGTH UP TO 12'-4' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN �GENS�r'•'.,GS FLORIOA BUILDING Velocity Nuri'Icana PINE NO. Z. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL- CODE (High Zons KOM FOR c_nunwAMM OF SECTIONS? s No. 41 :�,� r:7aa71arLEW. OR, 20 GAGE GALVANIZED STEEL STORM PANEL rp,'., TOP & BOTTOM MOUNTINGS CAN BEGLOBIAL COMBINED IN ANY WAY TO SUIT ANY • _- 7 FT •'.. � ®/��AI�« f�',. C O INc. PROTECTION PRODUCTS, U.C.C. M/7Af26C GATE; INSTALLATION. 4 d t R1 F '�I'I✓�,.. -SQ -• Aaeb SW. 51 saw m A, MG MINE, n. 3SH. 2O-176 - fis �� / �) FF / «w. sR,. R- w.. N«. 1•WN •IANDA A SNw PAGE' (04)SQ-MM& FAR "O.)484-67H •V-- (DUN PH+twA M • (L.w M-HP1 HF AFIIN INA1 E �iE .Fa . 0N, Aw AR N Y TMUET�A TR 1 044- PE MONO INA SHIP 17 or N. -0-0 N L to -Cu C) N }. U N O c ca -0 a) CD 0 O (U to C C O co LL O .N E Q� /`Wv� p L L .10L -f.6 0 0_ a z z w J An C2 C C C OO '3 41� CL. N O 40 +� Q. N -o m x C LPL d O a N N d O 6t G7 E rL+ C w•'=Q ai a3 .c • u m > a a a � •f0 A U, a- c E O d V 0 w EaIYLY{itf AtENORS CONCRETE ANCIMORS FDA CONCRETE ANC M SEE SC EOW ON INCET I.; ALTERNATE EEL `'* `" wD04 SgRW+ Eu SEDbN qH SEEN I5 1, z; t tW/�s MATE E 8 1 1 1 8 $ -' 1 - INSTA�TION DETAIL.' FOR QUION 1t 1 FOR LIFE SAFETY STORM PANEL SYSTEM ow ,_ t i/4' 2/4. 9A/4N 3/4 4/4 1, 2 dC iWj is �& ww Ai END PwIFj. { j AT END PAiEi POURED cawGE1E J w 1 _ a t ! 9 ( STUDSz^ oc) 1Ja . !A6 SGREWB w r ac wJ 1D�ERLAP I TDN INTO EXISTING WOOD STRUCTURES POURED caMaETE ,EWaFD W TIE}}--"ov--"-'"'.�-•'Frx.. I I i I ( 1 i c« 4 CD _�i{ _� _ STUDS • EVERY D;:.., a� R. ._. ... ___ OVERLAP 7 I O j I I I ' �t -Qv j iI I F f :,.�, _ T . _- )_To12,I L/ P1HEl M N 1 { I - SEE SGNFOLAE i vL SCI1EDUtE I - - f, 1: 1 I 1 I 1 N il I I ! ) - 1 a t4 No PANEL) w+eu { fNrERraR dMat38a fINtEwcR c+NW j I (rxlD PA,EU , i i T I I k E I { I EOM FOR MiA SEPARATIONCLASS 1 �, + ARC wL1G MR: EKR1 WMIOT. 1 i ( �/ Eye n SUM a 12 1/2. OX, STlD ♦ 12 IJ2' aC. 1 I �..) 1 I 1 � # E I I E I ! I 1 ! SEE SEE , WAIERIOR PANET. END PWEL 1/i' SEE SEE ',l INTERIOR PANEL -END PAN _ t r iM. t 4'qI' MACWEPALHIE I 1 _ I 4 ) _ _ ` SCHEDULE /T f p(j((( SS((( 1 t JI+ }t J i- SC163T w/ SPMARAa 5/b• \Pn. (RASE - ,P w/ 4iFmH6ns I � 1 _� _�, S.. 1 �. � 1 i.' 1. ( _% � I ..s. a• FaR IIRr..... + 1.�3• ._, oR 13 -� 'C � J.�. � �� � 3• . _ ! RECLORM TD • 13 I/2' O.C. 3' An. (CASE n) 1O a 12 1/2" OC. • 1 _ _ _. t . L l- I. ... I.... _ .._1 ). 1.. 1.J ANnHnR ANCHOR �•" `_ OEI 2/t4) Lyyr OR OWXI MOUNT 3FMCND SPACING NO . ANCHOR i I i 6 _ •. - _ _f _ _ _ I..l SPAR SPARING I t ( z r•. �� y� �- i I� , , L9Cwnom - -�. _�. _.. , 3 36n._ _. - , 3' MNrt- ) Fg00 OEI1 +AfIW NEADEP O '7( 1 I jj Ai EWO PANIam I I (IWALLATION (APPUCABLE TO SCHEDULE 1) DETAILEINGINSTALLATION(APIPUGABLE! / )SCHEQUILE �lw 1 I I nFTAAs ,JIG 0-4,- ��}'6L•1D8iaE IaON,OT SCNE 3/T6' - T' SCALE 311C - 1` 1 MIc iA�ir i EYaY s� i+ua a rt 1 o.c �°R 1 ' i { ' I I �j � ceT fr1. MAXIMUM A.S.D. DESIG[L PINESSURE R�TItIG ( s.j, MAXIMUM A.S.D. DESIGN PRESSU$� j T (�,,s.f.) AND C�QRUSPONDiNG 1 _ Al TFRNATIYE 1 ALTERNATiYE 2 Q ParNR€p 6aliCPE7E 8 - a 2/ 3 w w -, ,/r Not. - , aYAtN/ svEroaRt+i MAXIMUM PANEL LENGTH L SCH RULE % OR CONCRETECORRESPONDING MAXIMUM ANCHOR SPAGIING SCHEDULE AT ) FOR S mF �N-- I IRLS� !sa'I o • ,z 1n• aD IEA'pED !• OfD`1T?_5 S I AC..j. NICKED FOR LIFE 5�.)i �M RANEt GET. 1/10 /4 2/4 21/4 3/4 LR 4/4 t 2 A 1W/15 I, ; L� TWOS INSTALLATIONS INTO CQON RETE AE CONCRETE UQCK„_STRUCTURES oN�E, I E ( IwwAw WAIN TETwN Mr TOOL LENo1H I w:E SCHUME I { 1--'ON ISKs'7•I PANEL L. S H«C.�FD4".s. _I .yFi.Y(3__IMAtI.._E�Uffi TOC + BDrrDu wl E o - 3 1 sTERi LOCATION' • Psffi4A6 ,wMw }• DL) �" i w MEET now T 1 II E I I AREA WJnUI P w PANELS LOCATLQM OF LIES }MITE 1 LOW) - ,eia -Tzn r- - x a/•• LNwSVm TO MASS I ED SEPARATION SS -• ._ _.. / _ __ .-.,-. SAFETY PAEL N4wW4 RSA. AORSCAitE TO - ! W/0 FnC3j= TRACKS l51E HATE , a CSwi %wm. CF CAP- GMa-N NNELIAtft FEMME W AWELMAIE PLUS 9ELY1GV5 F e 4AIaLU4 PANE. f ED r BELaw) LAST PANEL Q) to 8E NSAAIEn As P4ES6uLE M CgHgIN,YC ro gp AE-E TO m ro COLpWa:CN IdNMH _ STDRLL ro ro I to CptKPE7E ANCHORS : INFO 54FM PANEL OPENNC SHALL MTAG ,1.3 1ADCK M &RCA '�To WECORI iDCt CQNDAETE B.OGI Or TIER SEE RQT ,S :OP AHt3'IORS TYPAL. • sFALYHO MDR 2wTXLATMw NTD W000 FRMIE MnDM14: { OR . ) (SEE WMEKU -- f'r, wpy (m yA8 MWMIYa 9E PRDwDEO w/ FEM WbiO(.0 MORROW ANCHOR IPADHOS 00 TANR - EDGE OWANCC MW .4"7 D ON IMS SY2EDLAL. F9w Ent _ I SAW,.) F'OItAtD LYINEREiE All CONOmON) TO FACNJT11 NSTALATOL R' RREHOE9 O' NfA MIA N A 6' NIA 8• N A 8' N A 1 & 2 I / / (1L'P) EA UM ION NMCAIM ON SCHIMAX SEDUCE ANCHOR BPLCMw En IAAIP,SNO VAO NO ! +DANEO CONCRETE NACHOAS 't,- W OR REMOVED FROM IFA&gE 5?.D. -72A 8• 7' 9• 9• S- 9• 8• 8' ➢' S' 1 IBQiTO/) 5'-0' GR 1.F.55 SlgwN ON SCAr.'sAL Br ME FOLl0rE14 FAOTdeS. 10R RHB d1aM1HNi m % FggyBL,E. _ PEDe101D SPAcm DETAINED USING FACTOR MALL NM E LETS THAN MW7 N SAACNO - { I= SMHIM"I ON UKCAiiEA FOR WON ANCHOR HYPE AT ANCHORS 11comm j � A wO60 RATE 11 } NEST 14) 'O ELEYATION 6' NIA NJA H/A 6' N/A 9' N/A 6' N/A I & 3 (TOPj TG ple. ` ED WA" « I WNMI.i.RlSME 455.D -72A. - • N A , r5-G' Tn Y-6^ NICICt 1 (BOTTOM) IY�C ORION LT 1/iN.aRP __ I -I _ -a1/;� ... I_wow " . I Lw SELATIONN MINT SCALE aT10P1 - SECTION 2QOB #IOUNTING INSS All AiIONt ®OR 32 .t' ) w 1 R "A' J +55tl -72.D ® H�A NIA 9 NIA Ir 7TBA 6 BA 61 G (84TROP) MR. NANGb Wws pn) 3 3 3 i x 1n WOOD MACE 1 Nbj} ON ME SAFCT ttnRM PAG(a 15iE51 INCEAT Af flN ; i g *ULNA t A) 3 3 3 3 3 an-4 rs 0,L) 3 - 3 3 ,/x 3 ,n + 8'; D«HL- ALTERNATIYE 3 ,ALIERNATIYE 4 U I. OR SAFETY INTERIOR PANEL CAN 8E LOCATED AS AN END PANEL (FIRST OR (AST PAVER) ) 8 IN,,=TE LrFATON owrn,.t4 A 3 , Wf;�'. *+, m 3 11T• • Amm � _ Y GUVEp 44,*. LAG SOME" E r aC W/ 1 1/2' - OR AS /d/ INTERIOR PANEL IMF, PANEL LOCATION N BETWEEN ENO PANELS). B M '� ITT [ND PANFLs Cn LIFE SAFETY PANELS MAY OR MAY NOT BE a4S'DL1EG ADUJL:EM TO REWJL4 PANELS ___ 4 ,IN ab k.. MINT,, THEFAOfD POEMT" 0OR 5 /�A� SEE NtlW ,) ._ __ _ _..- - .. _ _ „_. ,/a1.Eld/r IOMM MAWS SIV&4iG W! «i (w/ OR W/O NECTAR IRACNS.) 1 /2 /MM-20.r Is. U.S.e r aC DR p NA e4w ASD l 0TP • e/r WH FMai a M A" DA¢ A (N IG • 3 Lb FROM we n AMAn APPL ve(E TD _ ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS 2. LIFE SAFETY STGR�i PANEL CONSISTS OF 0.0 CAL.VANIIED STEEL STORM PANEL AS SECTION B"O DESW:N T _ - SECTIONS / t YATONUM PANEL T _ Tm ,m GOO .V .__. vMON&T PPUS aE FILM" C GR /RN/I� PER C011PONENT Et7. SHEET 2 Or WAMNG. SCALE 3/32`-1• T4tES9URE COLS nO LENGTH 'Y-' ln.) tPN4.NNA LTI(,(! 3 _ --- - - �m - - , - tw1FA(WO� 't NG'TP w r //2 N». DONL 3/Y• - r W TINS PANEL K .'SHEET TO SE REMOVED OR INSTALLED FROM THE ASIDE OF STRUCTURE. RATINE f Lam mm 3. LIFE SAFETY W�L REOlARES COP TRACK TO 8E COMPONENT �a BOTTOM TRACK ro ANN}NI1//NINNF +48:3 -$1.5 3' 3^ 4 i/2' 4 ,/2' 2 (801TOM) r-6' OR LE35 ��tiP •••••.•, PLATE COTE sHVnxW tR4Ga ,NT NHDIwu not aAwrY {F'•',4� Q' GEN 1AA� N,1"Nn 8E COUPON AS REIN SHEET 2 OF THIS OR4Wi1TG a``e*4,A �.: TIT,(/T' "" +s7.6 -66.D. 3• y' 4• 4- z IBaTTO14) 7. 6' OR LEss •'••� rr�� MOUNTING INSTALLATION COMPONENT BE INSTALLED WALL OR FLOOR MOUNTED FOLLOONG SECTIONS I & .`4 •' ENS ••MA,p'°y- �• �, GEN � LU S !� +ss_D -Ito 2 T/z 2 TJ2 4 3 ,J1' 2 (aDTroM) T_$ (Bt LESS No.4416? ALTERNATIVE 1W G F '` , iG1/2m t $ Save 3/e - I- �� Sf ' 2 AN THIS S+EEi', A5 11rtu AS DETAILS T t Z ON SHEET 14, y1: • 4(High 1/2' 2 • N/A N/A 2 (807T0AI) 7'-6' TO e•-D' - * T. * FLORIDA BUriA84G CODE (High V.UOCI NMrricona Zorte T FIORIDA BOLDING CODE MI h Ve1DeN Hurricane Zone FLORIDA BUILDING CODE (H) h VtN,x) NUCOCDna Zane. - 4. Ain. LENGTH FOR COMPONENT 9D S 15` ? +55.6 -72A. NIA NfA 3' 3' 2 (BOTTOM) TO B'-8 % -4• D Q Max, ANCHOR SPAC94 FOR COMPONENT IDANCHORAGE AT BOTTOM r. GIVEN ON = - E.°a° aim 4 c 20 GAGE GALVANIZED STEEL STOMA PANEL Fv aPGY f(DR10�,: 4t4A 20 GkGE GALVA18ZE0 STEEL STORM PANEL eN. * ; 20 GAGE GALVANIZED STEEL STORM PANEL DAWN 6r: aaato 70.Ti&0. sNc. FP .GOLD ALT3'G.NC. rl. SCHEDULES 1 & 2, 51lEtS ,4 - * SIMON m: y •. \ E,K> NS _- Z COMPONENT MAY PERMANENT DR rEAIaIABIL_ z ATE . Ir �, a7/84/unb �• SS • •. 6 - J m/uno24 INSTALLATIONS ARE DRAY vALG FOR ,4uLGAW7a wmt AID. oEslcN LDAOS LP TG ST E OF `ty 5. SE DETAAS FOR INSTALLATION INTO WOOD rRAWE B(AUN" ON SHEET 15. S:r'Y 14''`---.----"1 \ 13AI- PROTECTION PRODUCTS. LLC. OAT': An ._,.- �IL IrCOINC. °" .5 O,E. •, t. RT• -, IL ECO Inc. E/s/mx 1 / t GLOBAL pROTE(.iION LLC. 56s. -n-O W AND CARS UN7- IMP TO r-r, '- O9 F 4 G GLOBAL PROTECTION PRODUCTS U.C.lC T n oa AIL E C O �N . ANr Y1E R'19a 4XT �/ Ad/ a a WY wM1ERR'3U 2 COIN NEW waW C Ika USN TD aE s WMBRJ a. S L AMC0. 3331. Z n / PINE NA. z w Si ia- • ANY 20-176 6 SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR HE INFTAUATtON OF 'e4 .•. •• t AGG �- AN AHr. N._ 2N. NMr 4«RNA A pNA ,NiOIE: (25t 20-17G Nw AN, R. N^ aor. wiN HPArGX, n 7PN PNp.R, MM)NO-7aa FAX W4)Eu-6»7 20-176 htt . <�a. Nw w tw. 1, Nr wreww, n aww aawc lRxP6P-7540. rF,1l: 16547MY-rEwt N +i NA.4i / +ALGA few-7345, fAlt (45.)tal-tFMt f ,••-• . DAN M,-4w tr r (3FO pt_Nwt INNIt 1NM'* _ . nW m-+M RFG r0_t•T __ Q SPACERS AT TRACKS 1NSTKLFO AWACEW AND SEYOND TO STLCCD/WOOD BANDS. M4FN PO+ -'�A - Fa' WAu m-4w' - A4, . RAAw+r INi " wr sAM• ANw MLWAI'G NG. CA-RXA7'e sa' r AsiitN r OMAN4 NA tP-OOW719 w w moils Aw' a A - Wiw+ GINNIR Nv PE BF.4/NN1111ACAOLT CA-j"-U, 2 NPFwa.• q PL. =rAH!>RaM1uw./OAE WAL7FR A RUDE d,.. PE T-va . - wER ,. OF 2s or YJM/WMMTfIRJMTE WALTp A Tun 4u Y,.tw } r MINT ,S M 2a J •v - WNtLH A A# `. ?E . W«,+--I A. Swaim W ffi ' SHEET NO. SH 1.1 ANCHORS (SEE SECTIONS ON SHEETS 17. 18. 19 a 20)--- : MAX 3A/17 4111/17, 54/14. 311111117. 41071 all/Ill. 3• MAX. I -MIN 777 iW'j;% 7AW119 A 1111110/20 1-0 am/it 7"/1# & aft/20 1: MIN. 0 0- -0 0 _0 0 0 II AAM . P, C, A/ 32, IWEALA, IY ­ gwdyda PANEL wTTw am= ------ -- - - --- --- T" a Let Firm, AI AIR a LEFT, 6 we wit. E 411110'". U8. /13 1' MIN. wr1+9. TROTHS a sAw/So a wa/zo I - ANCHORS (SEE SECTIONS ON SHEETS 17, 10. 19 & 20) OPTION #2 FOR LIFE SAFETY STORM PANEL (I ELEVATION SCALE 3/W-1- am HnBua Law _" wum 01-0 C1 Ium SAFETY weew SECTION A -A SCALE MAXIMUM A.S.D. M.I;. PANEL LENGTH SEPARATION PANEL DESIGN PRESSURE RATING (Ps.(.) L (N.)MINIMUM (SEE SECTIONS) TO GLASS CONDITION +55.0. -72.0 1--8- 2 3/4- UNBOLTED .L. MAIL. PANEL LENGTH (SEE SCHEDULE) INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES Iiii" TAPCON ANCHORS IJV TAPCON ANCHORS W4* TAPCON ANCHORS 4' TAPCON ANC.GAS • 9, D.C. 0 a, O.C. ---- IT OC r OC POU!" WAR 00, CONCRETE BLOM REQUIRED I fDP r. CLAN, out Awrn He LASS I POURED CONCRETE OR CONCRETE BLOCK ASOURD) 1 r ED'* u _0 is -7/8*0 . 3/32' ONG NUT WASHER 111 3 2 '/2- D.C. I i4* TAPCON ANCHORS 6 4 1/2* OC: (SOMIGERED W/ STUD) POURED CONCRETE OR CONCRETE M=x REOLLRED VIALL MOMING INSTALLATION 0 REG" MEL SCAAE 3/0--l' id\.-?Iro 3/32' WIND , NUT WASHER (BEYOND) 1/4* TAPCON ANC"O*5 0 4 1/2' O.C. (STAGGERED W1 STUD) POURED CONCRETE 04 CONCRETE BLOCK REOURED WALL MMUTIMC INSTALLATION SECTION So 0 LIFE SAFETY PANEL SCALE 3/r- 1 - SEE BYRES 19 A, 20 FOR ANCHORS TYPE a Apo= T#t I/C. VACCA SPAOWC MR MCAUATIM WW 11000 w Reciew avow; 04 3 PRAW auto". WIMMUM AMD" SPACKICS "a mmmm war DWAAM ARE "Aacow ON THIS 3 SCHEDULE FOR ED, LESS THAN ANGERED SO4MILE AMUCE ANCHOR SPAM of MULMLYRAI SPACK SHOWN ON SC "iee; 3 AINUIL FA OW DOWN* fleclan BY THE fOUDWAV FACIM FOR THIS OPMrOo TO BE POSM" REDUCED A VACING OFMANED U"4 FACTOR SMALL NOT K THAN 000" SOACWC. FOR EACH ANCHOR TYPE ON THIS SCHEDULE POURED CONCRETE on CONCRETE BLOCK REQUIRED POURED COW OR CONCRETE BLOCK REQUIREO 11-1 ,1/4 T 1/4- LOA OM 71 G war, WJ IT. 7 G D A 6. G 4 zil w 4 -S.S. 104 W/ /;"x ONG NUT WASHER 314*S.S. WS, A/ 1�4 2 -1 S-L32/*3 IMMG NUT WASH" 0 77 1/2' O.C. (BEYOND) TAPCON ANCHONS 4 i/r D.C. IN 4 1/2. O.C. POLOW CONCRETE PPORED CONCRETE OR CONCRETE BLOCK OR CONC*M BLOCK REOUIRED WALL MOUNTING INSTALLATION WALL SECTM " w_ovm MOUNTING INSTAL iffm O REGULAR PANEL 0 SCALE 3/0'-1 * SECTION 4B UU SAFETY PANEL SCALE 3/8--l" INSTALLATION DETAILS FOR OPTION 92 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES TAPCON ANCHORS 1.(e TAPCON ANCHORS a'. ac jjj V O.C. POURED CONCRETE - POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED 1-11 REOUIRED 0 rW (I 4;::10'p PA.4EJAATE PLUS W/ 0 , 3/32' WIND NOT WASHER 0 5 1/4. O.C. EXRCWRftET01U REWIRED WALL WOUHM INWALLATION SECTION SA 0 REGULAR PANEL SCALE 3/8'-1" SEE low 19 a 20 MR ANCHORS For h Am= I'm cocao Fun SPACING, FOR WSTALIATNI)INS INTO WON Awave vicies 0'4 3 3 RMME NUKDM IIN4WM ANCHOR VACMCS AND MINNUM M)CE DIFIANCE ARE INFICAID) ON T.S 3 a SCHEIRALE FOR ED.LINES ION INDICATED ON SCHEDULE RE:AXx ANCHOR SIMON; Iff LAULTIPLY'No SPACING SHOWN ON SCHEDULE 1Z.-_ SNAA Oh) 3q, AWAL a& am ailing FWM ITY THE FOLLOWING FACTORS. FOR TPUS OPUPTION TO K POSSIBLE. REDUCED SPACING *rAOM USAWC FACTOR SMALL HOT K LESS THM• OMANI 3PACeAC IMWATED FOREACH ANCHOR TYPE ON THIS SCHEDULE A Lr r YES w/ EA* 44;10'0 FAMUMATE PLUS W/ 3/32' , ONG RUT (BEYOM) WASHER EOURED CONCRETE on CONCRETE BLOCK REQUIRED WALL MOUNTING I!ff&l I ATION SECTION 50 %_ SCALE 3/8*-1" Cn -0 -Cu > CD CD 2 C= 2 a) C�L 0 0 N Cn CD 0-0-0 a 0 2 CD_ -0 = 0 .0 M U_ 0 CU > E 2 cn CU .10- Q. -0 a Cn < INSTALLATION DETAILS FOR OPTION #2 FOR UEE SAFETY STORM PANEL SYSTEM INUALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM GENIAL NOTES. VAR) F-7 "M MOM PANEL SV5tEM CIP3 INTO EXISTING W000 STRUCTURES INTO EXISTING WQOD STRUCTURES I E-Z KV40 STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D) HAS BEEN VERIFIED FOR COMPLIANCE IN 81) MINIMUM EMBEDMENT OF TAPC_ ANCHWSS AND PANELMATE FEMALE 0 & PANELUATE PLUS INTO CONCRETE CV ACCORDANCE WITH THE 2D20 (71h EDIT") OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE I t/4CV - DESIGN "NO LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. 13.2) MINIMUM EMBEDMENT OF 1/4-# X 7/0- CALK-01 ANCHORS S4AU. BE 15 7/8- LATE) CONCRETE. FOR A WIND SPEED AS REQUIRED BY ME JURSIDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL WALL BE PERMITTED. FOR A DIRMIONAUTY FACTOR KIJ-OAS� USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (&S.D.) A, OVOEQ RIPAW REWIREDI., I , " 1/4 -20 SS SIDEVALK WILTS USED SHALL BE LONE ENOUGH(SHOULD ANY FINISH MATERIAL a" To 1�4101 TAPCON 0 a' O.C.DESAGN PRESSURE RATINGS INDICATED 04 SHEETS 25 at 26. v C3 0 IT ENGAGE 3/4' INTO ANCHORS. 44INit TAPCON 0 ITT O.C. IN ORDER TO VERIFY THE ADM CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCIE 7-16 /2- WIN THREADED /2' NO THREADED 1 i I ME SWILL K F1 REDUCED TO &S.D. DESIGN ROAD LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER To 83) IN CASE THAT PRECAST STONE, OF PRECAST CONCRETE PANELS BE FOUND ON THE Do G IN LZZ C= PtNETPATION AT WOOD PENETRATION AT WOOD HEADER tERST SM AU - HEADER TO COMPARE 74M W1 MAX. (A-S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26- WADER KAM% HEADER ANCHORS SHALL at LOW, ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHOR" HEADER �j SH141 BE AS MENTIONED IN 8.1) AND IN 5.2). STRESSED. REASF 112, _;Z�YSS FASTENERS SPACING TO WOOD HAS BEEN :N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P E.D AS TESTED WERE NOT OVER SIR , A 33X ING IIO ;./4' II/C 1/4' N ALLOWABLE STRESS FOR WIND LOADS WAS 8M USED IN THEIR q DETERMINED IN ACCORDANCE WITH N-O.S. 2015� (C) ANCHORS SHALL BE AWAULED FOLLOWING ALL OF THE RECOMMENDAI)CINS AMD SPECIFICATIONS OF THE ANCHOR'S m Me MANUFACTURER. 4., HEADER 2 WOOD HEADER STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGM RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE NTH SECTION V626 OF 04 Min. ANA. 2- WOOD cn REOUWED REQUIRED An C= 2 THE ABOVE MENTIONED CODE AS PER rENESMITION TESTING LABORATORY, INC. REPORT 1 2032, AS PROTOCOLS TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHU70 IS TO BE ATTACHED 0 INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOW FRAME BUILDINGS. 2 TIVS, SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE Or THE OPENING ACCESSING THE OPENING FROM THE CL CID I DINT INSIDE W/O THE USE Of A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDO TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR IS TO SAEAL/CAUILK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS r 3 0 FROM THE INSIDE OF STRUCTURE- CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION CAULK AND SEAL SHIUTTER TRACKS AI AROUND FULL -t C2 FASTING C5 LXSII j SUIVARO, LEAGM 'I' n2 kE� 741111, CLASS 'L, NO, - 3. SERIES IDDO INSITALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN WALLAFION iS REQUIRED To BE C= PANEL LENGTH (ARE GIA" r og,AQmAE q: M oA siary III L* M. : , wer, un CLASS PERFORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAINING FLUS ANY BUILDING AND ZONING (ME NOTE I BELOW) I (SEE NOTE I BELOW) EUSFYING Ok SKET 10) sawwow PANEL 1ENGT1q GLASS -1 REGULATXWS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 4; ej OMMIC � i PANEL LENGTH 'L' M. 4. SERIES 2000 INSTALLATION APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLiDERS STYLE WINDOWS WHEN CLI (SEE NOW I BELOW) EXISTING I CLASS TO TO OARS (SEE NOTE I ORCIA) CLASS _r-tsa soccAU: (all Sodjw PANEL LENGTH PANEL LENGTH INSTALLATION IS REQUIRED F. BE PERFORMED FROM THE WSW OF STRUCTURE. 14, ATRIUM W140M AND DOORS, INC- E - Z HANG STORM PANEL SYSTEM- IS PAIIENT PENDIND. SIDES" To DAM aN "M 10) ON SHOT, III .!= CL,EQ SEE NOTE I BELOW) GX ON SHOT, W (SEE NOTE I BELOW) 1/4 ** I; E WIWI_ 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-?6 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVNAATON DOCUMENT (PTO.) PREPARED BY THIS ENGINEER IS GENERA; NO DOES NOT PROVIDE In: INFORMATION FOR A S SPECIFIC PROJECT; ;.*. WHERE THE SITE CONDITIONS DEVIATE FROM THE P_r D 7/4's 3/ 3/32O. woo NUT RIND NUT 32' uISS NUT 71 6. ALL ALUMINUM SKET METAL USED AT CLOSURES SMALL HAVE 3105-HI4 ALLOY % E C) I. ALL STEEL SHEET METAL PANELS SHALL NAVE STRUCTURAL QUALM STEEL, ASIM A-8S3 GRAN M Min, GALVANIZED STEEL THIS PRODUCT BASED ON THIS PEA), PROVIDED HE/Shili DOES NOT DEVIATE. FROM THE CONDITIONS DETAILED ON 1 6' CONTRACTOR 0 BE RESPONSIBLE FOR THE SELECT*%. PURCHASE AM INSTALLATION INCLUDING UK SAFETY OF OMWATIOW W/Fy. 58.5 Ito (AFTER RWXD). THIS DOCUMENT COIIISTRUCTION SAFETY AT SITE IS In* CONTRACTORS RESPGN%BkM. 1/4-0 IAACON 0 Ir ot. W/I Ilie T CD MIN THREADED I PENEIRAIM AT a ALL SCREWS To K STAINLESS STEEL 304 OR 316 AIS3 SERIES OR CORROSION RESISTANT COAIIEC CARBON STEEL AS PER DIN THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUD IF MODIFIED. CD MINION OF PLATE I t 500 8 W/ 50 Liz, YIEUD STRENGTH AND 90 kni TENSILE STRENGTH AL SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4 (d) WE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH OU. 9. BOITS TO BE ASTIA A-307 GALVANIZED STEEL. OR AN 304 SERIES STAINLESS STEEL WTH 36 k.. MARMIUM YIELD STRENGTH BECOME THE ENGINEER OF Cw L"IT RECORD CE O-R ) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER Of RECORD. ACTING AS A DELEGATED ENGINEER To THE P.E.D. ENGINEER, 94W G _0 10, ANCHM 70 WALjL SHALL Of AS FOLLOWS SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REV" 1 2 ED (A) t-,nw- eamn lob (A) T-41S PED SMALL BEAR THE DATE AND ORIGINAL SEAL AND SOATURE OF THE PROFESSIONAL ENGINEER Of _j 6 ;/4'0 TAPCON ANCHORS AS MANUFACTURED By ]TAT WILDEX, INC, (MIN. r'.-3122 p,$.,) RECORD THAT PREPARED IT I k -1 - I I '- - 1 ­1 - - EQ. M I I L� 11 I/AA­2w/41S.S 413. W/ 1/4-0-n.3/4-SS- M.S. W1 DINT -W/32 I I , - 100 X 7/8' CALX-IN ANCHORS AS MA"ACTURED By DIEWALT INC, (MIN. 1'­5000 16, STORM PANEL MAMUFACTURERTS LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL A A a/32- WRAC. NUT S/" W 1 7/9 WING I , " ft3/. PANUMATE FEMAILE ID & �ZEITMiE PLUS ANCHORS. AS WNUFACTUKO DUCTS ACCORDANCE WITH SECTION 17099. IOF FILE IRA BUILDING CODE ONE LABEL STALL BE PLACED FOR EVERY OPENING ox WASHER (BEYOND) ED (V-3350 P-.0 LASEL04G TO COMPLY WITH SECTIONS 709,9.02ROF THE FLORIDA BUILDING COOS. "N" NUT WASHER & 12 1/2' QC NUT WASHER (SEVOIC) WASHER 41 ;2 112 §4'd YAPCOW 0 5' D.C. IN 1 1 2` ANN. THREACED 71C# A 3/32* WIG MITI A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO PWREO CONCRETE SKqi BE 1 3/4' AND 2- FOR PANELMATIE 1'4** TAPOON 0 5' OZ �T; V4=*TAPCON 0 9' 0, &MMEM a/ STUD) r W1 STUAD 7/870 A 3 32' ONG NUT AT WOMTH 2'.4* WOOD PLATE 2'N4' WOOD PLATE nT IYOWIOTH THRENDED REDUCED WASHER 0 a 1/4' O,C WASHER 0 (BEYOND) FEMALE 10 k PANELMATE PLUS. �M THREADED OF PL41E REOURM OF PLATE OF PLATE PLATE _JJR;F� PLATE r NOW PLATE A2) MINIMUM EMBEDMENT OF 1/4* 9 7/8' CALK -IN ANCHORS SHALL BE 6 71W INTO CONCRETE -NO EMBEDMENT INTO -10 PANELMA`IE 014 fl. ANY FINISH MATUDAL. SMALL BE PERMITTED, PLATE PLATE 6 6 THREADED C 11 111 6 1/4 0 ANY MATERIAL WALL WUNTINQ- 4� WALL 1111OLINTING IMMALLAIM MAN P MEN. THREADED114 -20 SS SIDEWALK DOLTS USED SHALL BE LONG ENOUGRISHOULD FINISH MATE EXIST) TO ENGAGE 3/4- WALL MQUO" 171VIE TAW AT MIDWOTI OF PLATE INTO ANCHOR& ATM SCALE oe,� ON WALL EL .7 MIDN !2ff a TE IN CASE THAT PRECAST STONL PRECAST CONCRETE PANELS, OR PAVERS Of FOUND ON THE EX,911100, WALL I ci OR SCALE 3/eii-1- WALL IOU?ffMG IN% rION WALL id0UkMNG ON FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH 714C MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE W, 0 M LAR PAWL A LUTE SAFIEff PANELNNI ALMNATM MW BE AS MFNTkNED IN A I) AND IN AL2). SHALL SCALE W-I* VALE 3/e*-1" MO /' No. 44167 0 REGULAR PANEL 0 Wim p PANEL SCALE 3/8--1- SCALE 3/8-- 1 vG GEM••S FLORIDA BUILDING CODE (High Veloolly Hu cons Zone) :POWALLATIONS ARE ONLY VALID MR BUILDINGS WITH &S.D. DESIGN LOAD$ FLORIDA BUILDING CODE (High Velocity HU canis Zone) .4 FLORIDA BUILDING CODE (High Velocity HU core zoned 1/4' 0 TAKON ANCHORS AS MANUFACTURED BY IT* BUILDEX. INC TO .55.5. -72.0 PSI' AND PANEL'S LENGTH UP TO W-W am WLANXI. 167 IF W_ FP. No 44167 F, 0 X 7/11' CALK -IN ANCHORS, AS MANUFACTURED try DEWALT INC W-1500 v a 1) A. .... .. rp 20 GAGE GALVANIZED STEEL STORM PANEL IMAIN Or 20 GAGE GALVANIZED STEEL STORM PANEL ORION v 44 N• 20 GAGE GALVANIZED STEEL STORM PANEL DOWN 2 FOR NEW WOOD FRIAR CONSTIM)CIM WOOD MEMBERS To BE SOUTHERN 1. WISTALLATIONS ARE ONLY VAUD MR BUILDINGS WTI AS.D DES" LOADS MUM (ViTT-20 71 P...I) w IT PIK 2. IN/ SPECIFIC DENSITY OF 0.55 OR EQUAL UP To +56.5, -no PST AND PANEt'S LENGTH UP TO W-S' PIR -10 PANIELMATE FEMALE 0 AND PAAIFLMATE PLUS Ak"ORS, AS MANUFACTURED BY MCC CONSTRUCTID NAL , / .0 IN 071=ti= I '.-. S ATE Pwwm. GLOBAL PROTECTION PRODUCTS, LLC. GLOBAL PROTECTION PRODUM, U.C. am- GLOBAL PROTECTION COL. ON W000 S1 2 FOR NEW WOOD FRAME CONSTRUCT MEN TO BE SOUTHERNF 1F MR. 11 R. 11L I E C 0 Saw Am S. . III STOW Z �fta MNE Na2. W/ SPECIFIC DENSITY OF 0,55 OR COUAL CARL rL 33314 6- PHOIL D�)M-7"4 1AX COSANAR-OM 20-176 YXUT UMB433L"* now FL 315, 00 11LIECO... S. 61 STREET An, OOE IL M1, narves a ownow ro� WA= - _.� - I.Haw. (WISH -TWA, M (�)m�97 20-17 (seqns-75M na 1.).. 20 SIO AL -=. UAO CAN en -OW 7 DO) %, n.1 ig� DRAPPAC Ne C.-Cow.9 �.i i - 1­1 - -1 - COMING H. =ER TALLIT '... P1 WALTER & CULIT A'.. P1. IL SEAt/WPWUUIR,,iOITE F 0-9 1 ANESTINors WiLTER A, TKW Z COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS 3'/24 KVIE 2 BELOW) INSTALLATION MAILS FOR SERIES 2DOO AND 1000 E-Z HANG STORM (SCALE 1/2-l) 0.v sus V/24 110 a/ OR W/o (SEE. NOTE 2 7 4'/24 IN OCHONTE ANC.Oft SIX 3- 2'/24 10- V/24 (111 NOTE j sam.) PANEL INTO POURED CONCRETE OR CONCRETE BLOCK 1101H r TSCHODUILP" ;r_ `.M� T 3: . - r.47 SHW 26 1 _ _ -[-(KE SCHEDULE CA I• hfin� - , 15,196- (TOTAL WIDTH) 2.2W 9- S=FOR 0000 SCRTA­ 'Ai", Sol ZIM 6 co END 01 12.500' (EFFECTNE WIDTH) 2.250" wm�WI_\ 4 sk --= ___\ , MAWS Cn -6 1/4 1350- i I F9 Ill AQUAR' j T. 2,sw* 075' CD TYP.S. T --U4 CD com MAI. nKx OOWL W) T 1 1' 1 60 X HOC .4 C_ 2 AWAAWq.\ IV, 7�T T AM A-6531 2.744' PAM CALVANIM STEEL P44W (END 2. SEE 2 SEE NOTE 2 3 4 BELOW VIC =3 ICU w We --2,470'► T 5 -V 2470- r14; All, W/ "i", Z41 ...... . ..... i L 41 r, 11 i i I A, _;_ C-60 CALV. Ij : 6;_ I , mow 7 FAARE0 Cn _Z,A� "IF I # 4,;- 1 1 3 -6230' - , - - / I "' I-* I I 0OLTED PANELS _v -2470 ,7D GOAN 50 MNAMLW NOTE z 3. 4 IIII&NI I 71� I Raw J STORM PANE PTfiAAf 40 X L. I TT T j 1fl I - if LOW. REVERSED •'h" TRACK REVERSED *U' TRACK 11 _Oo SIM a low I SOL SCHEOLLE • PARELIAKII Crm) me Mn..no MT_ SEE NOTE 4 BELOWSE�� wk Sowunoo- Mor 3- r - so-Aft"M nx, CIDNAMETIE ANCHCRS� SEE MCA PANELS DO up TO OURR1. M CLAIM Ce. Ilan, OAS • I com OVERLAP :j I I W/ EMWD COGE. _SCHF1W ON IPW 25, FOR WOW SCREW.- I IT I , I SEE SECTIONS OR SHUT 26 vr a i a 0_ 2 PANELS-'r 1 � EVERY ONDRAP m M. LEH OR OR/ OR W/O@ - (D LAST PANEL to BE INSTALLED AT EACH i , LAST PANEL M TO BE OWAU10 AT fACH ALWAYS at PROYDED W/ SE OPONNG SHMAX ALWAYS K PROVIDED /< WM HANDLE TO FACILITATE INSTALLATION OpOp" SHALE TYPICAL ELEVATION FOR SE ire TYPICAL ELEVATION EQR TOMMKOSTALLED FROM REAR HANDLE TO FAIDUTME or SM 12!� 1ry 25' W WMNM TO BE INSTALUED FROM E-Z HANG ST01RM PANEL 0) S=11111 INSIDE OF STRUCTURE- E-Z HANG STORM PANEL II a HEAXREq,_ NW° I L) 1 1 11 , I Q_ 3,750' 4- wO AIR 7 7 7!`IZ 7 77 7 1;� 7_7 I TN z 7 '77 AID WE/ROUNDED CORNER 0 ENDS Of PANEL'S END UP W/ HEMMED EDGE 1 .750 SECTION a- 4-MM I Sim A; SCALE vsr - I- ist LOW. (N.T.S) 1 :125- SUICA ISOMETRIC VIEW DETAIL A 000 ji �.125' T'- (3) AV - /a @ ID -Ar /V wO r-I/C Me, CAP 2 3 Goo.- 5' N­ (1) L - 2 HAND STORM PAWL SYSTEM CONSISTING OF PANEL 2 TRACKS AT TOP a PANELMATE PLUS OF 15' LONG % DOW WO Cent TRACK$ 70P A BOTTOM. I CONCRETE 011� E - 2 KANG STORM PANEL SYSTEM CONSISTING Or PANEL r1f BOTTOM W/ PANELMATES, WAR, * I I O -J- TRACK (2). END PANELS SHALL ALWAYS BE CONNECTED TO WALL BY MEANS Of I/.N­ 4- DO PANCILIMITE1 NO PANELS CARE p PCIAg"/ PAIIIE 2"W(Max.) ALUM. ANGLE (2) (rOS=SHi%LL ALWAYS BE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAR OR. FLY w p � - man" GREW �4 MIDE 1E PROVIDED AT TOP OF VAK PANELS, SMALL BE CON 0 14r a- ser, a) + j AS ------ 4 60151-T6 Alum ALLOY L,$4 1CLUTOM 125* (3) IF END PANELS ARE CONNECTED 70 BOTTOM TRACK. CONNECTION SK44-1 CONSIST OF DWCONIGNAMU7 OR %*;0E LOW) INST, . ver, a) I 1/4"20,3/4' M.S. W/ 711fft 32* YANG NUT OR 1/4'ftJ/4' Min THUMBSCREW WALL S -TAPPED LCC3A/T*N (3) FOR CASES WHEN END PANELS ARE USE JOINTLY W/ 15' LCT&IXTAS. AT _jj1GQnUHnK& INST. 2' v I ir 31v.,. FLOOR TO CEILING JWHTIING INST, BURD-gia-mQuia CC INTO BOTTOM TRACTS OF FASTENERS MAY St AT EITHER OF TWO END PANELS A91 NOT CONNECTED TO BOTTOM STOP 84R Ad Q&j 0 EXTERIOR FLO FLANGES Of END PAN[I_ PROVIDED AT TOP OF SUCH PANELS, 4w Jag IN CASE THAT END PANELS ARE NOT CONNECTED 10 BOTTOM TRACK (i.e. A STOP BAR (4). FOR END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY SCALE 3/8-1- (4) IS ONLY USED AT TOP) Al LEAST TOO PANELS SHALL BE CONNECTED TO BOTTOM TRACK r-0.0-T SLL WALL Bf-WEAMS OF PANELMATES, ONE INTERIOR PANEL SCALE 3/8-1 l USING I SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION OF PANELS MAY BE ,NON tam ATTACHING BOTTOM TRACK TO WALL HIM M TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION W/ TWO U 0 SEE SECTION 1'. 3' IN 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25.a m 'F: NO SHOWN ON EL EVATION =TION AND W/ A-3 1/2" w WAD - t MAMIll"NAN NOT NEED MEANS TRACK I r x--,, 0 IT to L:n F=S& AT I10T A, LU ME (5) Min. EDGE OMF��MA TMTCjW 0 = PA JOINTLY W/ W 'DOES AM SVC14 FIAT mxw (TO BE WALLED in ENT PANELS (ED LEFT A, FOCHT SIDE OF�=`PANDL) RAVE " jk THEIR OVERLAPS RETAINED BY (2), db T.I FLORIDA BUILDING CODE (High Velocity Hu no Zome)l Velodty Hu no Zon AT AID. 44167 NO. 44167 t FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 10 me a 901rom MOUNTANXI. CAN W FLORIDA BUILDING CODE (High < •am ILIOUL M Come." . ANY AW, TO J ANY .750-- Mft AIRM ANC i I INSTALLATION, STATE OF F, TA E OF 20 GAGE GALVANIZED STEEL STORM PANEL No. 4 167 20 GAGE GALVANIZED STEEL STORM PANEL F`I` 20 GAM GALVANIZED STEEL STORM PANEL DOWN Im. r DRAWN W. 0, A Dom w z M. GLOBAL PROTE S S7 0 UAL SCALE 11r IT MILO 0 am PRODUCTS LLI 'OdE F PROTECTION PRODUCM U.C. DEFAIL I GLOBAL PROTECTION PROOUCTS. LLC. z r MTE '1101, Sw 5 STREET • OAAAE. IL 3131. CAME. R­ 3=4 twopwimmma 0 PAW. , =I. % 3*x3"(Wax,) ALUM, ANGLE STOP BAR VIAL 11LIECO.. 11LIECO.. Am S... 51 SINION 4" S. A SAW 'HH Wo. nnii)W-750, rw (IM)NO-ffm ..Ito V0 -A-`- •WAR W-Xi Wk,_ INIONE (04)M-75*k FAA,' M4)00-M7 Paid, CW)No-nA TAX (00-)M-Vo? 11' LONG W 20-176 20-176 < 20-176 W63-75 Alum ALLOY An- � ft AW !Me al� NMI Pl. SFAI/BOMnNF/M1E T�_ WALTER & I" &-fit Pt +MyE - - `N=in, L Fn- M!k SHEET NO. SH 1.2 WKM PWgE�ASSE.pD.E Ilm,. � � I � (P-.r) (SEE ) <ea.0. -T53 TO' OR LESS 2 9/la' BOLTED • +'. x'. 3', •'Y1. 2w A ]'w aea.0, -T3.} ro' DR LESS 2 7/a' BOl1CD t a all -6--0 N L _ � m N U N 0 10 � N C N O- O O 10 C ra 0CD - YAx)YUY A S D. DESIGN PRESSURE RATING {pIa tJ ANo CORRESPONDING YAYIYUY PANEL LENGTH YL' erYFnEM a YAff1YL� �� D. DESItY PRF�4nloc A ennu FOR SEES 1000�2000 E-I NANO STORY PANEL (1) SYSTEM - - R"TING Laa.J.1 AND CORRF- �.DlNG Y!VDILIY LA1E„u0R SPACING SCNEDU F FOR RiST F ATM�fNS INTO CON1CRETE t BLOCK STOIlf�Tllea! E o.. ma •e rcE 0 Cu O O n t7Nl IaT ISFnr rc L Y FOR , ,7F5'r pTuc < A L VAS P PER THRU 1'. SHEET 2 ' NAIJb L c4rR ONLY FOR PANE- ML A.J•,�IONs c PER tt['M145 ' A_ I iHRU 4' 11:. __; . O"O_Ii INMEADED To 10 Co"OF'Em TO CONCRETE 0 '�' V-- CONDITION m SECTIONS I "- -p O O • 1 W/ 1 !'.-2DMJ a PANEL , k WIN(8An AT OVERLAP k 40S OF PNOU LINOTN �/� CI1 t✓ -I.-e CD \VV/ ^ - I d tA ^I O fI^ i�i ll ..0 .- W./ e L1M TI) TO aa0 P..1. ASM, DES" PRESSURE RATWG. Lu., RfIXAREs YiM. pSfAMCE BETWEEfy BDRW OF PANEL AND 0 To ESE. 1/2• -),/2' , . , I t Mar if }+ ADOURES MPA OWANCE KTW F34 BOTTOM OF PANEL ' 7r0 ® 10 BE,. 3/+6' 1 3/7C I MAA.III A�{p11a11N4NN +a"0 A. TIE[//�+yf WIL 3. Jr- 3'r . = FLORIDA BUILDING CODE M h VelocityHUFricam Zone r - No. � MR= <c *. * : * E 20 CAGE GALVANIZED STEEL STORY PANEL fP oRrt n - I z o'•, S TE OF�1. J - - - GLOBAL PROTECTION PRODUCTS. LEG. °fJ'70 %y�O,r;•.• FL RIOT�f3� �iL E .I00 sr. A, S,RFT F.1'fl l. �!� OAW t rBL � - a M .a ,0 4Rwbq. n �r .1+are (RWaN�-7au to (MMAN-v9> 20-176 Art'A'4 NAL�r_[ 1>wAIJwONFTUAUMt[ w.- 0wt J-2 "T f1•k 1Y1-,v, �_ •WrnYON • I IL RKIFII A 1XL8 A., ? >"'• ear a « '-if? , Its I mi MAXIMUM A.S.R. DESIGN PRESSURE_ RATING jg�) AND CORRESPONDING 1/4. 3/4, 4/5, 5/5 R 6/5 MAXIMUM SINGLE PANEL M L040TH MLY SCHEDULE ONLY FOR REGUIaR STORY � 2/4 1 W/6, 2W/6, 3W/7 k 4W/7 ANCHORS (SEE SCHEDULE ON PANELS INSTALLATION INTO POURED CONCRETE CONCRETE BLOCK & _WOOD (t) -3, MAXMW- -- -- SHEETS D, ,o e1,) -- - - _ -]. L - eE.tr a eAMFI e(� LreaterreANfe11 2 PA.dL �l '••'WA AT EACH tea, 0 0 _ o d AI TOP OR BOTTOM END WRN TRACKS ( .�LO t NZ Q$ D. M.•O,O_4(�, f -1 - r--1-7----r T -- --r-� - ; , ^ _ r-f--T-r-r T- T-r--1 1 -- .F_.-i W1T1( TRACKS is OR (dl * DIRECT MOUM1'EG AT EACH FNMA _I-"\ i OO LAJ I- I-T -.T i �` f I t y '-' = A I ��� _� f i j- :i �:__� -� ..I. I f I LI cs n C ! i I � c v N t I j i 1 �- - -I �- I-I_t-�-' UNBOLTED PAWLS ! i li j i BOLTED PANELS w/ 17 Al-zMi• - m I (SEE SECRONS AS ' { ! I S S. M.5. BOLT W/ 0 O Fx OVERLAP' N O d IAPPllU1BlE) I I ! i I ! I (SEE SECTIONS AS APPLICABLE) ! I, I I I _, I I I 11 I I I I I y c cc 1 ( i o 3 d� I i I ? I Ir ! I I I - - c i .. I (� i i e --'- - -- - - 1 - - -� 3 _ D.M.. 3 4 f '- �- 1 m I ax 0 o L) ®.19 - ] MAX _ 1 _. J` Wit -_) , O V N '- W" 1/4, 3/4, 4/S, 5/5 k 11/5 1' uol. ra z/4 1w/e, 2w/6, 3w/7 k 4w/7 ' c _.. _ __-_.._ANCIMRS (SEE SFHQMIF Dbl SN£t'15 D, 10 kit). - - .� REGULAR STQRM e� jr I ELEVATION E 1/4• MAP. GAP - 2akr N.T.S. U DeK O.EfBM _�i WHOLE tIALEIT "� 1/• �� UP*" SEPARATION TO GLOSS SCHEDULE MAX. t)AP MAXI 0IND SPEED 4 170 M.P.n wBA SPEED > 170 _P.n {SECTIQN A -A -I T j N.T.S. PAU �J ('^) UNRESTRAINED RESTRAINED 1dJAF5TRNNED RESTRNNEO MD/EB: ]D OR LESS i- I. e• 6 1/4- D(I) Ls. 1LAXDAXA ALLOWABLE PANEL LENGTH FOR A OWN POSITIVE ASO, OESK04 WAD. L••: MAIL ALLOWABLE PANEL LENUM FOR A OWN NEGATIVE ALSO, DESIGN LOAD. >33 TO 90 t• I" 7 t/2' 7 1/2- (2) PROCEDURE TO OET[ArNE MADAM PART. LDICnt GIVEN A POSRW ASD. DESIGN LOAD. DETERMINE MAXI M" PANEL LENGTH 'L+• FROM SCIW:OLAE. >90 TO 745 r I. 7 1/2' 7 1/Z' GGIVEN BML A NEGATMANIVE JULD, DESIGN LOAD. PALL IF)IDTM IOENERMI IC S EOUAA. TO UMTHE FOOD. MilgiU D[7OMNE0 FROM SCHEDULE LE >145 TO tm 1' 1' - 7 1/2' BETWEEN 7: AND 7-'- (3) SEE SCI4DUE BELOM FI]p MW. PANEL lDviN FOR P'OROSItY MAAIeYFJ41,OM. MINIMIN PANEL 1 F A GIVEN MOUNTING CONDITIONt WKSALLATIOKS IRO WOOD ARE UMMD TD ♦ 95 P.1 MAX A.SD. OEM PRESSURE RATING �V ,S B, 10 A 11 FOR MAX. AS.D. OESM LOADS A MAX. PANEL LENCn(S FOR yA',. +SE ' EN SPACER Is USED. �; S �''� FLORtpA. BUILDING CODE Non Hi h Yeloci HYASGOM Zonal If $ * . 44167 0'- cone 7RTua w0. 24 GAGE GALVANIZED STEEL STORM PANEL'jp'wvmn.. z * £ ;. 0' LATE OF - - _ I L E C O INe. GLOBAL PROTECTION PRODUCTS, LLC. °'n'g /10i° y�'O•'• . GRID* .' 4A Ty.�,, • DOMPAWN Nwa ar. 51 STlmIt i F FE. /I J v'W .. a a- � a, <or. «sAt n ATM (Malt n. a7]7. 4y4 A....•, � - L YN M-1Me. IrRM:-, w cw)--"w F_ (WwNw-PTv7 2O-17S 9 N W-'�"'-' - iY�.. oRrwN LM rMem 9 N/NN//T'•l R IBXXCR A Mo i.. PZ 3•QI > « M TRACK ANGLE N _ .1 Cn -6^-0 W _� i O I� U O 'a�/)� ■� V/ W L1J Q Z Z Q J SHEET NO. SH 1.3 LSCHEDULE : a ; ( SHEET EX (11 a) L (J) INSTALLATION DETAILS EQR REGULAR PANEL WOOD GLASS - ON SHEETS LI VAX NEW 00 Cu CL CIO L I OF PANEL Ltj L I 4 LBUILD-OUT TING SCALE 1/0.1* L L11 L LI . SEPARATION I 2-W WOOD PANEL LIENGTH SCALE 3/8.1. 11 I'll I L ASDESIGN IIAXAAM NIGra3 541CWG i0M C. 0. - 3 1n' "' AFRXAwE TO ANr CaIeIN•NtgN ea 11/FT1 vAIW1,nI PAIeL �'" 1• (W.) PRESSURE RATING r.l. *+v+core cKA-Rt Iro PAIIFI}AAR rErKE a rANETArtE PtIA ro C«Irn[TE aT,InWIE TO tONea+E ro coNcan[ 12• N A I 2 / NA / T 2 NA / ,• 2 N A 1' k 2' OP tt' }• • tp' }• y' 1• y J• 1' BOTH)• 12" }' t2' S- 8" a• e` a" i (BORON) 8a.0, -75.} N/A N/A NIA N/A N/A N/A 12 1/2' It' 2' (BORON) 70` CW 1E55 7' NfA a t/Z` N/A s 1/2• N/A 4 1/2' NfA I }° (TOP) t2• NJA 12• N/A 9 1/2' N/A 9 1/2' NfA }' (BD7'rON) 12' N/A 12' N/A 12' N/A I 72• N/A •' (TOP) +1' 6' t2' 9 t/2' t2' I/' t2• ,T' •' (BOTTOM) B!i[E S11FET ri i0R AIIC•IONB ,ypF k SPACMG FOA •KTAtUTIDN4 MD WODO rR11K BULOBO. IArri1B1 ANCIIDR BPAQI6S AND IIXIIAUY TOOT DOTAw1 All[ rIDICA1fO ON TMS SOfDIIIE. 1'Op G0. LESA IIW1 lAIG.7F9 ON w3EDNE IRDtIQ Ar1f.YlOR fPK11G BY Y4,lTIRYMiO wMnrc wwWl ON St]IBXAL n Tr[ FrALOrnG FAI:fORS. AOR Tr45 a►CAATION TO K IwMMLO SPANe DDTA4VED ItSViG FACfaW S NM BE ,£SS TNAM MN•AM �AO/IG 11101G7CD AdA EACH Ar101art TYPE AT AIIO,ORS IFLD@ TAPadI 1141e1M1E rANEI1141[ OALK�1 ,BA AI1n41 BAG.• D,,.) ] ] ] P +n a> MA) c•Mw BrM AIi - 3 ] ,/] a t/x � ___ f4111L fA � pa19Q,T DAL1011 I ,n' __ }' ] 1 1A6 - +/lc ���!PON NTS FOR REGULAR LIFE SAFETY dE E-Z HANG STORM PANEL SYSTEMS (scv.E T/z-t� 0 ) z.rer - - - --. _.__--.-iz.500• ([FrECT+vE WOTHy- - - -- -- _ 1:_-..TD]- I ,/{•rza]!a• Cl -.. .. 6 T/4. -, C I.ZyD• - .750' -. 3.5. STUD IUACTFD (TYP.)--- r 3]A.'-- .,a5• m AgEt. a ,Js• '�' _. ,s+,0' __ - , 350' _- - � 1.2]0' ,pO• lee'-. .oeya�•� _ dr. t: ,/z' as .� * -.. 1.330• -, r! fLY. WF RMRSED) , i `=}.-I i _ 11.500`; 1 _..---- - , }D• .230 Ir • • r � � �,. a10 � _ 1 .Rae' � /I D.Dxs• IXrf. 714CIt h � J.s7s i � B � t.a7t• . 084' ,! _. ( I. 1 I HEMMED ON.YNBIFD S7E¢ `-- ' ,.�. SfS EDGE AtTu A633 TYP , �. •y. .DES• - - - } GRADE eD {WALUM NpA4ED _. Clce 1 c-t10 rxv. ERG[ � � 2,123' r ' DaA•� l.-7.300'--•J .1 a5. 1 OEtAK A iQ �t STORY PANEL - - " - - - - - - - - - - ( s7s• T4.) (TMP ) 1 - '-. _.�_1.350' 1 _ ORAA A- _ 2.ppp•.. _.� r�Im 7o�Rr.HT°d'r/FDifx�Lf.Dn - - 2.sar - -- N ENo AT LErT soE a PA11FL O YH' HEADER O3 YFY TR/�(`K O4 ANGLE WITH STUD i j GKVAnIzm sr[p wwAfINF� i'z , / _ , � s7'. •-�r t^ W � '1 s.aD{r ll AY J 1]' e2'70' i' - / � 1 ]. o.2sor �. `. _ \\��� f ' I 'Wers ars' U x30• 1 -1 �r-- , 4oT- • eas• rIf!71D• '2ao• � OR VI7kl - x.25D' - .1 & L�QB:� 1(IEW D L A ' i � � . t �a z7p•,_ ,��j `J .113' -837'- I '_ .2lDh ROUNDED CORNER O £NOS Di PANEL'S 1 NfA .p�f' .. _', •----z ]7e' _. END uP w/ r4ElRAED EDCF. 1 ;- r.e23" +u• iW. eNtOY ( �� 10Yf,�A 2.500• I EDGE « PWNFI. .oat• oa7• 1 � KEY HALE WASHER s 7yo• D7z, LIMP.) '� 7S0' ]1os-HIV/ KUM ALLOY �8 KEY HOLE AT PANEL - �' - _ Lt21' 1 1 ♦SEC 51Q7 a ITAT ADDI110YL `'�• - .6, 7• LMRA/gN5 f SLEEK 1E11CIN S , I'. _ � .091' 715• !. D/AY WL10 TOR WSTKUTIORS MIO , 730• � J75' O $LEEYE 2 � /8" 1 1 - _ w,xlD SIRUCTtR1E5 L• 1 .230 _ _ -_� x.OW' - a.00D• 375D- - i tx5' 7.000' . ntas•. '-' 750- O •.Dso-r LIMP=)' ' O7 REV. wHr HEADER 1� rUY HEADER I (� ) _ - - -, --+• MW. TO S• MaY. -. $LENGTH W �� O ANGLE - x.DDD•- - 6-0)'JY 11 TRACK 1© PANEL HANGER ]•oN• -- Baer-nT KLOY �{a1•Mu/Nr�- ns• `._--_ .Se � -�. �.��a��`,'"�"r<R A. TI(1�/%14y±,IE,� �1_].L4 EF)1 /4�1[/QE,) { 7. "i I--_ •f' T•-. ,•••••••••••.. ✓e�TE. (U5E ONLY FOR £-Z HANG S70RM PANF1 - 7 .]t 1- .83a' ' -' ��• 170` - _.1275' WM.'1�- a �: �CEN,�T• ••. iz SYSTEM} aDa]-Ta ALUM. KLM � ND.44167 WIoeN NurrkanB ZoM FLORIDA BUILDING CODE Non HI h t.a7t- i T'" P y t.tn' .890- 75D• Z000• t.OW • 'J•, ''P. '�MM. a WN. O � - : iT3' � I - _ a osma nl[aa wc. 21 CAGE 6ALVANIZED STEEL STORY PANEL , _ 1 .oeB' ,.xD1• � � --l. aA1w� BT. 1 t1YP) � >D 1 __ �. _ STATE OF *' sbn' -SEE sEcfgra .�� e � � �, E C O INe. OBAL PROTECTION PRODUCTS, TLC. °i/'W,R�O - a000'- - �_t-- � 4. _ - - IRK %�o'• OL':' ` 2W' � / , IN' A 7NH ]Ir. a R i YIP•, .I�,n M1 mr � tL'A3,1� 21X0a�Yw7l5. • w q 1© @uiLD-OUT F" O4 @LINED -OUT F TRACK 15 At ®WA$NERED WINGNUT � "" °1D.rr"*w.= '"-,q• s,' DIK).°s7sw .Am a'a),r-e'°7 G-900E,f (ZAMAC ]A INSTALLATIQj� DETAILS FOR REGULAR PANEL LNSTALLATION DETAILS FQ� SERIES 20QQ & 1000 E-Z HANG STORM � i INTO EXISTING WOAD STRUCTURES - � ,/7. 4N rlrDAp(D POVEIRATION (s w^. x'.: wa0p 1/a'• lAa SCRES • a' of W/ TO EXIS7WG w00p ,•EIDER _ AEOL{RED ,/a'• LAC S(AfWS • a' OC w/ ,/x' LW IMFADFD PCNC,RAiV]N - FUl OP ON EDGE Mn. �n *,TEAR? PFNflPAtgN ro EYCanHp wik7a •AAOER TO L1151eR .000 fWwER c«•t. N, a.1 • s.4 s. I , : • U CNC «Q �I + 1'•-xD.3fa' 45 4 CMI II••,• s.r.s. , 1 .f ] b'.Sf3r wlc !'. ® _ o EA EWD a S �' 1YGr � 1x oc L..aG Y SN.S- 4 � ScrW:ws o 5' a.c. I .t I I a' 1 /((l'II% t/a'4-x0.7 RLL$ , 2' tAn. , / O U END Oi 61 '..� �'•� 1 { IW CJ T•' "TAD 4.5. w% 7/B'r•3/]2' ,0 CXISira WOWWOW HDIDCPD1FrRA 3 T (SEE pEIAX t/7a k ,� , NMi a WLar) rn�Ev m �j ' H . ,•_ -. 1 •i3fF OCTAL t/N a j ]/,b" Lwn POP Rw4T 1 Cwl 55 ' !. {" L, (iOlf. +A_§tLOP�� iS � _{ O 4101RDTH OF EYTM @ J, r+' 8MS ® 1 !W�OOD HOLDER 7 coot i -L*oukCO � 1 1 E 1- rro DR7A�� • e 1 I T ) 1 1 I - t•-I wNr. NEARER nEOurfn 3 l 7 D�/t�a;� i .••-xo.s/r` e u uAE:�wj { � 7SEE ARAtIMphN ' ,ia'•-xas(a• � m WASS. rye'«sr]x' �ND Y,� e TO FAASS. ! q5 Wf] a NSJ37' I wnrC NVr A lr O,C ' Ww 1•u�s tt � i Evan avETa,w � x>P/AR°.Ano 1 EM.n OYfAUP T ,Ja Y-xasfa• - 10 GLA55. ' ,Ja'e-ZOil/.` , ' M SCA[W w I + }I I ,��. 2 rl,b" Y•, I 7/a1.N3J/E3x/ � lay.�'j Jj/ '� '.. _ - , �� � I � Tea LY�Ai"D"c WKL. RR e I I tV RY OaFtk:,P H j EMERY O�FAVF Ti ' k V gg � � •_ � ( .' � gyp{. � ! R� � i � I !~•, N Fi b 1 , - - J ( � �M �� � � �� q r 3 t •Y-xa.a/a' us. N Lwr If I A, ram: + 1 BWIc NN _ j 1 i e u• ac gg I � •I C 1 t IIY_ {' M.S W/ i 1'• PAM(JMR fE1Ml[ Ifi D \ - P - > 31 wrC 4Uf PANpWTE P145 W E _.i I 2 /a / t `I� OR t •.' 7}a• Wa. TIAIEADm CHI. _ .... O •� 1+/a.-79.]}f•4.5 � i"�fQC NOTC to PF10Wi PENFIR•]IOrM 17 'Jx' O.0 -.. W/ 7/'a'hJl]x' WdIG ) u 4 � tla•• TAG SCREriS O a' OC W/ __4M (7] Y.A• ) ... 11 Yn ` NUL OR t f4Y-M•3/a' 2' Min TNAGD[p PENETRA b WON TnAR REIXfWN T a <-ytq.Sf.• 5. W,� � • 1S° ' if�AEBSCRk�t W n OF %ATE At SfRtES 7D00 OR lA7 CR ON • !at i>/+]- NUf „.'', � Y Y,'O 1a-10 PAAXIMAR PLUS WJ I' iQMIB,II NOR to BELON) E 1/. P-a0.3/•• NS. Wf lJa'F+.J/]7' 1 PENE7RATON 7 LF, W .2 ♦ Eq,l rN.G NUT Y IY OC SE ,Oau �:1 +/a'• LAG SL•REWS • 6' OC WJ ,II.1 tAa 5[R'EWS O F' OC wJ Nin (x x••{• 17. 4,n iHRUilm PC•ktRArON j� ;; '. t 2 Yi+ TFIpEA7C0 PENFTRAhprt ,rMON dLA�RWWII, �R1111►mE 2"W •-0 Lin. ! ROOD xPLAIE HEOu,rED W Y4)Wa1N OF r'lA7C rM Y.a• wOOO Mr OA DN CODE SISAIE 1/a'-' PLATC WEO:ARED F4T "W �ERNATivE I FLOOR T�O�E�GE�I�L�N�G��LY�OLNTtNG � ALTERNATIVE a 'w LOWS - ,. a51Tp ebb A79.] Uo 3 •W SCN.E t/A•.1• 9. W'r ANO PANEL'S tf.NGM T055-IDtS✓.'.: ( OHL� ATTuNN• �R ( a,'t�• SC/1F tJJ•+,• 2 FOR NEw ,116pD FNANE LtXVSTRVCIKN. IlOoO 4Et/DE/25 r0 DE iOfJn+EAN ...1/j PrE Nc z. WJ sPEGrTc oENsm of D.ss aR _DUK J(,EN,y •'•'�9 � ���Q�� f f FLARIDA BUILDING CODE NI h YNodl Hurricane Zone) �� -- !• No. 4 _ `�0 arE.w. "'E 20 GAGE CAIVANFIED STEEL STORY PANEL 'P SEE SPECAY.A AIO REULIRErENR iM OC m BAR (BAT Al TOP A5 � * � * = a4P•. Y wEll AS PANEL CtX+TFCTIan ro iRA:.KS`� OR AT ,ro BASED ON ,•GOD - +ao ort x000 XnDL1ATta +YPE oN §itET x� RJR = -Ts', $TAT OF � ' '�. �. �M� m/a/tow ��i��cej•. ___ GLOBAL PROTECTION PRODUCTS, LLC, an IL E C O Irr],F 7iWF n rlwrtvve m cFcr f•1" ALTERNATIVE TOP NFADN]t WOOD F-MAyE-.(�;.!`LO Dp \ INC .eoa sw, ], sTa�R CCN.nmi'Lu. •,. SS'-..... G•t�� % a aw1E. .L av, ! A,�!^tIDE! L[sr.TIDN LOP N BORSM YCI YTXMS CAN DI LYAB,NL➢ H ANY IV> /ON ` is "' �` W MP aNAws n N"• P'+a"E� (eSINB/-Tb•S, fA lPsaMavb'IE1 2D-T7B TO SUn � h"OYI .n-frs � AVNINIt WAY GaW AKY YStALtAT,DN. iiCAIE: ,/•' . 1• iUe-' LWgrf w: «ATs]Iv 1w N6TE St.ilt'TF,A TWCKS NOT S+iOWN FOP E'UrTT PC fVyVSwraltu.(JD•+.0 AwRP A R1aE ✓ Pd. itbt pluT x4 « aB MA%.MUM PANEL NGTN I LE IMXkIiIM AS.D. PRESoUIE[ RATA/G CWIG�IE !WOOD A51ALlATgNS t 23,a t2'-0' II'-0' sea rr•-e• ra'-a• MO la-1• !'-1' IAa 9 -a e" ➢" -- Sao -- 9 1 r •' _ e o- 7 r r�_. ss.o a r abo a 3 __7-0- _ma 73.0 7 S a_EO• aaa 7 s a•-r DS.a 6'-D' _ 100.0 a"-3' -6_a' S'- n' Aa@ - 3'-T r LSD S'-e' S'-S- MA%tMUM PANEL LENGTH MAXWIUY AS.D. PIESSiJ� W,Te10 �� k wWE.a NSiKLATKINS i 2ao u•-4• n'-o- -- zs.o �- rr-7o• n�-r Sao n'-e• ro._7. ]O.O ID-f0" 9'-9' M a 9 -e' D'-x" uo a 1_ e_r a x' 7 9• _ Soo_ __ _ sso eno � a-r a �• s a• -s-s• --- 65.0 -- -- � 7D.0 7-e• Y 2' 7-S• 6 II• 73.a 7•-p• E•-6• Al0 s-8' a-1- DS.b �. a -7' 3--10� raDo e•-J_ s_r 70A0 a'-3' S'-•' I13.0 - •'-10• Tres r-e- aR[GT T• •u• I 1.3'Xt 3• 'r' ry. 1RKK BOLO -OUT rW8�,/�y,WpAEd TOP MOUNT � HDIDEA HEADER sTDp i MIOLE TRACK „� w/woE OtdalMEs - OAfECf LR]LIWi 1a' Sx' 3Z' ]5' 95` 50• SO' ♦ tS•Xr.S' STUD ANGtf 75' ]2• 32' 72' /2' Se• }k' a T TRACK SS• 37' 7Z' a2' ar 60' a0' t w seE AI'F"E 30• ]z' J2• ]a` ao• sa' 5a' 1 so' s2• s2' , ]3• ao• sa• sa^ 1 INTO WOOD STRUCTURES jjj wWD ANt1gR5 I ' SEPAMTfON ' 1 . ' TO WAS$- - -- � �S �SCHEDUtE 4M ' ils� (ON i - � IiAP San ' SNEE7 )3 � rA�a�iP'Q - Y • • ,/•• oD. L �-- - - - f Lear aA7t rr ' �. _ _ -_ L EXLSnB4-,E , . � ( 1 1 PNffL LENDn+ wExw HEgDER ) Z �5 _ _ -- •- .. � -:_ . .. �.:-_._ T,_ (p �SNfET t ION _- ,/<. (�[� 'AMCHOLRF'a ON � • �:,, .. Oi 1 1 .� SPACEW i. MAX. � •:;-It/z•' -� I'.� -. Dl ( � SPiE CT°IN� i -� °`1' -_ 1 wX. ' '� - VK)W NEARER i . I , 2' , i � 2 ' EO `+ ' )_ 1 REOUWEO f, ____ Mm. , NF ' j - C ,. , _ ____ 1 f � EO - ' 1 , �- L ' 1 1' MAX. LONG KIMINl1N SPACERS a 12 I/2' � � r i 1 } O.C.. (SEE TABLE Jf ON SHEET 1/.) r AR 1 -� � 1 ! SEE NpiC � BEIw FOR u4nwTroNs FOR I 1 SEPARATION , +l• L>AX_ , 'L' MA% t 1/2• LONG SLEEVES. {.._ PANA LENGTH i i fAA (SET SCHfOVIf t (SEE�SCi � (SEE STSW.WLF 1 Otf SHEET 3) I � _ PANFl IRATE ETHANE q OR PANEE IRATE ON SFKEf 3) 1 � S ON SHEEP ]) �' LILT / i , _ ��,« ; !.+. I PLlYS (5[E SCHEDULE ON $LEI 11) 1- i �_ Wn. I I alw 7 EX5nN_G 1 l t MLmH am1 t-P) S'S __'t TO GLASS - C�I/LI 1 ! RATE REQUIRE-D cuss , ' �"(� �' jc � �--� w/ �N � DittECT YouNT sPAGER i * i ALTERNATIVE 21N' -c (. - / ) -_-]}- ��1-G- {/��� 1 ' 1 SEE TABLE ON PAREL L� JI SHEET 11 FOR MAX. LENGTHS k 1 TOT. 1 ' 1 • 72 I/2' O.L. OF T' rp , MAX. AS.D DEsI(7N LOADS FOR rws INSTKIATWN. 1 MAX. ( I ]'• i Neu 1/Y b.G [i' - t + - ------------- FO - T L - _ j � .. _ TVWD ANC1gR5 i iY 7k YmE: ''. �� ��JJ I _ __ i _ , SIABGE%D w/ STW �0 i (SEE SCNEDUIC ON sPA1rW !N wr E t ,/r Low P: ' .i �- --'"_, - SHEET 11) � (t) IlsiAtLAiION a LINIm ro A oNE titan 1111ADBI00 wrtN IS'-D' � � 2'X4' WWD t,% ' *�' � �TFIOI AM' _ . ItUFM�C Iq L'AINpLnt7W�6 AA�I�TR, PtAif REQUIRED _ tv000 ANCHORS i STAGGERED w/ SAID � 1• Mw. tarARAtIOR ro OtAta3 INWGTAD ! ^'X+' WOW ! _ :,._�, (27 4Nalellt 9aB+0 111Na WIIPDXEM M 4/<IO MM[ FEWF b OX R®uCm ON wear a MAY E ro t •• K ! _ PLATE REOVR(ED (SEE SCHEOULI ON tale Aa TEW rO1LAll41a Ealld1101e A1Q L I own MnTF PoA6I wau N 9MCm wxwr AT g 7!a ac. ! SHEET /71 a01lPtim Win[ ! �� Al811BCttwl AROY it I/D' at. wlMwla ALLOATO ON I I w�ttT I (1) WVeaM Ari DE71Gh PPf3alRF 1 1 RAiBq a aBa -Aa PA.r. i (}) WX Z• dDE PMWL LPMN a tAXim ro N' N A1fY OAf]e1G 1 ' - - (1M e A R[f1B4.10N i110Y tAR9R 1•Aln IDICWe ALLAm ON ' I tt) Iw®AIM srdM vrlu 1FNDItt a j WALL YO�U�NTTEURLLGNjT/�E�QWCT YGUNT • �' 11). , WALL MOUNTING '. Ia) 91aIB1 Pan IIiMMAilpl a OKY i �'�'�`•`�•"�•'� ! (•) 1 1/a' LORE EfMLTR caLwaRNf MA• •aML t As rlalaam aN I �* z A�+A� � 1 tJr Low ww•m a m arar ALTERNATIVE 1 W I e+ro AN EXlAMIO Woos FWAI[ OVATE ! SCSAE ]/a-t• i M,{A tDR WPe ]XDfA 1. E Aw 3 AI OfE[11AE0 A AWTR I SCALE }/D-1' (+) ,MVALAiWf/ wEv alai Fdt wr0 � E-1BN STfIOAIp MD tit N!0 f7Y [anprp «TIE n.0•e1 �� � ! IalaS t, 1 • ] PE7t ASIY F i OM-aB � I I P�SE� A: TJ14r tlC�S: �.� • �CEk�•''�.,`% s= FLORiDA BUILDING CODE Non iR h Wloc Hurr)caM ZoM 1. IN R A N Y V ID FDR AAA%. A.S.D. STALIA ON RE 0 L AL P[oio ni[m rc. r = NOTE FOR CON TION OF SECT70NS: 4 No. 4 fitNA 1 BI : -24 GAGE GALVANIZED STEEL STgtY PANEL oA,WN w.. DESIGN PRESSURE RATU�K', (p.s.l) AND PANEL LENGTHS s * � * : * = TOP A BOTTOM MOUMWGS CAN BE AS PER SCHEDULES ESN SHEET 3 (E%CEPT FOR /W BAt1AT10N. ANY WAY TO SUR ANY ALTERNATE 2W') s�0 F7ATE OF:=� - � IL E C O lMc. LOBAI PROTECTION PRODUCTS• LL.G. °' tMn: IN57 .� ••, IDfl1D Ie aem Sr. 31 SIRDT FRAME �• °ice Ft �'" 2. FOR NEW W000 CONSTRUCTION: WOOD tIZaP AAA YW r. tM Y,or+ w aNM ZO-t 75 - MENDERS TD BE SCAlTHERN PINE No 2, W/ SPECIITC S%'••"•'••�1 oa7,.•++�-'��,,(m n'"'u` ^+°rk- Se51Ne►•+a.b. rA,c lwNw+n> UAL DENSITY DF 0.55 DR EOUK. Ahr4NRN{ a d•dWBr/1 AAW4AI N0. WK7[R A IAAR L. P.[. /IWE7 D d 11 N,i GEN�,$N NOTES noun Ree •r rs rA4aYY A -z 14AYa lmws NAWT aT, fC) jQS%!STING wOGn-ideT1. �SYK FgAYItt_ G 1 STORM PANEL SHOWN ON THIS PRODUCT EYALUAtKIN DOCUIQ)/7 (PTO.) ,VLSI BEEN KRWTED TOR CONPUANCE R{ ACCORDMICE - 1/a"r tAPCOn-ANCHORS, AS YNIUFK'iUREO B'1 YT.w aVIlDE3, FNC 1YIT{/ R+[ TOIO (7ln Epi3ONj W TNC RORIM DIMOItIG CODE. TIAS STORM PANEL 5+'Ifu NOT % INSTALLECi AT HIGH - J•1-IO PANELWIE iE]YLf ID A7O7 PPNELAATE PLUS ANC•IORS, A5 MANUFACURED BY ELCO CONSlRULIgN PRODUCTS. VELOWtt HU4RKAI+E TONES (IIWk-HOE / BROWARD COUM¢5) - ,/JY LAG SCREWS PER a.05 P F A BASIC WND DCSN)N WIND LOADS 57AMt B[ DFTERMMEO A5 CR SECTION 16(M Of tH[ ABOVE 4ENnMffD CODE OR - 7/1a•• .. 5/8' WOOD BUSMNIC. AS 9fSfRIDU1ED Bt' All POtHf SCREW. DOLT k SPECIKIY CO. SPEED AS REQUIRED BY THE AVRISOKTgN w4ERE STORM PANEL WILL BE INSfAl1ED. A/q FOR A DX2fC'ndNUTY fACiOR K0.0. E I-16 ANp E M A O PRESSURE RAM4C5 WOKATED 0.Y SHEETS 1 T I t F B5, I15XVO ASC SMALL NO %GEED THE MAXRIU ( 5 ) OiSIGfI C ) WNWVM THREADED PENETRATION Wf0 WOW OF APCOM ANCHORS SiLK1 BE n• AND T OR ELCD PANEUMTE PLUS }. 9 THRU t2 k 17, to AND PA14FLa►KL rEtAPLE W M ORDER t0 KR1WY iNE ABOK Cd4dnON, ULT1MAlf DE'SNDI WIND LOADS CETfRWNfD PFR ASCE ?-te SHML � FMST REDUCED f0 A5.0 OES,CN PRESSURE RATING DT MULt,R'nNG TnEA1 DY b.b W ORLKR 1p fAMPAiLE AIESE W/ IA1tX (ASO) C1j MNMA14 1rW(ApEp PENETRAi,bN � LAG SCREfY, IMO THE WOOD FRAME UNfT 511A11. BE t t}2' NO 7HRFADEU DESIGN PRESSURE RA7WG5 egMAtED ON SHEETS }, 9 TIIAU 12 k I7, ,B PEMETRAIK)N WTU STUCCO SHKL DE CONSt0ERE0 AS PART Of ME REOLNRED MRDApm PEN[TRATIpI W ORDER lO YERIN TINT ANCHORS ON TINS P.ED AS TESTED WERE f/0T OVER STl+fs5E0. A 3Ja INCREASE W ALa.QWIfNE STRESS FOR 1NND LOADS WAS D4F VSED W T1WlR ANKY515. ihSTENERS SP0.CU4O TD WOOD FU5 BEEF: DEtERlIMm W C.}) WM4U4 EWF pSfAMCE OF LAG SCREWS. RTTO WOOD Slua1 DE u MOICATED W TH15 OPAwWG ACCORDANCE wrtH N.0.5. 20;6 STORM PANEL'S ADEQUACY rpt IMPACT ANO INND RE3,'%ANCF HAS BEEN VQtIfIED M ACCORDNCf WITH SECTION 1609.1.2 Of C.1) MINMIM f•E7IETRAIgN DF 17BClD i75111NG S141L � S/a• 1/1• •-10 SCREWS USED SHAtI. BE , 1/2" LGNC WMMUM NNE A80K YEHTIOaEO COD£ AS PER ANERICN4 TEST LAD Df SOUTH FLORIOA RFPq(IS JpB11D;-0+ AND JOIr9.02-09. ti SHOULD STUCCO E7u5T, ANp 1' Na1WM FUR wKLs wml NO STUCCO _ li ,-, PER 2 -0 STANDARDS ANn RIGN TESTING tJH SOUTH FLONIOA REPORT Y3O D A5 PER IRS-�Dt 4N0 tAs NOS PitOCTOCOu.T4ND AS PER GtCI UTWNS PERFppNEp IN ACCORpaiCE W/ SECTION faOA Of 71rt C.S) W CASE TWtT PRECAST STONE. OR F"iEU57 CONCRETE PMIE1,5, STUCCO OR W000 BDMD5 DE FOtRID ON THE EXISiN1O F(OAIOA BUXOWC CODE WALL. ANCHORS 5HKL � IOHG ENOUGH r0 RFVACTI THE MAW STRUCTURE' BEHIND SUCH PANELS 0.NCNQRAGE SHNl i* AS MENilpNEO W C t), C2} k C.Ij NI i -1 i NP N DM S. NO SE 2 2 K: KV NUM EXIRVSIDNS D DE 505} B Au..DY ANO E ER (U LESS t fRW F tEOI C SHEET (D) ANCHORS SNN.t BE ARTALtEQ FOu.O%TN(: Kl Oi THE RECOMMENDATIONS ANO SPEWfI(a1TlONS � /Nf. ANCNORi MMI,1FACn8LfA. 3. A INSTALLATION INTO POURED D�TIULS FOR REGULAR PANEL CONCRETE OR CONCRETE BLOCK ��1 i STRUCTURES FQXcSt1r6. POURED CONCRETE ..-OR _ _ �7aSTRW POURED CONCRETE r7R CONCRETE BLWK WMCRETE. BLOCK - REDu:RED COIKAETE ANC+lORS �. "/�- REWMEO. CONCRETE AaW{oRs , �'. (SEE SCNEDUIE DN �^-, S1K[75 9 MRIXIGH ,O !` ,._; 9 1 (SEE sGH®uL€ DN SHEflS D 7HR000Ei TO) � 2 � CONCREE OR D •� _I 'a.e' r_ � -} REOUIREOE 9!•�K Q r/NI-m•1'AaD eels 1 .. ' 'j- � ' ca+a�1E ANCIIoRs 3 1 � , " (SEE 51]IEDUL[ ON , EC j E.D I SHEETS P iHROIrGN 10) I r / I T / I 1ff � I E �/ 1 1 1 ir,^ Y - - -F .-` - - '� 9oLn W� SEPAMTgN 1 B. ww+ B I 9-_ Lan. _ - T..__� Bale SfTAWAnON � LO / ; '.,. 1rI EIUSTNG� __(SEE SCNEWIE � � �"' � � ' t' NRr. ]) � -.�R L�7fOM am T!7 ^R (SEE SCHEDULE ; 071 SOFT J) ' 1 ,%:.1 / . ,; •Ilan I 1 CLASS 1 ON SHEET +\ i PANEL LENGTH t ( SEE SCHEDULE B I p 1 y SEPARAt10N 1 1' YaX. � I i ON SHEET J} E S 6 R I I PANEL 1i71Gf11 1 ro CLASS. --1 E IfOULE A. 1 � 1 PNafl LENGTH t SC/EDUEE .1 CONCRETE ANCHORS I ,J• (5[E SCHEDULE ON 1 /"1 Xry tt (SEE BCNEDUI.E SWNCE7 P ON SHEET S) i �-.-._YA- _»- I � � MEETS T H I - s D Haol7c 41 ( 1 ' t 1 � Of°�' 1 R I � u I EKV � � �• "' ., IFlO.YASmS�''� -':.-,- ED s `--' ! w.->dr'eN eaLa I � 0f{Y,Xt• - � �i i I tit' _- - ' , ` � " I 'V F.11-. E%C IDN��fE ' A IrJ � OP0181R is:' I e tx 1/2' p.G r j ), + , a1r• Ia rlrnU t61D �i n�_. - �._��� � �, CONCAE'TE EYDCK '' ' REQURED. '. WMCRCfE ANCHORS 1 (SEE SCNEDL1lF ON �' 1 J t _.. _ - 'LVt-FO-•-f9- D tx VY aL � 1 _ SNEET4 D TNROf1GN 70) }zq},, x �� I KiERrNTE - 1' Wt - W} � ONLT WHEN SOLW ���. iii T LEC LOGTION .,s �� �I SE7 k CALft-W HORS ���k w/ I/NEII - EX6Tei6 POUIffD COIYtTiFTE OR coNCREre aDa( KTET(NATE CONCRETE '_ ()tISiWG POURED !'ANCRETE CONCREFE ANCHORS ARF USED. REOUNED. ANCHORS OR CONCRETE &.WK REOINRED. STA00ERE0 w/ SRIC , (SE€ SCIICM)IE WI SHEETS 9 TtWlp{rGH 10) (SEE SGNFAULE ON SHEETS D TNROUc7+yr 0) �� ��� r� ,oA M,y3rM-Y�E�?�gS�liJ. r� }/a-1• 37CYY31LBLESl� SGNE S/e-/i�Sf [�IB�Y-/' IiOYi,.-�!� 1` + �vr,� SCALE J/k. l' 111111 W1A1/ /NNA14�,, i�� A"T i4il 1�P\•�'•'� FLORIDA BUR91N0 CODE Non High YNoe)1 Hu one Tone - NO7-L FOR COMBINATION OF SECI)ONS� ED. M EDGE DISTANCE ? 0. 44167 i * : * •� * ' •cL STATE DF/ -�- - °�}O nR°°' NC 24 CAGE GALVANIZED STEEL STORM PANEL i L E C O INc PROTECTION PRODUCTS, LLC. �;;'n vnr/itro IIA1C (SEE SCHEDULE ON TOP ffi BOTTOM MOUNTINGS CAN BE SHEETS 9 dt f0) COMBINED IN ANY WAY f0 SUR ANY INSTAlUrIpNI. =P-' -.�- �%O,Y:" FLORID►` 'ice % • --� Ty`•td aBN SW. s, StIW1T .. S<W r.{a Y,w 4•YRaK >>•� �•R t]t+• n.. - L>•o Y»_qw�: Al Y,-YP ncNc nb.NWS->r.A. FAX LBa•75s.-W+n r 20-175 oRLWwO N.: fNlNll � rKt{]I A tun W.. PL Mt Y ,>-1q Mi . « t/ INSTALLATION DETAILS ' FOR REGULAR PANEL (� INTO WOOD LEG 418' (41n.) EX15TPIG iVDOD .. _ _ - _ _ IALtaNAE . BEAM REQUIRED. SlRl1LTi1R%J- ADEQUACY Of EX6DAIG W000 _ BEAM TO 10 CERTIFIED BT' a£crsTEReD ENGINEER OR fEQ / _� AACNTfECT 17R1DR TO SEIUREA INSTALLATION. IY000 ANCHORS -(SEE ALTERNATE WOW ANCHORS - SCHEDULE ON - -- •, t Wn. - 1/i1t•14p BAY41t 1fAD SCHEDULE ON ' � SHEET i1) (SEE S/WE'f 11) r.�, +1 --.F � 1/2' _�T� aifn ��rar�/� � __..1'W/,Y. I WOOD HEADER_ ,: �. 1 t/a' __._.. .__...-... _----1 ! T. i Eal15nNG S 1 � REQUIRED .._. 1 _ t/sY-7a1• _r ,WA/ wLC GLASS ,t � WOW ANCHORS i_ Ij a _ (SEE SCHEDULE ON 2• �'� I 1 Lan I5€PARATION TO � SHEET 1T .� ,On. ( e t 1' '. GU155 (SEE I \jlJ SCHEDULE +ny-7a.t'.Fi 1 (�-+ I 1 / 1 1 ON SHEET 7) t �s�Aa�NR t i Wn. SEPARATION TO GLASS. I I f.:: - : i MF ra Re4 1 � , M71«N OAw T-� �' MAX i (SIFT SCHEDULE ON SHEET » 1 , 1/*'•-Al' 'L• NAX SA can • PANEL LENGTH I _. -- -. - -- - -_ i - - - � P.` Y1 MII (SEE SCHEDULE � t (SEE IfE01rlE E7fISflnNEtr:; A� 1 _-- -- __.i ON SHEET 3) rilA55�-`I % I , _� IPaIN (Not ?-In IXI SNEEt !) - - _-- ..� 1 •�Oa 1 1 I � � �) OF Y' � IMX. 1 , OF Y _ MULL. �/��; llt'R17 [ - I i 1 I , �_. `-' ; • t2 '/Y Q.G. 1 _. _. _ 1 1 ,�+1 1 NO F,NI$lit 1 1 EQ t/2' _ t i '1 H � 1iAo Ban ALL[hYED 1 r I r EA , T, �'a, w W s T/P OC. _ _ ❑\.LJt _. _ _.,. 2'XB• WOW _ `:- DECK RCOUIREDREWXIED..MOW YA•` WOW PLATE 0.fICAtORS W0o0 ANCHORSt._(SEESCHE'IXrIF J3�4' ON (SEE SCHEDULE OH__,SIKE7 ii)Sf1ECT 11)..__ rc111NG� FLOOR YOUjITiNG ALTERNATIVE 3W SCALE S/e-t' @LINED-O!!T YOIINTiHG N.TERNATTVE 4W a1NNN SCALE 3/e-t' �'���ttiCEN,�;'•l� 1197E FOR COMBINATION OF SECTION: �' t. INSTALLATION ARE ONLY VALID FOR MAX, A.S p TOP BOTTOM MOUNTINGS CAN BE ! d[ RATING .a. AN PANEL LENGTHS DESIGN PRESSURE (a ) O COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEEP 3 �• �• 44167 •% = � * � ` - . * STATE OF � Q 'SO�F F(0 �' FLORIDA BUILDING CODE Non h Velocity NuMeaM Zone), gMaP n 41c ri. 4 P 2 LADE GALVANIZED STEEL STORM ANTE oArN M, • MSTALtAtION 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO � SOUTHERN PINE No 2, W/ SPECIFlC �`�� � GLOBAL PROTECTKN� ��• �• o7M/ale ,wrE DENSITY OF D.55 OR EQUAL '+ E �y �,,,,_, tau[ ♦ �W)y!�� ItONAI 7r/1/IL1111,aI ( r _AA____..,_ Ir. {Yl r���A�.�pnM m-,1» RIa1L ([a17MP-75.5. FAX (v'31,W9-B[W7 2D-175 O.E. 1W!l7eRATMw/011E G-aaN7tF WKIER A 11Wf k.. PE 17 •fir WY err rq +'•' wbraG W: wI11i > M ,B NE D CLOSURES DETAILS FOR INSTAL T4, T19N IN POURED CONCRETE. CONCRETE BLOCK QR MOOD Sji�UGTURES- VALID FOR REGULAR, LIFE SFEIY A E-Z HANG STORM PANEL Cf SYSTEMS A'- VALES p I (�} r.4• WOOD FRAME 2' a 3' . C93` 3103 k-U OP \ S' mwy V(to rxoLmm 60611Ta aim ow A.IAL ' \J j: Atp;( w1iYf I�a** . t 3/4' Ij,h. 1 1i/2 N lAFWN N ,x O,t. Itf ,I �Ort pp x-a4' }pp$ FAAYE -. FOLpEp W�q�F[, " 1 i if4Y y r 1/r 1AP0001 ] I x t 2 REOA ID CONCBEit KOOK OF _ 1 P L.. _..._••`�A}?3, ANC.OR N 12' , t, f �-.. 7 "• wow FRAME �' `v44. DR� , ,QED 1 NMLA AAAT y4,. Y r 1 .' at r ON 1. 4 d S/ { +1' f t FV/ R AMMi d 'TAACOH ANON .•• W. � y.tFArutE NEC LDEAIDN e 1 2 0.% - 12' 4 C �Cf. �' VARIES 2' . 5• r .Oaa` Cow_ f,) :s 5 NAR ET< L as MD. $ ALUM. ANGLE OR ;# s: r.ra-rs N ADD* 3105-4134 SHEET POIX+ED WICRETE. CONCRETE 2• X 4• X , j. { `\ , 1.-.. fWt+ MET& 4LW. ow MATE -. BLOM 01 2""- WOOD FRAME -. -125' ;-,, ,. 31D4-N94 OR t-1 I i ,. _..__v wo,wo eae3-16 00 } 2 y/T. '.,f,- 2' - _ . i ean. X ( '!4` CON,. AUAL ANWE f Ays. \ / MP,. GAP \-- Ifa• F BOLt 4' . 4". .072' ALLOY • tr0C. 3 -1 I4 ON 6w3-1a Gent A- ANGLE w A /JACKAL N CASE A PLANT S B (PLANT CASE C PLANS CASE Q(PLAN) SCALE 1/4•-i• SCALE 1J4"-,' SCALE 1/4'.1' SCALE T/a'-t' .. - 9.._. % 1 SCUD -SET OR CALK--M p 0R u I AREUUHE �_ 1 - r PAUELE O ( P01AE0 TRM A. CaPCREIE._ [ , .. � � '; EDIS5 p E" - { 9" ON 2'. NE WDIX TDn OF OM NI ANEDULL PLUS SEE f OR PO{RWD f9Nt 1.SX RETC 1 p (E� Ar t��(�] OR 2'A4` ROOD AS A L DPONRrC 5CNFMRE al sa[E,S 0, - p2( _ 2•a4 O PIAMEE �. - 5• N !Ld1 V ^ `J FRMi RFDUFEb 45 APFUGtel,i w t I,) OPEN,N6 R,DIHI CONCRETE. CONCRETE aOJN[b i 1'.) f .. ,.'-J ..,. \ aLOcx d7 314' NWD MARINE 1'' . " -. .K >s^ 13,­ RLWNED 1 T VANES 1 J 1 '� �® \� f 1 ,', // 1) FwuTA PARALLU m 5• Ma k 1�_twcN l— / �— wtE (WOW Cur DO PROW x . 8.0. DISTANCE — -4-7-;7--- 1 (rw ) I N m / J f - \\- � ' , % :'N�'..I . ti� a :iyt4F��'4V SASE G iPLAN) .�= ,, •, % SCALE ,/4`. i' °N-M`I•MRr" `'Y--�+' � / \ 1 Laa a �••t,�CENS'•'. ✓, L1, VALID FOR DIRECT MOW INSTALLATION ONLY & `,_� F ''.,: +.# CERT FlEO PANEL INSTV1 Et 0TN AT wuLS WJ - ND. 44f 6] 4 SURFACE LEVEL VARIATIONS WITHIN 31V ® * ,I * ; • =x FLORIDA BUILDING CODE Non Nigh Vol[I NO1T1eom Tone % - F O NO Itilm ND 24 GAGE GALVANIZED STEEL STORM( PANEL FA CASE E (PLANT CASE F (PLAN) 't SCALE 1/4'-I" SCALE 1/4*-I' 'SII, ` 10'" ., -�, OMAN, W. .. 2' �AW r/' - a / MIL E C O FIE,. GLOBAL PROTECTM PRODUCTS, LLC. °T DA N1'AANNie A Rule SM. 6, Sl1EEY f2"i 24-175 a, — 0RMP0 ,u ,OM Aw PHONE (Re4Nme TSNw. I""�IN4XeEP-anr w4.-MM4.R MRWNANe: OMDo,R 4N+r MAST. ,M4Mr r PE STALftRarAwM/DATE WAttp A MN Ar.. PE sa „-HA IKET a or I. 5 MAXIMUM A.S.D. DESIGN PH SURE RATING (2,91) AND CORRESPONDING MAXIMUM ANCHOR SPAC,(I_N•ti SCHEDULE EQR REGULAR STORM PANEL INSTALL! IONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL(DINSTALIATIONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS.6 & 7) MAX. A.S.O. PRESSURE RATING (PA I.) MAXIMUM ANICHORS SPACING MR ED. + AS SHOWN ON SWEETS a 0 7 APP ALTERNATIVES + (75A@NAT" Or THEM MAMMA PANEL LENGTHMY (x.) TAPCON �. 5CXtEMf PANCLMATE FEMALE O PANELMATE PADS WOOD 13• Is, Ir is' ,3* t w (TOP) Ir Ir Ir W 6 1 2 6/ 2• / 1` 6 2 / n13* a 1 a x 1 tTOP) B _ _ e 4'_ a, / a 1 xlz / 6 4 / flOTT.• t ) LESS 6 a B' OOP) .. e _ fl• .Pw BORON ( ) _ +45, tXR MESS _ _ _ v . 1 � 3 13 � lr` _ Ti 3 __ 13` 3 T3 (3 ) i3' (BOTTOM) 1Y t3 13' 1S 6 1/2- f w (TOP) _ _ 13" _._-__ _13"^ lr _ _ a' row) t,M (BOTTOM) 6 1;'2 6 I/r _ 6 1/2' _13•� a 1/2'� 6 1/2- "8 (TOP) - _ $ 1/A' -�,2 1/2' t/4. mWR..) P5._O. TO 4 1. /2� 4" t _ A r / 6 t 2' / 00P ) ts•_+• t ' 4 2 'r 4 1 2•_ / r 7` .� - 3W (97noQ 0 t n / 2 2 :ilk _ ___. A- N OP ,3` ,Y _ t7•__- ,---IT- tr 8 4W (B6TfoA) SEE TABLE #1 FOR MAX. AS.D_ DESIGN LOADS & MAX. PANELLEWGTtiS WI#N SPACER IS ' USED. CORRESPONDING ONLY TO ALTERNATE 21Y ON SHEET 8 MAX. A.S.D, DESIGN WPRESSU E N.) MAXIMUM ANCHORS SPACING FOR E.D. a AS SHOWN ON SHEETS 6 & 7 AP%' tF T, 6: T ' OF HEM MAIWW PANG. IELENGTHRATI (tf,) fApC4N LAG SCREW' PANELENTF FEMALE to PANELMATE PLUS W1>W BUS14M Ir 13• Is" 13" 13* IN RIM) 13` 13, __.`-,Y 13. 1N(60FT 3 6 n 8, • / 1 6 1 1 2 6 1 ' n --- 6 1 2' / --i (TOP) R r n _ _ 1 r ] - T yr 6• 6 , ♦ fl 6' _ i 3 i2 1 r _ / a _ e t J 6 1 / 4 _- _ _ IS' (WIT-1) ( ) 5'-0- OR LESS () (NOTION) 1� s __ (TOP) _4 TO +7S -75 __ - 13 - Ts" Ir ___ J _ *_ 4W suffam. ) 3 w 13`_ 13' _ 13" . - - —_lY ' _ 6 t 4' / tW (B0T104) _ 6 If2'- 6,/21 8 1/2' 6 1/2' 6 1/2• (100) ` -___i t/4_ - '-12 1/2' S 1/1' _- 2w (am..) >57-O' 4 tJ2* 5• 7 1/2•�k_ • (TOP) 7• v* 51 5 2BOT N` 0M )1 __t J1s- S2_ N f)P Is- 1r io' 4W 07TIOM).. T 1ANEL LENGTHS WHEN SPACER 15 • SEE ABLE FOR MAX.awl(. A.S.D.AS.O. DESIGN Lam & MAXAMX USED, CORRESPONDING ONLY TO ALTERNATE 2W! ON SHEET 6 IMLEl1 a A.S.D. DESALT WAD PANEL LENIM 40 PSF OR LESS W-6" > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO 60 PSF 5'-10` A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE AMALE tD OR PANEL MATE PLUS ANCHORS & W/ ,- (iGflR'+tQ 1/2' O.C. INSTAL ATiON QUAM INTO POURED CONCRETE t/ri TA➢CON EpSRNG POURED FOR UFE 5AFETY PANEL (� OR CONCR�jE BLOCK STRUCTURES ,/4•A ,APCDN _-�X15nNG POURED AVCIHMI 6 9' oIc - OR ANCHOR It 9 OC I CONCRETE OR 04 " CONCRETE OLD" - REQUIRED >< fir;: - CONCRETE BLOCK - REQUIRED. 3 7 11 I _`02- -- y2• H 1/4. ' ' MAX, ,-N I. LD• 1 ter' i ;. ,", i I , q) 1 I =I - /4'4-m,t• ]Y H016N - HA " i DS Nd RR. I I ,Solt aI, ,'� -. 1 t' MIu. -_.._..._.. IE RANF i ACTH (SEEELEVATION wH.1 T I2j OR SHEET 12) .VI I TO GRASS I1 1 '- --i' 1 1 .- 1 i LJ3 L0+ S 77RtilMNG 10WE' I 6 _ Sa CONCRETE OR I .. 1-4 CONCRETE BLOCK 'Y REQIIRED "; I N RAF - 1 i I r ' .' ��TQRREI�,'�_i��* 4/Y4 PANF3k41E 1, .�-. li�'4Li YR.Y LS ANCHOR 0 12 1/r C.C. SEE SHIM 15 A 16 FOR ANCHORS TYPE a SPAGING W4 INSiN IXTORS MID MOOD "HATE WM17wW6. MINIMUM HONOR $AICa" MO "AhN EDGE DISTANCE. ART Ra"= ON THIS SCHMIAL MR ED LESS IN* LOCATED ON '-CREOLE AID= ANCHOR 9PACRD MY MULTMLYMO SPACING SNORE ON SO4DULE TRY THE EWLOWING FACTORS. FOR TINS OPERATOR To BE possem REDUCED SPACING MTARED USED FACTOR POLL NOT BE LESS THAN MNNANM SANX:AD MOKATED FOR EATR ANCHOR ,X4 ON THE SCIRDAL 1/4�. 1/04 AIC = SIK _ upow . ,wl@LME MMRM ARDOR WNW $A) 3 J eIRARR+NeI LfNRIRM W) 3 3 3. —3 n wTAN-MAN eenwR,M BL1M h3 AMW O M O MM OM FACER 'Ir 0 M - - - _ 2 Ir•.__ aA+ -_-_ --- __ _ -_- ow D ,__ .._.. - _._ 3t _ 1 7j2• 1j6. MAX _ -__ _._ �� ) 1 E.D / M T , 9 i* Ain. 9•-SEPARATION i ff4V-PD.1` R f 31 i 9 I i R 'y I •L• MAX I t' i i 8• (SEE PAWL 9 I _( I ON SWEET it) R 1 tT i u... " -__ ,----A 1 1 I v- 1 6' Ex P IO,.. E I 1 N - _�) REW.RRFD. CONCRETE O'OCNf I . _ _ I 1/4-0 PANELMATE. s3 C "E i 3E e, p_. e_L.___ �-�- •EM• ANCHOR (BEYOND) 0 LIFE. SAFEI7 PANEL MOUNTINGS �7 SCALE 1' (VALID ONLY FOR PANEL(Z)INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) MAX, A.S.D. DESIGN PRESSURE (p.1 MAXIMUM ANCHORS SPACING FOR MR E.O. PER SCHEDULE BELOW 4PPUCAB{EIII .� Q INinMIIY PANEL LE.0 (7 NA%. RSA. IMSUDESIGR PRESSURE RATING lP MAfOLAII ANCHORS SPACING. FOR MN E.D.i. PER SCHEDULE BELOW PueAaLE To SevIam t MAOMtM PAGT LENGTH (e.) TAPCOii SOUO-_$T P DA., to M PANELIOTE PLUS YNMC-NALIN — GLK-W TAPLONN SOflJ-SIT PVDIALL Fi11ML 0 O P PLUS lE 2AMMAC _ NARMN CNN-W m alm DOMitE m aamnE m COMBINATION m * m m m m NA^a" OF o THEN 46 LEES tr U' ,r 13' iS' T3• ,3` lY T3` 7Y ;3' ,(TOP) 5'-r oR lESs +45�-aS +06. -55 Y� +- 3 U' 73' t J 1 ] tY 13" t Y f3' 9Y i, 2 / I fTDP S-6' Ii55 ,Y 13' 13• Ir 13• 1S' 13' t.3• 13' ,3' 13• t (BOTTOM) tY 13• 13• tr 13• ,Y tJ" Ir LT• Is- 11 fI , (BOTTOM) Y 3 ',. rIL3' 3 * , - 3 , - 3 , Y u' tY t3* - TY fr 2 (,OPT ,Y 13' 1 J _13• ,3' f r 1 r 13" }3' 9Y f3' 1 3` 11 n Y tIOP) - , • , • ,r ,r 1r 7Y�71/2. n ' 2 BOSTOFi ( I • a 1 r , 3 ' I 1 s tY t ' 3 tY 1 • a 13' _ 13' i3• T TD_ tr t3 3 13' , ' ! 73` r " S t " 3 t ' S t• J3 3 (TOP)t3• 13' 11• 1' 3 13' /' 3 f ] 13' /* 3 1 s' 1 3 „t/ 2 3 o't O ) 1 t 2 JX 8 1 / t 6 a 1 12 1 2 '1 / t Y2 / - - 8 , +'1 // a'3 BOTTOM ( ) - 2 i *i2 n i n a t 4• f 6 1 i" / 2 ' 2 - v 6 1 4' / t 4'4' 6 / J(BOTTOM) $ _..._ r ''.__ B• -_._._ 13' fl` �_._ 6. _._. _ U' 8_ _ ._ - _ __ ,' 3 a• - B. _ __ , r _ ••r __. _ «- r a:' k• �. 6'� .— 6.'-`j�-� 8' ' �8' $• _ 4 (TOP) (B,nOM1 8' �a ln' 8� 8' -- $• - $ tn'. 6` 7 /r 6` a` $' S" LAPS _ $' � .._ a• _ $• __ 8• _- ...T. B. 4. (BOTTOM) _ 7S' { V i' _Tiw_ 3 -_ t 3� 13' IY — _j , 3 1! _. '3' .____ A• _- _ t3 _ iiDP S - 7 a (9m1610 6 (TOP) e_.__ 6 (BUT,.«. t ' 13' _-_ ts' Is- , ' S _ IY t ' 3 _._..._ t' S �__, -_ Y � -'_ tS" 13 T3• 13• - _ it _ t3' . ,S" ____ 13" _._..... 1 1 2 1 I1 1/ 5 (t 7 5 (BOTTOM) 73 ,3' -_ - 13' 13' -- _ tY tY _ 81f4' 13' ,Y +3` 13• ,_ t3" Is- 'Ti- Is- Ir ,3• ,r 11 __ $ 1fa' --I--- _ 1rf3' 6 1/4'. 6 ,/4• t3- —,_t - _3 t]" -._. - ..___ -- - iY _�._-__ - iJ' -�_ $ ,f•' i3" _ 6 t/r Ti;- ,Y 13' 13• t3• IS' t3' 13' 13' tY ,1 in a (TOP) 6 (BDTi^) - - 6 I/4'e t/4" __ B i/4' _. 6 114• __._. - - - - 6 1f4' $ t/4' Ir 13" -I i3;_ _ 5• r 5. Ir IY Ir 10 1/2 tY 10 I/2" tr IS', is, — r 9 I/2 r -is, 13 1]' 1 7• 9 112 7' 7 1/2 10 1/2 7 I/2 5 1n 7 1J2 5 If2 Ir ". 13� 4 tn"OR r_ 4 If2' 1 I (BOTTOM) Y mv) ?5,�, 14-4" 13• 6• IY 13, 13' 8 1/2' 13" 8 1/2' 9 I/2• a I/2 is* 5 Ile I (TOP) ?5,-r 10 9•-6- IY 7 1/r is, is, Is' to' ,r to* it* I a' is" 6 1/2* 1 (BOTTOM) is* fr IY a /2 ,3' $ /2 9 f1 $ f2' 13' n (TOP) - r t3• Is- Is' 9 IJ2 t3" 1 9 to i0 1/2. 7 ,JY ,Y 6 1/2* 2 (BOTTOM) ,3- ,}_�._ 7 1Jr is* .,.13_ _3 --1r ,3• ,o ,Y ,D` _t_; •__ ._ s• �� ,Y a Vx' I (BO'iSOM) 14' T -13' is, Ir 9 1/2 13' ' 9 112 7O 1/21 7 ,/2 1r 6 ,n' 3 (TOP) IY 7 1/Y 13' 13' is. t0• 1Y 10' 11' 8' 1S' 6 I12• s (TOP) _ t 1/2-12 1. 9 Ile a t • 12 t 2. 8 i •' 6 t 4. 6 14' 3 (BOTTOM) 12 ,/ ' 6 1/+` a ,/4" 12 1/r,x If2 - _ _ $ Hj4•.6 ,!+' 3 (BOTTOM) r _3` - 6' e•... *- T/r - r - a•.. 3 1/2- - 6_ .....r 4' 4 1/2• 5 t/r 3' - 6 in• 7 1/2' 3• (TOP) 4 (BOTTOM) i I:r 6' 3' a' 8' 6_ - 7' r 4•. - 6` 8' _ 4'. 4 t/2_"�3 5 !n• 1JY - 8 tf2_' 7 t/r 3_ - 4 (TOP) 4 (Borrom) 8' _ _ ._7• is- tY is- , 9 1/2" tY 4 ,n' 0 ,/2` 7 1/2' 13" __• a' 6 (TOP) 13` a IJ2' %a* ,S' ,]' 10' ,Y _- t0• n' ( 8- tJ'_ 8 f/r 5 (TOP) i ' J 7' Is- is- 13• 9 I n , 9 tf2' 0 t/Y T t/r 11" 6 in' 5 (BOTTOM) 13, a 1/r 13, 12F Is' to' 73- 10' it' a' 13' 6 1/2' 5 (BOTTOM) t "� S _ S'` it 1 ' 9D 2 / 1 r Y 1. 3 F , T 2 ! - _ S , 2' / 1 Y a n $ (TOP) -- fY a' t3" 1!' 13" , n rY t / I / t / 43' / OOP) 1 - _ 5 t/4- 6 I/r 5 t/4• . 8 //4° �-- - - - 6 1/4` 6 1/4• 6 (BUTT'") - - 6 t/r 6 1/A' 6 ,/4' 6 1/+* - - - — 6 1/4'1$ Ifs" 6 (MOTT.- 59 SIRES 11 FDR A TM a SPAGING FOR R6rAUATIOa Arm RDOO nM4E 61NADNM • ."MWI ANCHOR SPADMOS AND wNWLIM EDGE DISTANCE ARE INDCAMED OH TORS SaMEDIRL FOR ED IESS IWW 40"Im ON SClEOAE REDUCE ANCHOR SPACING BY MULM"d; SPAC" S*OAN ON 3WEORt N THE VOl1DINNO FACTOR$. GDR TITS OPOIATHW TD K POSSIBLE, WACED SPACED OWUMNEp MOO FACICA SMALL NOT BE 'LESS I" MM WM SPACND POUTED FOR EACH 44CNDR TYPE. ON HAS SCHEDULE If4. Tf4' 1/4'R ,/e. 1/41 I/rR ANCHOR RPE WKON fH6D-aR vAwAdiditir-w_INAPT CAAMN MINIMUM, ANCHOR SPACING (w) 3 a 1 s I 3 2 In" 1 in eWNuwwH9s6 . pU 3 3 ,/r r 3 a ,/r X 1M3TANf91ED.1 Iqm 3 3 In' I 3 I/Y• $ In 3 1J ACnw WK 9II100 DE - FACTOR __ I In' - a - - _— _ - -.__, r ,/r ae, aw - DJa -_. . _. r _..� IUD 0.M ,AP I.R3 -- . J , - - I.w ,DD - ,.aR IRO ONLY YAW WHEN SPACER tS USED. SEE 7j .E 11 FOR MAX. AS.D. rSPACINGS D€SIGN LOADS & MAX. PANEL WHEN SPACER �1j IS USED. -• a ASA DMIN 1LOAD 44 PSF OR LESS W-6• > 40 PSF TO 50 PSF V-2- > 50 PSF TO 60 PSF 5'-10, A MAX. PMtEL LENGTHS ARE DNA VAUD FOR INSTALLATIONS WJ SOLID SET ANCHORS & W/SPACER AT 12 1/2. O.C. - - __ -_._._ __ _----....._-ANCHORS (SEE SECONS & ALTERNATIVES ON SHEETS 13, 14, 15 416) _._._. _._._--_._. 3' R-IA/13, R-2A/13, R-SA/14, R-1B/13, R-28/13, R-38/14, D.M., J, L-R"-' * R-TAW/15, R-2AW/15, R-UMI/16. R-1901/15, R-260V/15, R-38101/19. --- - - -_--- - __ _. - - - _1._____.­ _­__1._­___..___.____ -- - 6 1 O O O O O b - - 1 -? - T -- - ; - r I i p I; I ' � j I iu i I I I A T� I ,' i j I l � 1 I i I I 1 I I �17 � i I Y MAX. I MIN. F _ ___ -1 L/2 i . a . a 2Dx, S.S.Ss. 13015 t Z__ (USE MR PANEL LENGTH _,\, - 1 MAX. �.. OVER V-S-) 1 : � PANEL 7.fNG1N REGULAR STORM PANEL REGULAR STORM PANEL a' -a* 0 +40.0• -40A pAl. (w/WHe" MID PANEL Uxm BOLT) if I + PAN T-$• 0 SDA. -54.0 .•,T LIEF SAFEt'YtNA Fy ; P I _ WOi[AP M!0 PANEL IDiGM BOL MIO >) A 11 A USE r $ MW. PANEL LEl1O1M 4- I- - ___ - - - [ I - :"�� I / -.. :- - - - AT ALL MWRMC$ 5.5. 90115 w i - AT EA. OVERLAP I I t 1 j. - , - - - - . - ,- ----..[- - - -1. - - ­_­ - . - - . __ - -- -- - ._,_ -_ -- I- _ ___.. _._. _. _. _ - __ - ---__ I 2'f NOTC6fE5 AT STUD L TtON 0 TIME SAM ( PANEL BOTTOM CORNERS pp O 4 TAT^ I D.M„Q. —_ _..____... A Or �A wTt'NG /RNA AT WING NUT AT 3. MA7 LEFT PANEL -. ....RIGHT PANEL J' 4A , t WSTNLATIONS ONLY VALID FOR WIND I* ON, R-1A/13. R-2A/13• R-SA/14. R-19/13. R-29/13• R-3B/14, I' wft. SPEED UP TO 170 m.p.n. R-IAW/15• R-2AW/15, R-3AW/16. R-18W/15, R-26W/15, R-38W/16. - __ __ -... ... ...._ _ANCHORS (SEE SECTIONS t ALTERNATIVES ON SHEETS 13, 34. 15 BID)- -_. . _ _ -.- _, .- _.... . _ . _ .- 1/4• MAX. CAP LIFE SAFETY STORM PANEL � ) ELEVATION (t) SCALE 1/4--l- 10 REGULAR2.aB7REGULAR , 1 STORM PA/£I, LIMN %%Lw -1 WOLF VALLEY) STORM PANEL NNAYI GAP`Y .x rc .,� �\�ca= .5. -- ° -- ° -- - - =" J -_ �.. , 4, R'"/� , i•!te IF1 -- - = - o - _ -- _•. i r--=_ --------- -- 4_c''� _` - - - LIFE PANEL 3, ; * . >I. FLORIDA BUILDING CODE Nan High V#Aoclfy NurFlcana c' F! `01A°D ,Rc 24 GAGE CALV/NtZED STEEL STORM PANEL EffiERIlZR , sN. s.•oRIDr G*r Q` wR SECTI01� A A •`1 N G -' C O E9Ec. GLOBAL PROTECTION PRODUCTS, LLC. 07/z �., ; 46GD sw. 6t STREET SCALE 1/4--1' :'/1 �'"" MH.w. o R4, m .-�I wnw N m: Prae. .,t. 1»1. 24 neH A. -+at PtA31E^ (9e4MwALMA FAT: 064XIR-e»J INST,ALjATION DETAILS FOR UFE SAFETY PANEL �1 i INTQ WOOD STRUCTURES - - -~ { tIbQD HEADER I' HEADER ,I �a a NFJOEW ' NFAOCN - 4 _, ,1�000 V WIWEO I _ REQUIRED . _ _REOWREr REWIRED 1.. APCON f // APCWN 14•a T " 4*a TAPCW/ t 4"a TAPCOH 1/4"e T i -ANCHOR -I iTMCHOA �- ANCt,OR TMHC ANCHOR 0 9' Q.C. 1 0 w O.C. OR 0 r D o 0 0' O.C. f I I I i i �y � .' ,, i I . -'I) SJ � 2 q) J2• It'" ... '. ` . -7/2" 'IMAM• 1 i i tn. - IRfM4Y__ I- ,/2` IINM%, ' �N I II Ijsmogs k-.., _ - ) j.R � _N 1 -' MV, {..... 1 Mi. 1 ',. MM M I t0a � ,,.. ) :; I :.; i `,.�. ` .i - �� 1 F_ I _ 1 R 1 f i# 1rJ ! �E j, I y.. ' r 3.8 RM34 wtE�y! I i 4'•-$.1' e ' , :3. ears w , ,M I gy1Jr1-NN,• R _ 11, 'f-:-( LIRA VrtIaIP R / A_ l'... :' :.i 1fA GLASS ♦ I iaA..SU96Lis. w EXIStNHI I • 1 _. 1 A a rs w E7IbT1RR; R Y !' I n. - {� . r . u3 0 0, 7 �5..-.'N 1 p. .:. : V .*'" j 17 M.-X-,, R 1 WmR+ OXw r-41'Y : N t 1 6 3 6- r H fi ; , _ t7 _ B C.,. 1 P v N 1 1' MAX. D. _ _._. _ __ l 1 } PANEL ..t PANEL LEA, �' - _ 't ON SHEER' t2) Y' NPR. A- ___ 14 ..-:- ' L PEEL EVATIIN IF LENG7'N i _,_ _._� I -. __ - 1 - {{ B' (SEE ELEVATION u q_. 1 I 'L• MLR. - H (SEE ELEVATION U I _.+ ? LENGTH A 1 ii _.. _ ( -.L__ SEE ELEVATION K ! (SEE ELEVATKMR __ _. _-I ON SHEET ,3 I i( 6 T J 01 ) 9 I ON SHEET 12) N 1 r 9 1 -. ON SHEET 12) e I E H R - 4 1' Kn \.:✓ x 4 :v. $ Ate,_. _ A_. 1 11 1' v r^t w - __ AA - __ r- - D-_-"-SEPARATiLNt--_. - vi` -`' I I 0 t "m R i T 7 9 TO GLASS. ,I ( 0 1 3 ®- GkA55. 1 I%2 N _ 70 CAS •�-t 4, r 1 �2 I-�go MASS.�; _.. ('ij a• -V21/r I ♦,1 t/Y: J ,. . N 1 - :i 1 f.,.-.tom N E -I.. EO. , .{ i ae EO i D.O EQ. I .. 1 ED,, _ !} ',. _. i A L� I IEI : __ ..: I • E`0 "__�-a.-._ _ - - _.1 -. _ , -: +` b4•F-maj ENO.. . I ! ., -. 4 _ _, -..... t r Y• "Ysn/}4�P wa t ... 11, I..... TAPGON 2•„N1• NOQp A u I a.a '. i _ i,F4-w L�W✓coN ); a'9 TAPCON _- - " ANCH1pR 19' O.C. ° ANCHOR 0 9. 0C. ANCHOR O 9* oc PLATE • I :. i STAGGERED w/ STUD _i ', STAGGERID w/ STUD • � I+EOUpiEO .:_ _TJ4'a tAPCON 11 4NCHROR 0 9. O-C- I .. W(f0O IWO ._ ._ TE . " `_ .... .: �� _ '.1 _ �., _. RPIJ1EO REQUIRED Iffiffif a �,jEg��jJIVE R-1HW '� ' AW JNA ETYp N L O LIFE SAFE1"Y PANEL Why MOUNTINGS WALL. MOUNTINGS SCALE 3/8-1• v A: TI(1/r SCALE J/a=1• lr GEN .','.9, FLORIDA BUILDING CODE Non Nigh Vefoct Nu can* Zone t. INSTALLATION ARE ONLY vut6 FOR A S.O. DESIGN i 44167 l * R3D2n 1R1Db R c 24 6A( GALVANIZED STEEL STORY PANEL 'P, PRESSURE RATINGS (p.s.() AND PANEL LENGTHS AS 'k . * E /N am/=" PER ELLVATIDN ON SHEET IL $ STATE 0 --> �L E C O HMO• «'ORAL PROTECTION PROQUCT' SR LLC• &M 2. FOR NEW 7MIOD0 FRAME CXaMSTRUCTiDN: WOOD 49DIsw. 61 amEET spy•. a c .w an w. w-'NI, .IRS NIGH. n. A,4R FL 33314 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC $ ©,r•• . DRL� gv�L 2owwMm DENSITY OF 0.55 OR EQUAL. S/ •+w: wD�•,HI Im-ImI "it. ("-)Gw-1 �F`: Do -Aft- T rr; r w: MEMH R. m°°°°'i r 13'.. a.E aP .s Ra� rz IRS r PREr a w ,e y MAXIMUM AsSALI4_QES.IGN ERESSURE B�T.� iN 4R-Lt6}AND CORRESPONDING MAXIMUM ANCHOR SPAGING (VAUD ONLY FOR PANELIWAUATD45 AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MAX. A.S.D. DESIGNAtffJ.lM1E PRESSURE RATINGFEMALE (PA-0 VAMUM ANCHORS SPACING FOR AIM EST. PER SCHEDULE aElOW TO t INT AAXtINRN mwal tE,- `i• (St.) MA%. A.S.O. DESSRU PIR471K E MRHG`L' (PA-0 MAXIMUM .ANCHORS SPACING MR MW E.O. PER SGEALAE on" APPLICABLE m PANEL LLIIGM (n.) TAPCON SOLID -SET O I PAELWTE PLUS L4MC-HALL➢:t TMCOM SOLID-SE(FEMALE to PAfBaM4 PLUS 7MNC-HULAti"s 1i-IN III CIaB9 mocnm oWITO To amomm� 10 m m 1.0 m m >+65 -0 +75 75 IY 11• 1,, ,3' tS' 13' t3' tr 1Y l2° 1 3._a, OR LESS ,AT&-75 tti +179.-ImEo ,J 5' • 1a 1 1 a n ,r ____ 6 t ' n tr b r 2- 1 7 I 12 t s 12 ♦ 1 n , a• -a• OR i� 1Y It- Ir is- lS �Is• TY _ 5Y Ir 12'1-(90110M) 13' $ t/r AY 1Y 13` ➢' 1J" ➢' 10" - 7 1/r r t (ttOTrom) t J 1 t• t 3 13 t3' ! 17 I3 1r 3 / ?(r ar ) , 3 _ t r f0 t / t 3 81 • / 2 t J 612' / 7t 2.5. / ,4 n 1 •2 ,1' 3 IF-Ir 13' I 3 3 _ (TOTT�71 YY_t3• -(- } Y r` n S ' 91 /' • 1T / ' it'2 nIY • ,3' It' 1J' ,Y ,J' �13' i3' 1S 73'M �t#' (T�) 11' S T 1• 3 r* 1 t• J 9: x• / ,• 1 9 2 f 4 t a 2 / 1 7 ? / a• OP! 3 ) (r - -- . - 72 i _ I/2 6 ,/a• - a t/r ,2 ,n'/T t/2 6 t/r - 7` - 5' 6 i/a' 8' $ i/4' 4 1/2• 3 (BOTTOM) 4 (TOP) -Y"'- ? to 2 1n 1 4' B J t 6 /4 X in• Ile a / - -_ 1 4' 9 / 6 1 4• / 3 (BOTmM) -7. __. .r_-._. $ 3• - e $ t/2 5 1/2- ._ __.._ _ Y 6. 3 tf2" __ a• 4' 4 ifr 1' a 1fr 2 1/2' 4 (TOP) 6• _--.__.- 5 a' y a 13 i]' ls• 1 1' a / r - i!` 13* 13' 6 i/ 4- 8' __._ a' - 13 • 13' -}- ,Y a 1/4• 6' I 13 11" ,,• t 6 f+ 6' ._..__. e' 13' 73' �f3"-` _. n' - t3` 1Y 4s^ ..... a' -- 13' ,Y t3' - _ -- t2- # " !2' .__ a' t3" 1 - J 93' 6 +s• . 1 N.... _. - t0' t f0' f0• 8 ,A• / 4 (BOtfO61) 9 (i0P') a (BOTTOM) a (MOP) 6 (BOTTT4) `: ' 4 ,%1' - T s iamiaw) e 13, I ,J` __ 11' 11" - - ,3`,. t 3 - n 3 Y t Y ➢' t Y ' �_-_ 10' J a' ROP ) r ,r 1' 3 13' - __.--_ 9 2' t / 1Y _,_2 1 9 2 / .__ 1, '1 0 n 7 1 n ,_. ,• 3 _. 8" S (BtRTOM) tr 5• t3' i0 If2 f3• a 7/2- i- b ,fr 7 ,/r 1/ 3 __ tr 4 ,/2. � 6-(fd'i _ _ - ai * / 6t4• / ate / 61e 61/4'61�' !. - - ar 4. / 6i •'a / (aDTT--") iT I/2' lY tY 1r 10` IY 10' ,1• a` - ,e to , (MOP) n, TO 8-Q* _j A3• S' t3' 1O I/2 tY a Ili* tr 5 112 7 1/2' 5 I IS' 4 ,n` , ITOP) ]S-8" TO Y-5- _,Y is` _ t3' !7 I/V 13, 13 tr tO I . ,3• 10 in t, If2 a' Ir 7• l (BOTTOM) -Ir a t/2" IY 13• tr 9' 13• - 9' to, 7 T/r f3' S. t (BOTTOM) n 17' _, ,3' i!' 0"' 3 ' 6 t 11 TOP Ir _ r t' J__ /9 n t' 3 I 6 r / t' ] 1 6 r / t' 7 2 f 5 1 n E 3 4 I / 2 72 imPi _ 13+ ? I/2' !r 19• ,3' TO 7J?' t3' ID 1/2'11 ifY a _13� T' ? (BOTfoA) -)3• r S ' t 1 3 i3 Y i / I' 3 9 r / iG 2 / 7 n IJ' 6 2 / X a0R0U ( 7 ln' 13' t!'_ 13' to ,/2 t3• t0 1/Y ti 1/2' a' � IJ' _Y J (TOP) ,3' .-- 7" 7' .-_ i 3' tr '2 1/2`t2 e' Is- If? S In' 13• 6 7f4' Y S_11r E if4• 3 1/2' 13' 2 t,We 8• 9 ,/1. 9 114• 4• 10 ,/2' - 4 t-/2----IF 7 I/r -` il• 6 ,/r 6 1/2-1 a' a 1/4. t1r 3 (TOP) 3 (BOTTOM) 4 (TOP) _t3 - - 2 1/2 12 1/2' 6 1/4' 6 tf4. 12 1/2• 11/4• - 6 1/r 6 ,/4. 3 (BOTTOM) J2' 3tn' 6' r 7 t/2' 4` 6' ♦ 1/Ya' 3 In'. 7' 3' 4 (TOP) " I. a' -- 6" - a' - 6• - - 4 (BOTTOM) 1__!'._­__!_!/r_ 13'` 6 1fI" W' - t]• ^.a• t3' - 9' Ir ,J' - 9' 5 1/2- tD' - 7 ,n' i is- 6, + tBOITOM) S (TOP) 13_ ) 1/2' 13__ 13' 13• Tu In Ir ,0 1/2 ti ,/r- 6' _a'__ 13' r 3 (tOP) [�., 1 3 ` Ss' 7 t 2 7 ,/2' 73 1J• +!' T3" 1 3 t3" t 0 1 2 / 19 In t? 7 Is- 10 1 / 1 D !2 11 • I 2 , 1 / a• -"� a' 1' 3 _ � _�1 t3 1 __ 7" 7' 5 BOTIW () 6� (TOP) 7' 3 l' t J i' S 1 9 1 • n 1S 9 1 ' / 2 t0 17 n 1 2• / 13' 6" 5 BOTTOM t ) _ .t3" __ _ - t' J _3 t-6 _ Y t / 2 tS" a1R 1 _ 7 1- n 37 Y• / 13' a , ' 1 # _ (T0P7� - - 6 1/4-14 1/•' 6 1/4' 6 1/4• - - - - a t/r 6 I/4' 6 (B01'17') _ _ - -i a 1J4' E i/i' fi 1fi' 6 If4' - - - - a t/1' GETS• SEE SHEET II MO QKCR R$ TYPE A SPACING MR 41S ALUX015 ROD WOOD FIM E BLaCNO.S • MNNRM MOM W40M.Y AND MINIMUM EDGE OAe ANCE ARE Ad)K ATLL ON INS 9o1COYLE MR LD Nis$ TWA INDICATED ON 504IN .E REDUCE ANCHOR SPACING BY LRLDKYWO 1040140 PORN ON BE POGME. REDUCED VAC SCHEDULE In ?HE FOUORMO r+CTORS. FOR It" OPERAHON TO MO OWUSING FACTOR SHALL NOT K LESS IR A N MINIMUM Fo1 FAST ANCOR TYPE ,ARNEO ON IRS SCHEDULE II 1 rP f i s , 4•w , 4 • 1/rw A� TTPE - - WOR, sna.atl ?NBC -MOM -_ - OAX-N MMRAA, ANCHOR SPACNNG IV,) 3 3 3 3 I'Ir 2 ,n .09LWMEOBF GE4) J" r 1 3 Wr' DMTANU"J IDOL S 3 1/1' Y tn• a 111 I In' NL IL ACRK E ORICt a) FACTOR _ I Vr CA, _ _ - - - _ _. _ .0.Ep - : ,J=•-- CAI _ AM) __ _._.. _ .-. __...- .. ,. ats D" 16a Ik4A 3 t .. _ -- - Im ,.1I - m I,De SPACINGS ONLY VAUD WHEN SPACER IS USED. SEE Ty19LE. 1 FOR MAX. A.SA. I" t)ESiON LOADS a MIX. PANEL WHEN SPACER �q i5 USED. 1 J4.6 i4PCON - EXISiaM, POURED -4+GREIE ANCHMR i Y OC GR fr R FE B�I,DCK �" 1 ..... 1 I!Y .. _ _ E.D • i 11 1 I �11___ � - I 1 i 11 1 1 0 i It 7 It It l 1! 1 It r 1 11 L I I R 1 1� 8' T 1' Min. It--SEPARATION'-� 1 N To GLASS I l I 1/4.0 TAR ANCHOR 0 u= ,51 a AS.D. DESIGN LOAD MIUM MPS' 40 PSF OR LESS w-6` > 40 PSF TO S0 PSF. 5'-2' > 50 PSF TO 60 PSF - 5'-10" A MAX. PANEL LENGTHS ARE ONILY VALID FOR INSTALLATIONS W/ SOUD SET ANCHORS & WJ SPACER AT 12 1/2- O.C. 4LSTALLATION INTO QUAILS POUREQ CONCREJE FOR LIFE SAFETY OR CONCRETE BLOCK PANEL') STRUCTURES EE1X(1155TTt,NG POURED 114-0 TAPCOR POURED O C ETE OR ... ANCHOR 0 B D C _RUSTING CONCam OR "' CONCRETE BLOCK REQUIRED. � C01Y'REIE BLOCK REWEO Ig. r^ � f. i 2 4) {Df: p ,• Ain 71O 1/4'rih,• XISmy{.-,6D TO CLAW4s ewn w lw I 'D� o roHIMw a7 p 9 1 1Mm. A d • PAN iFNCM a - P (SEE ELEVATION E A E ON SMET 12) 9 0 ( L/2 r 1 1 Cf EO I 1 1 - r d s 1 (¢ 1 .i I Ira 1 - -04 :1/1'0 14P 7 O.0 ANCHOR O ➢' O.C. EXISTWO POURED CONCRE)F. IM _ CONCRETE OLD" RECXRREO: O FamuLs WAL�MNGS 1 %L WAX. 6 PANEL LENGTH - SEE EiN NE£t t ON 5 2 ) f:�f. r -- , l I 1 I i f •-1 4 -„_1/4'M TAPCON4) ANCHOR O 9' O.C. EXISTING POURED CONCRETE OR -L` NCCRRETE BLOCK RECU!RED- O AL"F+. PANEL SEE SHEETS 15 I t6 MR AX3ORS MINOR TAPE t/A e - TYPE k SPACING FOR INITTNLAPONS M0 9000N, ROM FRAME BIAlDNB4. MINIMUMSMUM ANCHOR L"Co noD I,MIRARoom RNMRip."Rip."Svc" 0R) 3 •tRM1RwMN ' • tM3 3 EDGE o "'N" ARE PROCr17FD ON iHa SCHEDULE. PER REDUCE AN HOMY PACING O ON SCHEDULE PNIICE ANCHOR 9N113ND ORSCHEDULE eDAAOHE6t o MM WAr (M) 3 AOBM$• OK w $W Im R01"00 T' NLATIKYNNG StA1C04 SHOWN ON SCHEDULE BY THE POU00040 FACTORS I In' OMREDUCED FOR THIS OPERATOR TO K POSSIBLE. SPACING OBTAINED USING FACTOR SNALL NOT K LESS TWA - _ 2 7n• __ _. 04, _. _-__ MR*"SPACRO INpa`ATiD FOR EACH ANCHOR TYPE ON THIS SCWALAL 1• - . _.. _. __._._ a" .. _.__ 3 ". 1/4.0 TAPCON _- .FpSNNO POIWED ANCHOR b 9' O.0 C ONCORETE OR r 1CONCRETE SIM Ir REQUIRED, {. I 11 OJT 1 v- %,f'' Eux • ,. 1 Ea• rx'. i' r L y ) I (1 B 1 1 I w- ISEPAR D �ASM1G1II" v - .. 1NRw a K I a I 1D6eaV)' 9 1 i L• AIAK.. $ B v i I PANEL LENGTH O e 1 ,..___ .. _.... /' - r ( SEE ELEVATIO4 u ,' W. I SEPARATION I 1 7 ON SHEET 12 R a TO CLASS. I R K_ a (D 11 �? ,5 i i �_', UI fi : { I 3 J 1 F0w -s'. 1 E00 f' I i %: ' ._-..__--- _-.. I 1 r ,,, 1 r;, � 1 ;m!!- r" t/sY-1O�I• ES BOO/$ w 1� t AFA P I I I A I F 1• MAX. 6 PAN EL LENGTH ' 1 SEE ELEVATION r ON SHEET 1 2 _1 = 1 _j - -.i_1 - 1 1 I 1 e 1 1 f x I L E0 I . f, �.._�. _ _xp-3/I _. -. [ EO r, - '9(S. INEIo -2 M3. I I I. ED I r. i .-. I.-_ I �� --i/k NErp Ms 1 "I'l 41,2E ➢A :c 1 . t/4•• two" � lkllt5 ,/ atA, PO 1 1/4-0 TARCDK AN04DR 0 9. O.0 AN04OR 0 9' O.C. EXISTING POURED CONCRETE OR _.'CONCRETE BLOCII lRWUWED. O ULAR PANELS O Li"'�11 EXISTING POURED CONCRETE OR .�2@ONCRETE BLOCK REWIRED. NE1 WALL MQ=NGS Ir,n+AuN._ SCALE 3/8-1* INTO WOOD STRUCTURES --- - - 1 i -- ,.-V HEAR - -" -�OURCD ;I I_/4'6 TAPCCN ,,'t .. 1f4"0 TAPC#1N T' ANCHOR 0 8' O.C. HOR 0 9. O.C. 1 I , I.T _ li _ .. R L ; 40 tn• )1/4" `. .. tn• I7J4' • '. N.. .... Il`- .--- _ _._ I 2. R N 2 R L WD `. I Mtn. , 1 I I I h J i q ) 0 1 f 0 j+ Y i 1/�m'1 1 ➢ T1s� M�AF�C T- EX1ST,(gyp i I//1•.-ter /" M `'-i # tOlOn)P'• - p , I SA, 90.E r {I t11 1 Z.1 tNR P-P1 N t d . p` __-_.-, :.-:-� `-:-- 6• PANEL LENGTH H PANEL LENGTH B 1 (SEE ELEVATION R C t (SEE ELEVATION ON SHEET 14 - _._... ..::- - ON SHEET 12) 6 _.. 1 .. I _- .._ e I I I 0 1 '�--5'DWASTtW4-- 1 j� _ '[E - {I Iv `(._ _ f 1 a ,F 10 eC EC{ - J. - a 1x'n, oc _ 'I __i'I i- I .... - _._ _... _ _L_ .__-A ED I----i..._._- { !D 9 i 2-.4- WOOD ; PLATE fl0� -L TE `T IL PlATE REWIRED .. 1/4'R. PANELMATE PLUS REQUIRED 1/4•0 PANELWTE PLUS __ _ AWJ40R 0 12 1/2• D.C. ANCHOR 0 T2 1/2' O.C. - .. .: _ (I(AURNATIVE R-3AW aLIERtlAilY�B_iny w MGM AR F�111FI SS O llFE SAFETY PANEL. & - -- -WALL MOUNTINGS �...... 1lf1AN y,l PA it 3 .• /1 S'f&F 3t8C •�� . • 44f6T' FLORIDA BUILDING CODE Non N1 h Va(oci Hurricane tom IImES * * 43am wm, Nc 24 GAGE GALVANIZED STEEL STDIRI PANEL "'I ,. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. .'. STATE OF :_W— s-...__, DESIGN PRESSURE RATINGS t.T AND PANEL 'O•• "w/ls w LENGTHS A5 PER ELEYATIOPN(ON �tEEF 12. 13i'r FZOR iL EC O INc. L PROTECT" PRODUCTS LLC. wa: 2. FOR NEW WOOD FRAME C(7NSTRUCTpH: WOOD NA NAL E' { r DRAW. FL 1333144 T ,, I Kw 3M. Ka. wrw Rat. MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC NANtlow"AAA3� e - - PMI P,-I•I t_; s r_,.!_ MCNe. (➢ Imo-T6I, ,Ax, ifto w-R7n 1 20-175 DEWY OF 0.55 OR EQUAL 11 -DRA"a a PF1EAJRCttME/OE wTRoaMUAPt Sr M/Q7 10 or I t^^'+' ^W W CC i� _ C0 a) U (2Q — � O N C � Cu O -0 0- .0) U � Cn � C 0 =3 -0'� CIO (U — Cn N CIO O -6-0 a,}- p CIO > '^ VI L L — O .= 0 Q L 7 to C N ca All- .� t 11 a 4; V_ o C M = O •O m N JAC r C Ca- a. Vl EO O A.. 1n yN En o i 41J Q N Za d 3 -- X 0,d a . t +. - E c O t d 4.+ •CQ 1! O d .O N NO+ 21 tr O im G 7 T .a ca J!_ J CD /�B W AMC U) Cu O LL CL 0_ U AMID AL m MCu W SHEET N0. SH 1.4 EZ1/18, . EZ1W/18 ANCHORS r----------._..-(sEE 5EC'iKiN EZT R 1iDN4,TNE f31W ON SHEET ta)--. --3" MoN--- s' Mtn : r.,t I' Mi.... *(SEE NOTE 2) I ; POP PTL"a AL UN # L� PANEL TO BE INSTALLED AT EACH OPENING S.ALA ALWAYT, 8 v 1!k•J. O O r •O. O. p I. O` 'Qr�-r--a 1 Q ! 10 _ i6" Uu -... .1 PROVIDED W REAR HANC+LE TO FACILITATE INSTALLATION iF iNMNDEJE JJJJ j I 1 j t I I I I "� G 1 I I' "I I L ,yt•� :. '0 BE INSTALLE0 t'i?OM 1NS:QE OF STRUCTIJRf. • I 1 56:k OF 1` (' '_INITION SERt S -2 G STORM PANEL 5:., U ;(ENU PANEL; 1 i (INTERIOR PANEL INTERIOR PANEL ; (III7RIOR PANEL) } � ' I call CONSISTING OF PANEL + Coot TRACKS TOP ar BOTTOM I ) ( ) { (ENO PANEL) 1 1 ' SEE NOTES 2. 3, 4 1 + { i l i i SE, NOTES 2, 3, a V 1 I r7). END PANELS SHALL R RE CONNEC'FE' TO AT TOM TRACK OTHERWISE a STUv EeF. ALWAYS Srv:! L BE PR'."MDEI• AT TOP Car yilG*+. 'I: nANEL LENG111 PANES ! i I' -I (3). If END r`ANFLS ARE CCNNECTEU TO BONOU TR", CONNECTION 'ailALt CONSIST of 1/4`920x3/4" M S W/ T a e. i/32' W'NG •. ` i 1 ` ! I I '} aCLTeO PArtEls WJ I/N-2CFiT- NOT OR 1/4`9x3/4 Wm THUMBSCREW INTO TAPPED ENCT-IOU j I I tF j j I f t j SS JLTS Wf a to OVERLAP TRACK LOCATION OF FASTENERS MAY Of AT EITHER OF TWO (SEE SECTIO-s AS APPuGAa E) EXTERIOR FLAT FLANGES OF END PANEL. I t 5Px OT ',. (4 INPANELSTEr TO BOTTOM .. i. i ). i i -_',- _,- :. I ... .. ..... T. .. - _I .r _. -.. '.: _T.-.. T i l MAX (fo. A SOP IS ONLYNusEDGAh£C7Pj AT LFA5 TWG 1 d I j[ I I i E I (jj 1i L I i ! i§ ! - PANELS SL+Ail HE CIS.4NEG:FL TO BOTTOM TR1IL`k USING SPECS r r-(-"'}-j -f- - -C -�--r-^f-T 'T'T__- Y�'�- T {�?- + f;--'$ T- INOICATEO ON NOTE (3) A&OVE. IN SUCu CASE, CONNECTION OF i 1 PANELS TO EDITION TRACK MAY OCCUR AT ANY PANEL LOCATION. �7J_J-LL1J_LLJJILLJJ_L�,.lJ1LL..l1,�LL1._i111 JJ.,,,LLJJ1l,.1 JJ._L1...LJJ{._.__ 1 _ f f - MvN 4 'a NOTE 4- .. " - 3" Y +' Alin SEE f". l/��'-(�L1�� ':SEE I' uI„ "i' INSTALLATIONS ONLY VALID POP WIND NOTE 3 '7lwJl'0) NOR 5PfE0 JP TO ^. 70 m..n ANCHORS - D _._--.(SEE SE-^,TION Ell Ai A ITT A:PNE F2/W ON SHEi18)-.. _. j I{ EZI/18, EZ i W/16 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL CIL SYSTEM (t) SCALE: 3/32--1'• 2.SB7-(Mk avow '/4" Mox. G•N' /4.., SECT19N A -A A ,Innnlu, ry7YY ��.o�tiRA TIL(Jr'sy •FLORIDA BUILDING CODE Non HI h Velocit Hurricane ZDna24 3Fi;.•rSlATE� GAGE GALVANIZED STEEL STORM PANEL_ T I i Imo'. �iN` G r p c� GLOBAL PROTECTION PRODUCTS, LLC. u E ••QQ fs'✓2f,� 5O Tr ". 4aMR"A+rc. +6n9 s,x. sI 5T[T ' `'��F` fiti1Rl�y;.•/ ,.:. �j-,��.`�.�a'�c �v,r L w� r ss11. 20-175 y - RPMiMffi-T6F3. TAX- 49.+ma9-rrrr yyhq r ' V 1• • • - 1TR6,AN71 tA-O'IDA,` IE %W"a.V MxIW bHa^IiG Me. lxY41iH{iF1 Wymi, A 'UP A.. r.t ' Et`` GIPJEE INI G ENGINEERING EXPRESS PRODUCT EVALUATION REPORT September 15. 2020 Application Number: 17869,1- R2 EX Project NumIner 20-31543 Product Manufacturer All Amedcan Shutters and Glass Manufacturer Address1540 Donna Road West Patin Beech, FL 33409 Product Name 8 Description: 249a Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being Issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (FtorRia Buildup Comri9sion) Ruts Chapter t F for a acceptance Method t d The noted above has been 8 G24.3.005, .A C., statewide atxreps per M () product tested wWor evaluated as summarized hersin to show compliance With the Florida BugdiTg Code Seventh Ed t m (20201 and is. for the purpose intended, st least equivalent to thatrequired by the Code. Re-evaluation of this product shall be required following pertinent Florida Builifiing Code modifications at revisions. Substantiating Data: 4 PRODUCT EVALUATION DOCUMENTS EX drawing 820411543 titled "24ga Galvanized S1ael Storm Panels (HVHZ i Non-H(MZ)'. sheets 1-5. prepared by Engineering Express, signed d sealed by Frank Bennardo. P.:E. is an integral part of this Evatuagm Report. 4 TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report(s) NBT-ASG-17-001 by Backwatat Testing, Inc. Large missile impact resistance and cycle loading performance has been tested in accordance With TAS 201 and TAB 203 test standards per test report(s) MST-ASG-17-001 by 8iackwaler Testing. Inc. 4 STRUCTURAL ENGINEERING CALCULATIONS Structural angineering calculations have been prepared which evakiate the product based an comparative and/or rational analysis to quality the following design cdtens. 1. Maximum Allowable spans 2. Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1 (866) 396-9999 TEAMHLBENGINEERIMGEXPRESS.CDM E NGINEERINGEVPRESS,COM f=1 VI�tI V1=1s )`lli VLF ,: Page 2 uf2 All American Shuticrs and Class - 24ga Galvanized Steel Stara Panels No 33% increase in allowable stress film been used In the design of this product. Separation from glazing is not required for Installations outside of wind zone 4 and essential faciMes. impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously listed test report(s), am is accounted for in the origin"" design of this product Wind Load Resistance This product has been designed to resist Wind loads as indicated In the span schedules) on the respective Product Evaluation Document (I a, engineering drawing). Installation This product shah be installed in strict compliance wkh its respective Product Evaluation Document (i e angmeerhig drawing), along with all components noted though. Product conic onents shah be of the material specified in that product's respective Product Evaluation Document (I, a. engineering drawing). Limitations & Conditions of Use: Use of this product shag be in strict accordance with the respective Product Evaluation Document (I.a engineering dravA g) as noted herein. All supporting host structures shall be designed to resist ail Superimposed (Dads and shag be of a malarial Wed in this products respective anchor schedule. Hoist structure conditions which are not accounted lot lit this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are pemtarantiy iratafied shall be protected against corrosion. coniarn ation, and other such damage at all Onvis. This product has been designed for uuse within and outside the High Velocity Hurricane Zone (HVHZ) Respectfully. Frank Bernardo. PE ENGINEERING ExPRESsN OPF0046549jCen Auth 9885 160 SW 12t" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 Tf ANWENGtNetA1N6EXPKESS.CON ENGINEEAINGEXPRFSS,COM tNAw-NNwwn3, n Fenrwrc n Lrw.TLov w - eLr." - _ fiiRr.wx RMO Yidsaw,t'Tn TEES C-'Ar3" Y yn � > iN]NU ':V N.•;s. ,Fri-' :' -W; � , : N 4 . AiYV,IG f - huS •YCv M 4 r, oc:n " Fv t; N .v vsu. r N ' Tt s +I oe H vi F_1 X ar a n v a A r. a_ s A• P' Y. 33 m w� A N rt � S.: "1 T tit t� I' t tL` q _[ 1, i K -26 - rl Ip s s1113 FP -":nc p 'v' �c CIT iE y f k 1 K Ia; IA 7 S `l. 1 N f J- -T - h aCU %, I �R T u r..arNs Lual. T= r At _Mur eun➢nu - ,yc;r NDUPlx1tIG elvRuswN9 - i:i!Y45t1 [4Raf 441;W Vl In'G arm: c> mc+ rvrc - T;. f T e 'F�F5i4T-C':� it � r 51 Wla- i'- r eaWl. i T •L<•. ? ra Y, �re_arx .,,. ,S r�,.cD➢3RL;NnooA xouxr SECTION c,.-il•A �4��. WwE§� L+ f wa4 X Sl L t � � ZN 731 a c Sax{ s! S rs� 4 c { 3G.. a^Y,t.e*¢- y'1l YNILMWN*4-.[YlOJa MPI•+ d M Y.. 3.r_ 11 y J.al'1 f I> Lns�� - 2. ,.. racarav TYPE 1 n a• J 'x . lNrf.TinN W .-xn N ,T :TM "M1AF N - y NI 1 r. I T .. eFl^I a.rclr,A•T •1, ':. C,1-°. -.M W,a „ ., t:N i,' J _ Y Y t: J_ rhnY :2F FF 11 a y J is Mt.,.. ] W - , k g T FOi?: GALS r ] I a H , w r t !i T ET']Y, I, .L ry Eat 34C LE gp a - NTU T?rEL 4a.ET S .Fi (ESrq :Next 11 �i 1" - rl' x R m_ r KR mrlPa:.` sr Fr a` w. Mrr,.,rrs4 20: 31543 uu!aN 1.4'r 1_ ..- r�1. oPT10NAL TOPf�1TOM Cl4SURE o-TA71 YY i" l �L, 1, t,-L:Y (�1. 11INt+71HN1A IMNlNI ♦N.I,.IN _ ",FUP2 '1'LAM]X7N AM(MIN I. UIJ ION INSTALLATION DET I1LS FOR SERIES 2000 E-Z HANG STORM PANEL t`t� INTO POURED r,QNCRETE" CQNCRETE BLOCK AND WQQD STRUCTURES iJSiSTWG iOLNN:O - . DR ,_ 4'e TAW:ON CONCRETE ' CONCRETE BLOCKANCHOR a 1Y 0G- f -- T/4"t TAPCAH % T "' _ _/jY4Nt' r4Ex FNTAp TER WOOD WEAOER LI s'-` _ _ �.Y_J14R1- HEif HEAD TIX _. - -aCIN1Y Al4CMOR ® iF" 06 IJA' FAW4 REQUITED I. SLEW A�4' FROM y - EDGE (OF (1� _ EOCE Eli' 1 N ' 9 s ED ,(, r - S5. BOL15 W xs eoLTS x R i t 1114 M fA � H 1 lit" m Fat E 1- Min. U-SEP&MMON i 3f- x - I FU05T1NG M TO GLASS ALUMIn6'NIAer POP Etfi511NG B` 5EPARATN. 1 !/, 9'a t0 GLASSSM POP GUSS p q) RNET CLASS-^'IBI i ; -"SI � ' IJ=•E-2o,r �.-A i a'o. g �'1 a i 6'-D• x/Lr_gl N t 1 � NAX. i/aY-30at' _ it 1 MAIL d w Orfx+a' R i.. __ _ __ _ ..I PANEL LENGTH # w I tl _.... ...� ,,. _ ..1 PANEL LENGTH # S Mpn F k t' Min. x x'"'5EPA I II 1' I. _.q/4`E-2DA2" L _SEPARATION . a TO GLASS L L_ " ry CAW 1 1 NAB5CREW sox R 1 !4►-26.2' or -L. B - 1TilIMBSCRI•N. II L - I i , 1 •s.n WXT -- 1 E -( t14°e TAPCQN ANCHOR �@ 1/4"b TAPOON pExf _ , PLATE 0 2'R4" W000 ANCHOR O 12 D.C.- OONCRf 1'E ,•_ CONCRETE BLOCK ,_ -_-... _ _ . _ WALL MOUNTING SECTION EZI ACE� LTFA�►Ili SCALE 3/8a1" SCALE 3/8-1' t .......I.. tT� F' y�CEPtE l = r FLORIDA. BUILDING CODE (Non NI Veiaal Hurricona Zone) # MIN. PANEL LENGTH 0, $ j = ssa2➢rr.TTm.443. 24 GAGE GALVANIZED STEEL STORM PANEL I INMALLATSON ARE ONLY VALID FOR MAX. A.S.O. DESIGN SK41 BE 2"-6" � ,* ; •� : �' #. +n'� PRESSURE RATING +f- 40.0 p.a M. AND 8'-0" MAX -... PANEL LENGTH.STATE.__�-'GLOBAL PROTECTION PRODUCTS. LLC.i E �3,. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD g��`, toTEin • PAHT -. N ...,,. D,.r m-,ID.. - 1im; aY.-•lie Not t1.4R-75.5 rAx frwWea-Sinn MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC f •x 1w. e. N, MR..wr 4xoeon. us14 20-175 `��''" DENSITY OF 0-55 OR EQUAL, kC1F! � ` r.1-ooaaials w r FE-..2+•i`,.lww r Ti m < w 1YN.TER A P11L h-. PL NNT1 iE q t6 1T f ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) kIt WIDTH UNLIMITED (PERP. TO PANEL SPAN) TOP MOUNT (CONN TYP. TYPE AS REQ'D) SECTION OPTIONAL H W20A SHT BOLTS WITH RH CCH RED WINGNUTS FASTENED SE APPROPRIATE SPAN TAB ALE) Gixi'v y PLAN VIEW a i1 RO.1SE" wit 31 ,Ya� J,y J ( BDTTDFI MCU.NT (CDI'NN'TYPE REQ'D) 1 "Tilt RO.391". ,� 1 0,375'. MAYBE aT T •. a BOTTOM 7TYPICAL VERTICAL MOUNT ELEVATION 1 N T -- ELEVATION TOP MOUNT (CQ4N TYPE,. 4m A- UQD) -I' ABOVE CSPAN A LCRON) BOTTOM m_ g 9 OUNT tCONN TYPE AS-REQ'D) ii IN -OBSTRUCTION O (LOCATION MAY VARY) 10P f+XIU.MY �S Y� FfX2NN TYPE 0.5 REQ42i INOMM MOUNT (CDNN Lmax (SPAN. BELOW TYPE AS REq'D) OBSTRUCTION) PANELS MAY BE NOTCHED 45 REQUIRED, PRCVft�THATCONNET1IX45AN0 OPTIONAL)Q'-20 STITCH BOLTS WlTH'WASHERED ANCHORSU5EDWHIL7i SATISFY SPANS ABOVE a 8€LOW OffiTRUCT1aN. VVINGNtTfS FASTENED W�1•D'�' M[DSPA'N (U6E 0.PPRCXNRLATESRAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS V N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SCH EDULE: HEDULE: O 24 GAUGE PANELS 5 P -1' MINIMUM CORM kNf P THIN FR 11GIA S'' SE ARR a 1 5 VIIYIt2 WIND ZONE 4 ESSINTUM FACIIITIE'T) MAXItAUM '- _. - DESIGN 1 { T lr NS A1LA R3NS SS r T i .AIL fNJ74S[iR EP NS A - W PvISALLDWABU A R PAN (I nM4F THAN 3a A6DVE GRAOF THAN SP' AabVE GBAftE (flu I {PSS( ; ➢ r 3 130 M 6➢b 4, 36 35 ✓ l34 01n 06 m 361 140 13D0 f 4.06N, 2.16 u+ ✓d3 1306In - 605. 736:or "/-so I_T4,U 1, I 6,06. 1.16 m + 55 ✓ 1[W 61n I 6LM71A 235 Nn l TN7 a} 2 n 6091n 2 53 n / 59Bm 6,11In 3/2n 110 >_ 3I. 6-_n 6,1.1 A 2901. _ .. _______- e 3T D __._.-_ 6131n 2 -__�.-..___1 9a in SPAN 5GHtULJLE NDTE5: L ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD $ PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPIN, SCHEDULE IS ACCEPTABLE FOR USE WFTH PCYSITTVE WADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. 'PANEL FASTENERS- ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS a C TRACK. STUDDED ANGLE, TAB USE VALUES O C PANEL FASTENER SPACING TABLE VALUES FOR ALL 'W- AND'U"-HEADERS (INCLUDING BUILD OUT CONDITIONS 3_ LINEAR, T OTHERWISE USE NEXT H LOAD$ A ACCEPTABLE. L7YNERwiSE USE NEXT HIGHER WAD. GLASS SEPARATION NOTES: ktI W'TH - V T I k M ALLOWABLE SCHEDULE , POSR3 E DESIGN TO D OErERM NE MINIMUM2.SCALLL'iWAS,E REQUIRED FOR FROM THE OPENING O 6E PA0TONLY TED7. 2 SCHEDULE (5TWEEfREO FOR USE WITH POSITIVE OTHERWISE WADS ONLY INTERPOLATION: BETWEEN LOADS 3S ACCEPTABLE. OTHER.WLSE USE NEXT HIGHER LOAD. 3 Mg INSTALLATIONS OUTSIDE OF THE HINZ AND OUTSIDE. OF ESSENTIAL FACILITIES Gt1ES IN W4D ZONES 1THROUOM 3. THE GLASS SEPARATI ON SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED. - - MVd1 "No SaNNaRO /E W / PELIG549G $Eb5 = - MAXIMUM ALLOWABLE Ffnk DESIGN PRESSURES: =Y tkro 4,1 1 AS NOTED IN DESIGN DESIGN NOTES: SCHEDULE$ e� POSITIVE AND NEGATIVE DESIGN PRESSl1RE5 CAIa'IILATED tT1R.U5E WITH TN755YS7EM SHALL BE DETERMINED PER SEPARATE ENGO/kTER1NGturi IN ACCORDANCE WITH THE: �+ �3 GGOpVVERNING CODE ppRREE��UURE REOUIREM ENTS A6 el ` DETEAMII1 IF IN AtCORDAIX:E WITH ASL'E 7 ANO CHARTER 16M OF hIE FLOp]OA BUIID(NG CODE 5HA1L BE LESS THAN tuat� Gila R EEOOUALYOTHE POSITIVE OIL NBGATIVE DESIGN PRESSURE GAPACITr VALUES USiED HEREIN FOR ANY ASSEMBLY AS SHOWN. GENERAL140TES: '+ 01 TTHIS SPECIFICATION HAS BEEN DESIGNED AMC SHALL BE FABRICATED IN THEREgULREMENTSOFTNEFLOR@ABUILD761GOODE ICCen P ti OW SCEWITH EVENTN EDITYON((30zzooppFOR lK6 TN61DE AfiD DE OF H. ER mD 315 201,-20I AND 2031Esr pROTOCD7 L5. CONTRACTOUTSI1Mi, iNALLT[EINESRGATEHVHZP BEEN USED IN THE ALLBE to RESPONSIBLE Lila DESIGN WHICH WSF 0 P, WALL at REEAAu1Mr`D DI is CON to CALCULATIONS AS X:A ES NOT PROVIDE M 6 i NS DIFFERENT PROM ER 09 REGISTERED W d iF O OR OR USE 1N 6 MAXIMUM TESTED S R y ee 3 UNLESS NOTED OTHERWISE 4)R u3 9 ITN "SPECIFIAT sdg6 ON, NUM ASSO[fATW WOES. (, ucruRALQua12TY MIN UMA m6✓AaoY, � Q IIGE. a6RH7ed,ALLY 5DDED TO 499 ULTURAL OESDGN AS CTOFL in Et. NLL COST A DAMACM FROM MATERIAL ACTICES O1 YQN D THAT ,on 5 FROM OITIONAL TD TN36 DOEUMMINT MN M N IMUM OF (1) LABEL VISIT ECALC.10131643 M $fa F RBI- fl-[ MIr.T�r xal e wmAwrt rNL-n.arve,lePPRrsslv:9aw� MINIMUM ALLOWABLE SPAN SCHEDULE LitLi�iu7EE�iF�ilFezllF�iFL7E71i3`il�t'iiit7 ['7t�7i��it7Ji�i7t®F�i%1MBe7®Psi EEREEE��itf�t 3RY1J�t�E�'iLp�Qi[>it�ii. Ec37ifa7�f��E3 a��®� E I�E�Si®��3F.•a1�E3/EZSiIt�LE�E� LEiariE.^i1E1r7E£�iALE}3iETrilF3iiZiLPEi F;yi .Q7ii ELi.. TE�i•' IliLf`iltZri. F� T^ I ir7tfr`�LEilt®�EfSLt33R�1E�9C5111LiiS " � �L�Eiii LOLt3i©Lf3liLt$ial0�� CJM:1 ncas..,>... � ,5 '-'meNCt lE G`rKi 55" aN MSE Nr'MD SM BLt••n •••F Nt A^v TW 6O +7H N ,F =beW MY3 amF 2 NO StoAAA+ICw yRUM 'i IS yt MFD VMtN yaNEL ,E,,x,," 151:RE>xtA ttuoN rNn YK.TCL %UIr at-:AERIYt MDUMnaxN AH6rN•nDe B uUFAs1P1S1E .. wT0S?F!"NsatAIFOeNnGEEu:El.,n5CP3l aEBoDw4MUb AeSuCivINPfef4T3nt,P'PS v)TOCc D9N:FrMxb3W4OtiD,. ,.SfaURN ''�nEi,4NC 'I. Nxv.IaCnC6xD. UaRrtOl' wrAN'ur'OrMV1r mLNuLuGnwIX'vNnEGAu"1Ex1Coh�M.�vDNODuS9RYmD 1r4IDsrIe.OIaNN wPSB'h6OIGLn'L'nWMSMN D t Nen2NrpnxrDF+rt"Orf+=R4cNEba . OD�wPT-ArMreW5ntSwNsC' Dt. 1P,AEil .L L5eFVeO PFrkPHR5UwRV4fimT3 FI, a Piatn"E' + OPTIONAL INTERIOR FASTENING DETAIL N.T.S. ADNMN/ff rROM INTER±OP PANEL NaCmNE xRew Y+Wu - Dt4 H, M Tie wl PM NUt 6 Wa5"IAFD WIAIGNIJf EN IN5}at Rx;E F k'- 5' MaGANF SCREW su wt stNEPED � WtNGNy i 42M' Dr: IccxaNerxs 1rmoM HcatN* F 'T e•, ,.:,ION m u /SEEN+ BrTT�wl Plik'lN1 •:INN hrf e. iS 5 4ruaN R 5 N ' 1 EQ a L. ENaOME Nt'EP}R6 =r I EN.!STtNG COtA:xETF DI SRAGIN6 Li" tN aNcalWF", > caww aaLx'>a vuur zrtN OA vAxx, mnMlHc sWOD*RO -!a E,aEncF. aNE1 K)aDE,Nx .rj tORlEss PANt' x IA)OPTIONAL EGRESS PANEL DETAIL TNTERIOR FASTENING WENS Pc ,. Abe3 2.2W" 0 094u L-2.990' 2 75D' . r i1a:,,,"" •, - i 0.060" 2.2094" 0.730" ppyy��11 E� i>g� aM'uA'o.c. _ ;094" - 125" D:A94�': V L 'e o N g 0 125" Q � ♦♦g i6 0.L 4" 044" 'rv°- { j- =yazol' .044. TYP. a TYP .1162" �� r4 -11930" 1:930" rv0• 0.b62 .375°� I),p$2" �0.125" 2.cin. � 'Arat,:s A30" 2.W6° 9.062 250 -I 2.000" I- 2.0m. "- FYI, r. 0ttiX13 121" 1.1130" as�"N' IffADER 3 •D` VEAL ,cA 911un-D� uT 'U'• HEADER �rN01E N1 eL06tIRE 6 <� I 3.360"MAX. .31 0,313" 0. 1 1.IL 1.560"F- �1.56I7" 1530' lI' 0.3rS" D.37B" O45Z 0376 I I-�r § Pp I 0.179"Ti',�❑rr 5' S,1 0,655" 0.190"+�I F-I I r0.655 D.95d' 1.007" L 12.SW" PANEL COVERAGE rL L1 i �. #t•-` : •�6" H 14.B7s"PANELLEN 01 � ^ =As. "F LW rD,545".I Des 4iso" 0.z�� 0.b50• s $Q •4 •n FTTT ,A oms&lm= - OLRECTWN .•7 D040" TT�� MAY eE O.OBS" 7-9D•'. " 7yp T �^GTyWpO 1"I 2.00 " -O. wvHrwn bT 715. ,2 LS 0.71D° RO.I35' BULD-NT 7 TRAON u _ ..,. ,..TAP' ,,,,,,•, 0.090" " 0 70 ,LNN T 0,457" (a}-�'�='Cm'"- 1 xEYNa1 wAaaEM �;5+7 0 3T6" 0 655° 0 -W-Tv -'° '? Luc to T d ' -�- NorenDk cY r - 0.125' "^'- tQ} a. (-3.D00" a 0.ata15Eb 7Yp ga¢ TV TF t. an .ti a:�u ai"P ANGIE- TR M 101TENDIM) r „v'� N .• N S C i� 1.0 ` iY_: yLIS "G[d L1CPI �r1 OVERLAP h. f+CE Rom, 4" MAX. A,� CORNMOUMNE DETAIL 1 25" NAX. f U 25" MAX 0MA1LW',r xa 'rr •�� Frr34rrr 'F3".->ia:x.•+,�,; BUILD -OUT W a+ n DISTANCE IINI r.I DNIlR IVYIAII _4 nrrrr r( IOOV EMBED 4 ..Der a M _r-Te .P � s< mrae ORO 2:Fa. ' 1.DDD" 4513 n r r WERIAP "-a WJ -iRu 3.620-,1 �. k :. �t N MAX /.^\ NII 1 NMINI f.l )Nf1Mr ] IM1 aa y Re 25" MAX : N.rs a 1.SDD' LL1.5 LNL I V oc a. asA MIN rl ■ t• LsaHa iJu 4"MAX, :I MIN a tAR E R3➢StREE OkTATI 'fi":,._-MaW�.. aT. T Y it kl EMBED ..YlFrar d.Tr, q ("'�TRMMWMCLOSURE DETAIL naT ^x::ir I�G¢Y� �� NT5 ! RAA ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANEL FASTENERS A 175" D.C. 23" IDGE'DMANCL =1, 5 .F MAX DMMN IaCNORexliraa TOPE PNP SPAN UPTOA'-t' I WAR UP TO. I SPAN UP TO 10'-10, rANtlTTPE Gf 2 C3 CA CONE TYP Cl C2 C3 G came TT e C1 C2 ':3 CA 3l 7 70" 10 4'CNDm 1: DEWur u1TPAc6u 43 h 12 b " i 1. 0 ] 7' 99" 12 5 740 10.2 6. 0 1 , 5' / D 91" L. 1' 12 S 16 111-` ale 12 5 16 0 &2' 4 5 l25' 6 D s FS' 124 D"3 ' W G O1 16.0" 9,3' B B a .3, 121 S 25 1d0 ]60' 6.l' 61' S.i 94 12.5' 125' 91 lffi0 a'" 7 160 ai' 54' S " 125" ]fi 6'.' 1 9 5. 4 1 5 2 40' 9.1" 54 12;5' 160 a1" 5 4" TTMul ' 7 11 ]3 T UEwALi u14R 11 41 4e q....� 32 125 1 0"3 Q ➢ 4 Y 0" 4 i S ib➢' 1.0 S 120 1T. fi' l60 334"10, 7^ 125 16,D'"1G; 39".! 5 12- 14.5 160 2 ' 96' 12 5 10A" 14.9' Sr 12 S 16.➢' 119' 9-5' 12.5 16 D" 11:9" 5" 12.5" IBC' 136" ]Y. 325' TO-W, 11,9 95" 12.5' ] lfi.D' ' 3 :5' p L 4" Mw-a 1 / 33 ALL PO]NTSaODD Sn 41 Fe }I( q.4e'ili" 32 )1 2? 5 ]6.0" SaD1' 1b.0' 12 5 SA, D i T i 13.4 12. S l6 0 14 ➢ 11. 9 12.5' 16.0" SAD" SS .6" k 5' 2 4, AIL iLe D 2,5' 1 4 16 0 III 2 10. 7" 13.5' 12.3" 15.CT' SS ' 6 16, ' 14.4•• a 33.3" 1 2.+ Id 5 fi 3' 1S a" i- 0" 4, 12 5 YL5' lO 125' 6 LD 6" 1 �3' 2. 1 0 32:5" 6 16.0 12:3'' 206" 1� b" 12;5 alfill IN I N . A "N.," 33 11>WJNI Mb MAH I 41 I "Y 4e 'JC 52 74 11 S i3 S .0.- 16 11 16.0" 0" ib, 16. ' 16.-' O 12 S 12 5 1 f:n' 1 .0" e D SS,7 LR 2' f 5' 2. 1 5' 12 Y, le D i6.0 la D' 35.8" 12.6" 11;3" - Z.5' 19 O" 26 D• 14, n 12 5' 7A 15.3 Y Y' 2.5i 1 13 0' 3 3j° 5 1 Z" 1 12.5' 1807140' 13,0,. 125 36,P" 15.3" L1.Y' 12:5' /6.0" 15;5"11:2" 1a.r 16,0" 15.r' 1. Y' SAS " Y5.511 Y' 1 .5' I&V 155" ,2" 2.5" EDGE DISTANCE ,(�$r m 3nN x1- f4 CNDCD 33 D, WMi1UIW:BN 41 49 q_..,.., 52 31--3"'m"n"Yo 72 42s' fi.25 6.25 6 25 SZ.S 12 3" 107 d3" T 1" 6.3 16.d,6.5" 4.7 13.7" 4a5" 6.15'111' 625. 7.1` 9.5' 6;2$" 6.15" 6• " In 5" I+"_"1.1//'IMIM ++ 93 a1,wN1' ,BACON 41 48 q�.,� 52 H . 72 6-ZS 6.25" 11.Y" 3➢,$. a13' I p3" 91" a.ZY 9:3" 6 IS 9.3" 6,2 4.3"' U4"-,i»•wMrU 33 ITIM s_s-w4 4e 52 7 L 12, 5' 13,3" 3.1" F➢" 6,25 3DT" AL' 4:0" 4,25' 1➢'i" 47'"- 4,0" 6.25' 6.25' 1L3" d 7 .b" 0.7" 41" 4.V 0 .25 6 s 17 7 iD 7 e.l' 1l' d 4" i ii • 6.25" 6,15' 10 7 4.1" 4. " G 30 7. A. " 4,0" O s 114" x llN' "16,1) 33 INf 411p 9sOl30 SET 41 �L le 72 12 3 m d' 141" I1 V" ]2 5" Ion'I a-T' 1 7.e' t2 5' ]0.D' $7" TD° 12.5 364" 11. ' 9,1' x lz 7, z 7 125 SBO. 9.7" 7.6: 125 160 1.7' 6.2' 12.5" 16.D 7.7' 6:2" 12,5 'Na. 7.7" 6.r 12 S SE 0" 14.6_ " 12-5' 16 D' 7.7" L2" .i"[ I 4• EM )/ V BED 33 Ntwu rAMrIBAIr 42 48 11r6 52 Bg�-�11NrDEPaOIDP 72 12 Y' 36A" bA" 5.9'8.25 1i,S' 44" 41' bz}" 103" 4.0" 37" 125 1 4" 2 a s 46' 6. S 9.3' 3 .4' 3 3 6. f" z 92 36". I. b25 11.5' A4.. 4 ]" a25 9.2 S.5' 3.3' 6.25" 92' 3,5" 33"' b2S 62a' I➢6" 9.2" 4313 98 3 S5 235 2 93 " 2JW' FN96E DMTAMCP y r. MAr D6NSMr ANCNea PREMPE Tres pP ,tiPAN IP IR '•IY LW IA VAIIN -NN4 LIP 1 IIIL.IIP =a TYPE Saar I" Cl-a © C- t2 cs CA A ODNr NYSE a a c3 Ci 2" MOM U+ r 33 IRI; W'Rrw 41 aB 52 TZ 12 5 do i6P 709' 129 160 SbA 7 12 S 160" 67" 12S 34 fY'SQA ae 12 S' 18D 16A D1 12:5 1d0 ]46 B.D" 125" 1 0" 15.P a 7S 12I 160 14,7 6Il 425` 1fi0 142 6D" i] 5 i 2 S Yfi .D' 160 i5 -' 4 O 1 7 6 1 9 2 6 D' S' 12 36 0 Ifi 0 Si b ,7 0 34.7 D" 0 1 2 S" 1 S' 2 36 ➢ 317" fiO" dO 4.T" a n- ] 3 ➢ G $ 3/]" CMMI 33 IVOODSOREwY 41 4e 52 72 u4" x r3r4• rMeetr. 33 TMcAa YAxb• 41 y 40 T 5a T2. L21157, 101' 125 164 L2.] 0 32.5 Y 748 L2 S 14.1'o. 1 1 4 a 1" 12 S 160 9.7' S 6 1 2.5' Sb D 9J" SS" TIT 5• !1 5 Lit 5' k25 i6,W 12.0" 16 a' 11.1" 160" 9 E" d Y ' 1&0" 6 7,0 12 S 6.4" 12 9 ,6:" 2 5 s 1 12 14 0 16.0' 16 4 160 9.6' S,6" B.fi' S b" 9,6" S 6 11S 9.2' 12.5• 12 p 12,5' 125" I36.0"lia- aw 5,5' ]6.D" 9:.9" 5.fi" 1 6.0" %W 5.6" ] .9 14:2' 78,8' 9:2• 1215" b6.0" 133- 1 5" a 14 4 32.5" 12.5' ]6. 11.A Y2.S S6A 13 S' 12 S' Ito, 10.6" 16 v' 12 5 2 75.W' 14.01 0:1' 12.11" 34'R' BEO 33 All Il Ri: F R 42 P 1 ry THIS 40 ors 4s w D M➢IC 1E'PPLIn r2 1.25" 6.01' 6.6' 3'' 12S SS 5' f.A' 5 ' 12, ' 5 13. S3" 4.5' l,S' M.D' 7D" 59" 12.5 1?.1' 4D•' 41" 0.25" 12.4" 4.tl" ..1' t3.1 15A' S9' 0" Er, 5 s 2 1 .3•' 2 4,7' C0' .'5" b 2 1 3- 2. 4.2 55' 4.7 6.2 la ' 4 4. .7 iX' 6 25" 12.3" 4 4.25' T.3" 4Y" . A.D".0.25" ANCHOR NOTES: L ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCH SPACING, XIMUM ALLOWABLE SPANS AND PRESSURES INDICATED OR MA IN SPAN tnGHEDULE 5H4LLAPPLY. 2 ENTERANl7/OR SCiEOU LE ELASED ONPANEL FASTENER SPACING, THE EXISTING STRUL7URE MATERIAL, B ANCF7bR TYPE. SELECT DB97GN LOAD GREATER THAN OREQUALTO NEDATIUE OESTGN LOADON SHUTTER AND SELECT SPAN GREATERTNAN. ORLT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING 7MDTTIOON (SEE MOUNTING OUNTING S DETAILS LS ON SHEET 2 FOR IDENTIFI ttGN] r.>F CSIPNECIION TY� . IL "PANEL FASTENERS" ARE STUDS USED IN I70NFUNCrir1NN WITH ALL ML3UNT2NG EXTRUSIONS ("P"-TRACK, 5TUODEb ANGLE, ETC) USE 625" O.0 PANEL FASTENERSPAONG TABLE VALUES FOR A _O LL'W-AND"U'-HE DERS INCLL101 NG aUiLDOUTr ND ONS LEDACCORDANCE WITH TURERS' RECOMMENDATIONS. 4 ANCHORS SHALL BE INSTALIN AORDANCRECOMMENDATIONS.S, HOLLOW' BLOCK HOST STRUCTURE SHALL CONFORM TO A" C"90 (LOCK. 5. MII•dMUMEMBEDMENT SHALL OF AS NOTED IN ANCHOR SCHEDULE, _ 7 M M EM N LL MINI U BEDMOVT PND EDGE hIBTANCE EXCWD65T11CO3 FOAM BRICt A DOTHBi A W NN[SHES WAIL F[NISN E55FtAL1 BE LIMRF:TO T'D i✓4" MkXOR SNRLL BE VERIFIED BY OTHERS TO ALEQU4TELY TRANSFER LOAPK PO HC-sT 5TRULTUFLE B, CONCRETE AWJ40RS NOTED HEREIN SHALL BE EMBEDDED TO UN•CRAWD CONCRETE ONLY 9. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE INTOADEQU ATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. to WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SMALL BE LOCATED IN CENTER OF NOMINAL 2" X 4" (MINA) WOOD STUD (%" EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING) WODDSTUDSHALL BE"SOUTHERN PINE"G-0,55 OR GREATER DENSITY LAG SCREW SHALL HAVE PFaLLIPS PAN HEAD OR HEX HEAD, 11. REMOVABLE AINCHlM ARE ALT E - DEW PANELMATE ALL•P09M5 SOLID -SET 9 BRASS BUSHDNG 12. MACHINE5.REWS SHALL HAVE It-' MINIMUM GAGENE W OFTHREADS INTO THE BASE AR04OR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, WAFER HEAD (SIDEWALK BOLT) U-N,O- 13, MINIMUM EMBEDMENT AND EDGE DISTANCE ERCWDESSTUCCO OR OTHER WALL FINISHES. 14M DESIGNATES ANCHOR 00ADITIONS WHICH ARE NOT ACCEPTABLE USES. 15, * DIRECT MOUNTING PDNDITIOALS- U5 LINEAR INTERPOLATION L5 NOT PERMLTTW FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET I `i M1J'il fi^\e ^ nW W Cn N j a v OL Q O 0 C .� CU U 0- � ^/ O M -0L '�^^ VJ L �♦ W O ca U_ O .� CcnL E cD +�`l-y�eQ o L .a Cl) a Z Z W J N > W Q O n ti d O = ca V CV -Omar IA. r/7 C 4 C3 tit O L to O 2CV N ist 3 a/ am al > E c N O c 3 39 ;a ea ism ly u a) G>x C C N C •O E ED d c. Cn CD(D 1 W _4__0 C/^) O 1.1 CL IL .h Q U O L ' W 1- v / W Ii• C G h Z Z Z,T Ali 1 SHEET NO. j SH 105 l f "1ISSIDDS ?N a• ' till A I plyT. a