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HomeMy WebLinkAbout36382 Flats Stm I N Ln J� J 0 rh m N c� J 0 M i chi rn C 4 M O E `o °may N tZ 0 0 0 EZ N N M 0 a m 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 - �. T___ _ __. _ .. _� _ _ __- _ __ _ ,,�.._ _: _,,: _ ,.. _=--.,,. 5 6 7.1 7.2 ROOF PLAN FOUNDATION PLAN FL OOR/ROOF FRAMING PLAN ROOF FRAMING PLAN ABBREVIATIONS AB or A.B. Anchor Bolt ABV or Abv. Above FIX or FXD Fixed FLR or Flr. Floor RA or R/A or R.A. Return Air RAD or Red. Radius AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAG or Rag. Return Air Grill _ _ ,. _ _. _ ._._. _. .. __. _ ,- .-. _ ,__ __ __. .__.. _. _ , .,, -:, _ _ 8 LINTEL PLAN ADJ or ADJ. AFF or A.F.F. AHU or A.H.U. ALT orALT. BC Adjustable Above Finished Floor Air Handler Unit Altemate Base Cabinet FOM or F.O.M. FP or F.P. FR DR FRT FT or Ft. Face Of Masonry Fireplace French Door Front Foot/ Feet REC or Rec. RECEPT REF or Ref. REINF READ or Req'd. Recessed---- Receptacle Refrigerator Reinforcing Required ` _ _ �\ - — — - -- - -' SN SN 1 S3 STRUCTURAL NOTES DETAILS DETAILS BF Bifold Door FTG or Ft . 9 Footing 9 RM or Rm. Room _ -- _-- - S4 DETAILS BK SH or Bk Sh BLK or BLK. BookShelf Block FXD GL GALV or Galy. Fixed Glass Galvanized RND or Rnd. RO or R.O. Round Rough Opening S5 DETAILS BLW or BLW. BM or Bm. Below Beam GC or G.C. GFI or G.F.I. General Contractor Ground Fault Interrupter RS, R/S, R/SH or R&S SC Rod and Shelf Solid Core S6 DETAILS BOT or Bot. Bottom GT or G.T. Girder Truss SO or SD. Smoke Detector ST STAIR DETAILS BP or B.P. BRG or BRG. Bypass (door) Bearing GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb SGD SH or Sh. Sliding Glass Door Shelves SS RETROFIT DETAILS C Carpet HC Hollow Core SHT Sheet -71T- - - D1 DETAILS &SECTIONS CAB CIR or Cir. CJ or C/J CLG or Clg. CMU COFF or Coff. COL or Col. Cabinet Circle Control Joint Ceiling Concrete Masonry Unit Coffered or Tray Ceiling Column HDR or Hdr. HGT or Hgt. HH or H.H. HORIZ HS ILO INSUL or Insul. Header Height Hand Held (plumbing faucet) Horizontal Hard Surface (flooring) In Lieu Of Insulation SHWR or Shwr. SL or S.L. SPECS or SPECS. SPF or S.P.F. SQ FT or SF or S.F. SQ or Sq. STO Shower Side Lights Specifications Spruce Pine Fir Square Foot (feet) Square Storage ` ` �\ -� �. \� - D2 WP PA1.0 PA1.1 DETAILS &SECTIONS WATERPROOFING DETAILS PRODUCT APPROVAL NUMBERS PRODUCT APPROVAL NUMBERS COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall PA1.2 PRODUCT APPROVAL NUMBERS COMP or Comp. CONN or CONN. CONTorCont. Compressor Connection Continuous K/WALL or K/Wall KS or K.S. LAUNorLaun. Kneewall Knee Space Laundry SYP or S.Y.P. TB TEMP or Temp. Southern Yellow Pine Towel Bar Tempered - - - PA1.2 PA1.3 PRODUCT APPROVAL NUMBERS PRODUCTAPPROVALNUMBERS CSMT CT or C.T. D or D. DB Casement Ceramic Tile Dryer Door Bell LAV or Lev. LF or L.F. LL LT Lavatory Linear Ft. Lintel Length Laundry Tub THIKN or Thik'n. TOB or T.O.B. TOM or T.O.M. TOP or T.O.P. Thicken Top of Block Top of Masonry Top of Plate I -- - __ _ __ _ ..-....__. __ _ ___ �.. .__- _ SH1.0 SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL DBL or Dbl. DCF DEC or Dec. Double Decorative Cementitious Finish Decorative MAS or Mas. MAX or Max MC Masonry Maximum Medicine Cabinet TP TR TRANS WDW or Trans. Toilet Paper Holder Towel Ring Transom Window 1�_ --- - - - - — SH1.2 SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL DEDorDed. Dedicated (outlet) MFRorMfr. Manufacturer TYPorTyp. Typical SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL DIA or Dia. DISP or Disp. Diameter Disposal MGT MIN or Min Management (room) Minimum UC or u.c. UCL Under Counter Under Cabinet Lighting SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL DIST or Dist. Distance MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. EA or Ea. ELEC or Elec. Dishwasher Each Electrical OPNG or Opn'g. OPT or Opt. PC Opening Optional Pull Chain W or w W/orw/ WA or W.A. Washer With Wedge Anchor MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES ELEV or Elev. EQ Elevation Equal PED or Ped. PH Pedestal Phone WC or W/C or W.C. WDorWd Water Closet (toilet) Wood MEAN ROOF 30 FT. HIGH TYPICAL EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WOW. HDR. Window Header FOR 2 STORY HOMES EXP or Exp. EXTorExt. Expansion Exterior PL or P.L. PLF Parallam Pounds per linear foot WH or W.H. WICorW.I.C. Water Heater Walk-in Closet THIS DRAWING AND DESIGN IS VALID FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WIN or W.M. Wall Mounted (plumbing fixture) FOR 12 MONTHS AFTER THE DATE IT FDNorFdn. Foundation PLTHTorPlt. Ht. Plate Height WP WaterProof(ing) IS SIGNED AND SEALED OR WHILE FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener CURRENT CODE IS VALID FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Flr. Finished Floor PT or P.T. PWorP.W. PWDR or Pwd. Pressure Treated Pre -wire Powder Room WWF Welded Wire Fabric (Mesh) REV. 06.23.22 CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. PLAN REVISIONS DATE VERSION DESCRIPTION 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 08-20-15 1.0 NEW BASE PLAN Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to 12-08-15 2.0 FRAME -WALK REVISIONS 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 01-04-18 3.0 2017 FBC UPDATES 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 08-23-19 3.1 ENG. REVIEW FOR 150-C MPH considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. 12-19-20 4.0 FBC 2020 CODE UPDATE Payments will be made in accordance to the terms of the agreement. 11-29-21 5.0 ADDED ELEV KLM PER C.M. 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 2889 Al B1 KLM debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not .� responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N 0 N 00 0 CL d � W E! 0 C4 -C3 m x R o to C J t/J = '8l Q CV as rZ IDr _a v cv w Cu N CL 'Q C E �O n a � UJ N o CD N N U N 111.0 N `e�ttt�tttore�e � No w 41, A, r, ,•' n"'� 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. OO co O8 N N 4b co 0 JI LL M �rLu N'J0� LL a LLJ a a a LL U. C� Z Z W gpjO' d Z Z oo M Z N LL oo Z� W CD J N N z UJ •U O W s tJ1 c N U ® _ e =� • U C m Q N m J W Z M N ¢ � � 1 s L.L E z o ro n aR Ou w" 2® u--so O C xU F o p Z f'- u ao a W mZ fA C'd Y o� Z J 'S 8 w z m LL � 'lo M y w Ex NJ ag ° .2 C) >L6 LO Lo-130 a o YCr o (V m in s .a �I ILLC')C) 00 04 00 CN ONO Q M C T M t`7 cc r Z a U _J ¢ p c JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. C S A J TYP @ 2 S3 S6 STORY VERIFY METER LOCATION WITH BUILDER OIL-0 T H.B. TP 00 36" X 60" SHOWER R&S r---------, � VERIFY LOCATION F I 7E?�11 ` 1 ;- �- fD' B � w °' ON N o 0 FIBERGLASS I I W.I.C.Nr I I W'-), N ELECTRICAL PANEL TYP I GARAGto 0 w ' SURROUND a I ,_ ( � I 8 8 FLAT CLG. I 2' O BUILDER TO PROVIDE 6' OPENII T1 I TB I CARPET ( APPLIANCE PROTECTION �w 14'-9" 286 8 3'-4 3'-4"' 5'-0 I I T-7" WHEN REQUIRED PER FBC 21-4" I 1 1 m OWN E 'S SUITE to cn --- ; 0 2 CAR GARAGE I Q I I I '� 1 8 1 1 8'-8" LAT CLG. BATE ;1 t�s l � 8'-8" FLAT CLG. AFF j 0 1 1 C RPET -0 , 2068 B.F. 8 -8 FLAT CLG. a 2668 I IU- 1 I 1 1 10 4 _ LINEN TILE'� (3) 2X4 #2 SPF GG I 5 SH o o W/ DTT2Z @ S3 I I j W j j �w o I O O 1 1 1 Z iG T 00 `~ 16" DEEP 1 T N iv TYP @ 2 STORY -----R&S T P W PLUMBING LIN °' K I r 1 `(D I l j _ I SECOND FLOOR S3 I I I I HANSON BOX I I 1 PD V VCLCG: I� U U @ 36" A.F.F. DRYER VENT +42" SLOPING I I I I I I U Q Q THRU WALL 1---- HALF WALL I I I o ILE Plj D 9 I I I �, 00 LAUN.-------J` r (NOTE: FINISH I I oo 8'-8" F FLAT CLG. I 8----- 12 0) EDGE OF SLAB 2" WALLS TO BE LUSH. I I LL TILE �----- 1113 BEYOND WALL IVERIFY INFIELD. I I _ 1 _ 1 4' SHEL _ _ - - 6 4 L------ — — — — „ u� D2 5Iwo 15 FC-10 CC S3 (3) 2x4 #2 SPF3 2868 2868 G r 16 w/DTTZ AT BASE N Q S3' - - - - 3 = — q _ 2 II H2 iv FOYER H2 PATIO I FLR. G.T. M a�-8" FLAT CLG. I � O 16'-42" U 4'-0" 5'_8" I' 3'�" 3'-11 19'.. TILE 2'_6' iv O I: Q E ca 00 (3) 2X8 #2 SPF W/ O i I O LOW WALL OR ���, �„ O I 3 s IN ENTRY u7 1 w/ DTT2Z @BASE oQ z 1 d RAINING PER SPEC. 8'-8" FLAT CLG. AFF J 1 J U- _ _ I . -i = HDR AT 7'-4" 111 LAM I a I - - - - - - - - - N FA I LY R M 1 I ) f • � � K$T� HLG, I C7 I Q NOTE: FINISHED WALL FLR. G.T. 4,_0„ 8 8 FLAT CLG. CARPET '-� /''+ CAFE 8'-8" FLAT CLG. � � o 1 TILE1 1 1 _ I AH I O TO BE FLUSH. VERIFY I FIELD. 1 1 �, 0o 1 CARPET `O � 11 _°�__ - I Imo_-� O o FLEX 1 I I 00 j 11 I 8'-8" FLAT CLG. 1 �, I- 11 D.W.I I �5 CARPET Q PANTRY 'C14 101-1 w !h I 1 0 I `" 1> 26,_ „ t 1 11 �_ �� io 4 -6" r F 12'-4j" -. 10 I LU - 2468 r LO 1g 24 24 24 . ------ — ---- 24 165 EEP I ILL O Iz JJ H.B.. 25-SH A n J TYP @ 2 STORY S3 �-�' S6 22'-3" C 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 Cali Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 25 1 S.H. 13 20X38J 184X37} S.H. 14 20 X 501 181 X 50 S.H. 15 20X63 18 X62 S.H. 16 20 X 72 18 } X 71 S.H. 11-12 271/4X26 26X25 S.H. 1H3 271/4X38 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1H5 271X63 26X621/2 S.H. 1H6 27 1 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S, H. 24 37 J X 50 J 36 } X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 } S.H. 33 54 X 38 J 52 } X 37 i S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 } X 62 } S.H. 36 54 X 72 521 X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-131 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. Ed. 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 "D" CA +35.1 / -38.1 ( B ) +35.1_/ -47.0 C +33.5 / -43.8 (E ) +31.4 / -34.4 ( F)+31.4 / -39.6 �G> SEE SN SHEET (.H) SEE SN SHEET ME140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +35.1 / -47.0 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 1113111 FIRST FLOOR LIVING 1793 SECOND FLOOR LIVING 1109 LIVING TOTAL 2902 GARAGE 437 ENTRY 13 TOTAL AREA 3352 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED eh !V O t^V 00 = a o 0: > CX_ Q u ac c5 Q N — ro � cu = _. 2 a: M a N 00 o `,``►OSti:ilgdr dd ch rJo 'ff4'ri�!l36d,►'le�a1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code . Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a W Q o 8 N (0 0 °D .► LL 0) S U. �aN0 LL a a a Y �LLU- Z L c y4� 0 m I� W QC E- ry (p � < cn k z u, , N Z O ULL ❑❑❑ Z W 7 z z ^� W Q d N N i� CD a N -J ra w ij— O - w N �N c „ rt3 �- C) ss C Q Y � ` • & t w M M O � Z C LPL Qz zo >H E E a= 9 I— n7 E U U 0z Z c� L (� W N � UUY N J _ Z z � J O a°0 } 44z W rn y �i 6S• �L N F F„ m � rc it W 05 V 3 � � Ln LO L Q CL F— r :3 Cfl Y U CV MT W .2 m ") L0 +� O C?� I .Q o ILL. N O O) N Q oo N Crj ^ T ui CAM t j o E E Q u) N E 0- U J Q JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 1.1 m 008 N 0 strn�pp} N 1 CM J 4 0 c 3 Q prrJ N �E `o c XI 0 b �3 0 CL :i . o) N N 00 M 0 CL rZ N N n d 9 W N I i I I I I i L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS REQ'D @ END OF LANDING BELOW HDR. BEAM. 0 STANDARD (3) 202 STRINGERS w/ z SIMPSON A35/USPim MP34 CLIP TO Z FLOOR SYSTEM OR LANDING FRAMING (2) 2x HDR. g REQ'D @ END OF w LANDING FOR rwn STRINGERS TO CONNECT TO PLY SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. V-0" MAX LANDING LENGTH 10 , 2'-6" 27'-0" TYP @ 2 STORY 3 3 EXT. WALL TO BE 1 TYP @ CORNERS D2 D2 O 3 2x4 #2 SPF @ 16" D2 U.N.O. - 25- EGRESS H S6 O.C. U.N.O. H1 D2 O I ti I I I I I I LL: I 0o 00 I 1 1 ad 00I ip N o N to ,� �I I 12'-4"1. oLo 1 A O 12'4"I co L. 2'-4' 12'-6" I I I I � =w o? Loci Nw D2 O 22 r- BEDRO M 2 DEEP 4SH12"DE B IDROOM 3 8'-0" FLAT CLG. LINEN 8'-0" FLAT CLG. H1 _ o CARPET _ N 2468 B.F. CARPET I ih 7'�" 5'-0" Cl) 4,_2" 3,4' I 8'-8" "' 6" 2668 2668 I I R OF G. . R&_S_ n FIBERGLASSe� roh� O �' EH17 W.I.C. SUR OUND Q-� am CD ( a 18'-0" FLAT CLG. 10 2" 1I CARPET _ 9 - - 1 1 C? - - - - - I 1 t th 2668-7 �A-C'�Oo TYP @ 2 c 8 7 _ _rn 113 N I STORY - 6 -� 1 4 z - TPJC3 S6 - -- -- - 1 1 5 - TB r� , 2468 BED OOM 4 8'-0" FLAT CLG. ao 4 - - o 5 _ I6_ BA I I 1 Q I CfARPET LID o d D2 3 0`' FL T CL 1 ( mw (nix v L0.: ---� +42" HALF WALL ' T o A O �I D2 - C7 C7 00 O u_ O 0I 16-10" �I 4'-0" T-4" T-10" 12'-0" ROOF G.T. LOFT i. 8'-0" FLAT CLG (D Ac 00 CARPET N 13% 2'-8" 13'-8" Y ip 4 H1 22 r I D2 D1 O `OP I I =w ( u" N wrn N I m 00 as I to °Q o BE I ROOM 5 j 8'- " FLAT CLG. I I I I CARPET I 25- H2 O D2 6 3H 3 � O D2 S6 TYP @ 2 STORY 6'4" 22'-11" 29'-6" Vol THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. STAIR SECTION SCALE: 1 /2"=1'-0" SIN �T CONT. HANDRAIL RETURN TO DETAIL. (:A)�WAENTS L STAIR CALCUTIONS: TOTAL RISE - W-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stair and Rallina General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. 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 more than 3/8 inch. Tread depth: 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 greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '/2 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 projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more 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 continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11 A inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, 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, 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 openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. 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. 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 1d1(:_1dti(: FtF-V 11)1 VO(:AH 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. 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 IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS"" WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20 X 38 J 18 4 X 37 J S.H. 14 20 X 50 J 18 } X 50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1H3 271/4X38J 26x371 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11­16 27JX72 26X711/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 J X 38 J 36 } X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 3811 52 J X 37 i S.H. 34 54 X 50 1 52 J X 50 S.H. 35 54 X 63 52 } X 621 S.H. 36 54 X 72 52 } X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN - ELEV-B1 SCALE: Y4"=1'-0" (',anaral NntPc 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 "D" (A) +35.1/ -38.1 +35.1 / -47.0 �C) +33.5 / -36.5 �D.) +33.5 / -43.8 �E +31.4 / -34.4 +31.4 / -39.6 SEE SN SHEET �H) SEE SN SHEET � Q,Q MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +35.1 / -47.0 WALL LEGEND Ir„1 1111„ 1 I 1 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 "B I11 FIRST FLOOR LIVING 1793 SECOND FLOOR LIVING 1109 LIVING TOTAL 2902 GARAGE 437 ENTRY 13 TOTAL AREA 3352 PATIO 24 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 CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED N N 4, am O o � CL d W .,Q o rr LZ p r�' ar c .. cL C'7 0 CV ° a. ) S1ATE OF :,uv 0:: �!ONA 0% To the beat 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. 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FLR. O Cnrj O o oo T cx- (1) �D C1 < LO TO LO Cr C KITCHEN ISLAND 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 a ROD TUB OR SHWR. w c TOWEL BAR n. ON BATHROOM WALL � SHWR. o VALVES = c DD SOAP � d � - o DISH U o0 I o � o _ 1 I 1 M M TUB BATHROOMS. SHOWERS AND TUBS Ir CLOSETS /LAUNDRY KITCHEN REFL�J� ��� _ KITCHEN i 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 Ir BRACKET 36" H BASE 0 FINISHED CABINETS - � o COUNTER TOP 0 00 �— U- � co `n O 2x r 11? 00 FRAMING 1 /2" GYP c? BOARD — T FIN. FLR. SHELVING Ll CABINETS - 1'-2" Tp O O I M �• I CV CV CV • .FIN. FLR.- _ ILE PLATE) ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" LL ILI e+7 N O N OO O c o � v o � i o C � w N rJ G N � C•r ,� N 3• v _ N �= O c E ti o a LJ 0 M GV O N O d O `��t1t51111ffr"p` 9 m N LO L0 ID 0 ,Sp Q O rh m N O S t�QO J O M i L0 G I O� 13. Q i a E 120 (V ti ti SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS ---_ 1" x 4" SMOOTH TEXTURED TRIM / BAND EF 6" FASCIA (n°P) 8'-0" RIDGE VENT 12 12 5 5 T.O.P. ----- HDR HGT. r--- 11, F1 �� `J EXTERIOR PLASTER ON FRAME ---� 25 SH 25 SH FLASHING 2nd FIN. FLR. , ---- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T.O.M.-------- ---------- - --- F2 HDR HGT. F1 V' - --- -- — ,�-- SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS F4 SPECIFICATIONS q YJ F20 F1 TEXTURED CEMENTITIOUS FINISH ON C.M.U. ---- Lv VI L ------------ — — T_ 11'-0"------------------------------------- gut 1161 I, I- ITIlTi •1 1 • ' �••' FRONT ELEVATION - B1, 1'-0" — EXTERIOR PLASTER ON FRAME �-1" x 12" SMOOTH TEXTURED __TRIM / BAND _�IF1_ _ — SHINGLE OR TILE ROOF PER 12 12 COMMUNITY SPECS - INSTALLED 5� - -� -� - -- 5 PER MANUFACTURERSge- SPECIFICATIONS —� ' 0" RIDGE VENT _ 4' RIDGE VENT F2 F1 25 SH T.O.P. HDRh EXTERIOR C. PLASTER ON FRAME r— FLASHING-----------1---------------------L---------------1 1 ------2nd FIN. FLR., j W / WEEP ------------------------------------------------------------------ F1 T.O.M. ---------------------------------------------------------------------------------------------------------------�}--------FIN LEFT ELEVATION - B1 CP:01 P 11A"=1'_(1" Aco CID - NOTE: • W = 1/2 OPENING DIM. • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH/ SAND FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 1'-7" it NDOW WI H M C. 00 0 tY >_ L a W f � o' c E o fh O N 0 M 4�a4'Isti•taata° o No PE7 a0 • r m STA1i:: Cr 0r •Zty qa rr' tj' ., 0 cj 1 .• yr �°dititfli44 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 - Resldential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 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A N FLR 8'-0" RIDGE VENT 12 -: - -------------------------------------------------- EXTERIOR PLASTER ON FRAME 11 _, - CJ CJ _1 25 SH ----------FLASHING �— CJ / WEEP REAR ELEVATION - 131 SCALE: 1/4"=V-0" -------------------- A1 f111.1P1C \ /C'AIT — — — — — — SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED 74'-0" OFFRIDGE VENT PER MANUFACTURERS SPECIFICATIONS -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1aT—I-- i----------- TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) RIGHT ELEVATION - B1 n=1 r 3'-0" 09.24.21 1 N O N 00 CO 0= > w o _ Q ti c. t c� CMQ >_ Q +✓ C 4 Y c rc o a u 0 M N O N c�epp O ��;il4!ll:f.y CD ♦� �! EE r \ l `s'/ No f 8%lJ IP�r/01{fi4i4311 To the beat 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. t» a g�� d c `� 0 - S LL LA. LL ILL YYn (! 1131 Z § O L ra R O �. ..Sa9— W 0 () LZ 20 Z; ZOLN f7 to Q = O U ❑❑❑ W Z Z E3n- N� M ''_znn pCC NCo ♦� V O W .0 w L 8 = c m a N w S M yo f w z M �p C C 11 ¢ Q q� Z> Q ry Q G w 0 1 - w� OU Z= O EO� tSZ w re C Y Z t z(3) � ��a}c� 3 o O a� JU wz W m Lr o M .01 °d UU 0�O = >LO '^ Y ! Lid � Q co .— (n N m ca .-- 4-J u) cr) I LL (h (r) 00 00 N 0000 N Q cY) j r E M CV)Z '� � Z r E O d m o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 3.2 ■ter ��« •+I�IIli91e,�.Ir�n��•�nrnw� �rt►+,AI• f�rr9I [r'1 ir - - I -- 111r,1qilffvIrlor, P,11irRl1-ml" VARIES 1'-10" 12 CAP = CAP 2" "NOTE: FOAM TO BE USED 1" RADIUS _ ONLY WHEN ^ 3 1/2" RADIUS 1/2" RADIUS Ma 2" REQUIRED BY =,N 1„ = COMMUNITY ^ _ 1'-5 " _v N = SPECS. IF NOT, N 3/4" RADIUS N `D DETAIL TO BE 1" 2" OPENING VARIES 2" 12� " 1" 1" 00 BUILT W/ STUCCO. 1/2" RADIUS 1, 1" o o EDGE OF V-0" a. cl 1' OPENING = VARIES 1,�„ c `� N o 1 VARIES M T 22 1 �„ N T 5 v 1 VARIES 1" 1„ s, r 1 1/2" RADIUS " n: f 4„ 42„ 2„ y 4" 3a" 4„ 2 1/2" RADIUS =• r..''' .'. 1- ^i r. 'Nc;tvN �v '� CD c _ VARIES 12„ 32" 11„ 32„ N � �Iv 3" 2 2" 1" 1" 1"J. BASE BASE Mr< a , • M CV N I I o N� ~ "NOTE: VARIES 8" 2" `*`'�910 FOAM TO BE USED Ci �' ` •�'''` �c ' '�� ONLY WHEN REQUIRED BY = 3 COMMUNITY � iD .• PJ SPECS. IF NOT, _ 11 1" OPENING VARIES 2 1" 1' 4" DETAIL TO BE 2„ 2, T r'-.r. f;1 F ! BUILT W/ STUCCO. 21„ ~� •� &1E EDGE OF 6„ OPENING (iS9.'1S m ' 1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these N -- - — - — drawings comply with the 2020 Flodds Building Code - 4 10" Residential 7th Edition. Engineers signature and seal is only for Ev the structural engineering portions of the drawing pages bearing 10" 6" _ Engineers signature and seal. t� 2�„ a N to c V �? m�J ILL CY)— ov �p --- _ - _ M fn N 4 LL 1 W M � W D_ a� (' �U. JLL o_ So O M _ � all Z N 4 " -- -- £ � O O N " F4�'t iv w w W � z ¢ G ? / N 2 2 ; N �ZQNx m I ii pill OF, - -_ _.-_. Z do 000 rn W N ts 1-1/2" THICK - -----— 31.' C D 0 24" - --- - - - 7 5z, 1-5„ 52„ 7" 54„ 1,�„ 3„ --- - N z 60 IN N cla) C3 U) 4-+ [ C14" 1" 12 VARIES VARIES C.0 LIJ Qp -. _......__ G VARIES VARIES rn 4" 8„ 1 " ��1 r- 3 a z " u 32 - --- Q. = r--------- = cn 6" 4" KEYSTONE F11 � � KEYSTONE F11 00 Q N i (V P1 �OPTIONAL OPTIONAL o K K Dom cD i Rsn co "21'414 Rgdr 3„ z 0, 2 _ 4" GARAGE DR. OPENING 4" LT' a 4" WINDOW OPENING 4" € a � '- NOTE: • INSTALL OVER STONE, TYP. 33 z • FIN. TO HAVE TRADITIONAL_ 3 a a w W VARIE m N F • FOAM/ EPS MATERIAL IS s . : • LOOK &SMOOTH FINISH 53 ACCEPTED =~ Ia $ NOTE: -]Mai �r o W � • FIN. TO HAVE TRADITIONAL LOOK & 1„ 4„ 2„ SMOOTH FINISH is . 1 2" • FOAM/ EPS MATERIAL IS ACCEPTED 5j" V-12„ 5i" > Lo ai 3 -8' 7" iv L m 4„ 3'-0„ 4" --- - Q c� 1 " LO 10" 1,-4„ lot. N 9 v NAT -- - Y Cr Ui 0) CN 04 W j1 LO r -- .. - CD E 41 M �) C0 � rrri Z co ih :- Z O y ` M _..------- -- 0 0 -00 !0 N �V* -- -- d U J Q Q J 1" �'o1 12„ JOB NO: 23-02469 SCALE : AS NOTED lip N o SHEET NO. Uj GENERAL NOTES: a • 1.5 LBS DENSITY STYROFOAM a POLYCOAT (HARD F 1 `r • ACRYLIC SAND FINISH COAT) CD A 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 n 200 amp 150 amp UNDERGROUND lag SERVICE BY POWER CO.---,_ INTERSYSTEM BONDING o TERMINATION PER 71 NEC 17. 250.94 M14 to lights & outlets NEMA 1 00 #12 to appliances and GFI 150 AMP/ 200 AMP 10 010 to WH -� I / I a8 to Range Ma to HVAC 50=2l0 • . -'' i Tie 200=410 in 2" Conduit / 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 GENERAL ELECTRICAL NOTES. 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: 18" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance With the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance With FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FTF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET Lph SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 14 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 e TRACK LIGHT �-� FLUORESCENT LIGHT FIXTURE O EXHAUST FAN 1Q� EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) is 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 a ELECTRIC PANEL _L...1 DISCONNECT SWITCH Q�o 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 RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH of III 1"1Cm 15'-0" 21 ENTRY LIGHT AS PER SPECS SENTRY Q 2n PLUMBING RISER '111 SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER FIRST FLOOR ELECTRICAL PLAN - ELEV-B1 SCALE: %4'=l'-0" CEO.' o N 00 0 CA- v > w 0 o C f0 C.J C7 ,: hl � rWrz CU t d U G ch N 0 N w 0 M `^ No f .• K� � nt A �' r `/C % 1,1111J17ii�i� To the best of the Enginee s knowledge, information antl belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Resldential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W ttrr p N O M N - u` J (0V (� pB fJ rNivJv LL a LU a �a a-�LL� o 0 g 8 0C' m J13 g W CPLu o�p U rn IL Z tti N Z U N Z a OHO W C9 Cq z z z J a- u, N t! ! z ^' +_j cry LL W Jim W m ILS �- u � Q M a� lt I4e " Zi { _ E Z O 0oZO ) H aR E 8 wi oa ~ row wo 3 u Z O E c0 ru li °z ap Orcd a z N t �w C yY z w Z� m J a ° az w z W m 0? R Z a Ou 0 c O = jLO LO rn Um W co CD Cr Y T C N m m Ln a O cola ce O 00 LO 00 N oNo N Q M ^ r ci E CO � M M z Z E O n E U _j Q p c JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. 4.1 ' �1�•17ra� TiT7�'I�� " I i .. i � .i � .*t�!i� . r eT'Y! Tr' '� Rr ELECTRICAL SPECIFICATION 150A/2 DOOR NENTTERER LC PANEL C NOTES: 01 #14 to lights & outlets NEMA 1 00 #12 to appliances and GFI ELECTRICAL CONTRACTOR 2OAMP 200 AMP 01 #1010 WH MUST VERIFY WITH THE 01 #8 to Range SPECIFICATIONS FOR THE TYPE 0 #6 to HVAC OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. 50=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND isconn t SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4GROUNDINGWIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSULIL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped With a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13, Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would Include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET ® 17'DUPLEX SPECIAL PURPOSE OUTLET OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) }-� 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 ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 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. l— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L------------------------------------------------------ SECOND FLOOR ELECTRICAL PLAN - ELEV-Bl SCALE: Y4"=1'-0" CV O !'V ao O Ql� 0— o cu a Q a w 0 U OL„ J N ro O it j- r N 2 o a u 0 0 CV 00 0 CM S •� �; No F' ;r7'i Q 7- 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 Engineers signature and seal. Q O �E 8 NCO ! Ny N �QC�LL Q a Y U o 13Z LL u- 40 (X 0 W � d Z n J c1h C; Z Z co zIL i to o6 ❑❑❑ W Z iv M a 13 Cl W fa C/� 'd W F5 8 /� N in rJ >� W J � 8 _ CJ'o _ • N o � w � ui 0 � oLLz® a r ru Y— n7 2; 20 �0 Sj O &0 0 o Z du f d n �Q KWW CB M m2 J �tl W T a N Jz s o v w zl2 a � o c C)= 0 Lo �O ' ^ Y , °' Of Q 0 C m L O `z �-•+ O �I LL N o 00 LO 00 CV Q 0000 N M r CD M M ° Z E C) `m d Fa • • U J n7 .�.. Q 0 C J JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. 4.2 0 cD Ili 85 0 tL to ATTIC VENTILATION CALCULATIONS - B1 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule Ridge 1/300 Rule Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) -- - -- Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SO. IN. of by Upper SQ. IN. of of ventilation to Ventilators ventilation vented be provided of vented IN. of SQ. IN. of SQ. IN. of ) (See Elev required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.0 0.0 Floor 4 4 1 2 0 1 0.0 0.0 __ 0.0 (Zone 1) Upper 4.0 2.0 Floor 1080 1037 148 518 37 259 336.0 (Zone 2) 60.0 276.0 Upper 20.0 0.0 Floor 1172 1125 161 563 40 281 _ .... 300.0 300.0 (Zone 3) 0.0 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ZONE-1 ATTIC SPACE 4 SQ. FT. ROOF PLAN - ELEV-Bl. SCALE: 14"=1'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN"" (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO, IN. OF NET FREE AREA / SO. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. "If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. -Formula: (Sq. Ft. Soffit Needed) x 7 - (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) c+7 O CV 00 O clz CL C v d a Q � W o J b Ll v M CN O CV CS ``Ctilttt!!r/// o �� ''. • NO , -4r O : n. , To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q E 8 g 8 N m J Q LL LL I» Vi rnnr-r LL W d a a yC140 „r LL LL Z LL O _ 0 W N r_D o' W Q cn °' ¢ J CS W LLW J U� z Z C) V ❑❑❑ W Z gNQ� Z �p z U Z. J N (h z � Ch W C .0 Q O- i w V) �N C = CR w � < as JL N � tt W ZZZ W � !G E ZZ Q ki fl O � lJ oa F-� <� o0 � � � z Z I_ �z S wz L Vi C C �z >Y ZU m0 Ou Z Z N O > 2 Z O > N W vz� �3 ,F O �O x Oy OC i j , ^ Y + ' ^ L• / w O1 CL I a F— L. T Y Vy. U T C (n N m m V) r Q O0)1 W - v ch O 00 LO 00 04 Q CNO N M r N E T M Ch z E O H IV ` a E U w Q p °i JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 5 C d A TYP @ 1 S3 STORY 2'-6" x 2'-6" x 1'-0" W/ (3) #5's E.W. J TYP @ 2 LO( S6 STORY BUI FY METER kTION WITH f H.B. Q ■ •...............•..... .... ... • ..........• ......... • .. ■ ■ ■ ■ ■ c� Epp- _ ELECTRICAL N—O -- ANEL ■--F-_—M I? --_�ri� + IT-VE44F�06A I —I— I 0 (2) #5 REBAR p I VERTICALS w/ in 0,-0" I I I I. FILLED CELL I Ak I ; 21'-22' 2 STORY K I`n 4 5� : S15-64' I GG CJ I CJ o :: S3 s I I • ��oo CJ o Fo o_ 60 olit TYP @ 11-t- STORY I + I — PT. ii O OO co A + I W : -3 1/2" SLOPE —� PLUMBING LINE I • • I I 4 I TO SECOND I } I o I I FLOOR INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM W/ I } OPT. DI a0 #5 REBAR (1) #5 REBAR VERT ABOVE SLAB TYP .. @ ALL PLACES SHOWN HOOKED FTG. I I I W/O UPLIFT VERTICALS w/ in V o I I G DOWELS 5" EMBED W/ 25" EAT. S3 I : ; CC FILLED CELL6t ABOVE SLAB "GRADE 40 STEEL" GG I S3 2'-6" x 2'-6" x 1'-0" I '- co I I I c S3 I W/ (3) #5's E.W. ■ I J ............... ''''.. '.'.'.'.'.'.'. '.'. .'. '. I —I.'.'.'.'.'.'.-.••.•..•... — — . SIN N ■ ■ .'.'.'.'.'.'.'. ■ I —_s --- ----- ■ C � PROVIDEY2"x9Y2" f--- -4" -1 I 27 -24 7'-74' 19'-22 RECESS FOR FRT. DOOR I 2'-6° Gsb 9 N S3 I Q� 2'-6" x 2'-6" x 1'-0" W/ (3) #5's E.W. I SLOP M �' °) iD to I M 10'42, 2'-3a' 3,-4I 9 _ „ SE COPE `-- S3 KITCHEN ISLAND LOW I WALLS - PROVIDE 1 Y" RECESS TOP OF CONC./ PAVER TO BE 4" ; ■ _. _. BELOW FIN. FLR. �2 1 �.... ■ e--�7 + t� _ ■ : I FOR SGD. REFER TO I N 19 _ - T ,,; STUB UP TO � — --'� N T MASON'S SLOPE FOR ISLAND -! t`� ■ I WIDTH I I I 1 N - _ -� 1y ' _ _ _ _ _ _ _ AHU CJ I CJ t ,.. 2ND FLOOR ■ I.. — FOR A/C CJ rn 4'-0" CJ e_ 10 — — — — — — — — �' f — — I — — — — — M t r' I N ( ■: J_jl D.W. I +t ::::::�: �`� :■ I ' _ _ _ HVAC CHASE ,--- _ - ,- ,-' .. �0'-0" I M r- Cl)U BASED ON I LOCATION r°0 l3-1/2" I r- ro •- r MIN 3000 PSI CONC. SLAB FOR a� 18„ I 23' 3$ HERNANDO COUNTY ONLY ACo 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 I - . . : ■ MIL VISQUEEN VAPOR BARRIER °O :: D A/C PAD ICP --------- — --------I-- -- — I---- -- -- --------� 'v ■...................� ........... ..... .........:» . ...... : :. :... .:... .............................■ 4'-11" 2' q TYP @ 1 S3 STORY L 2'-6" x 2'-6" x 1' " W/ (3) #5's E.W '-5" 4'-0" 3-4- 1 -STORY 2-STORY FOOTING T, FOOTING J TYP @2 S6 STORY no Kalb -4" FOUNDATION PLAN - ELEV-B1 SCALE: Y4'=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN ED ED J a) CONTROL JOINT DETAIL SCALE: 3/4" =1'-0" •L: L.�. is . 45 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. -Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" �a C O CL Q Q > "a V1 � LL Ci_ a T CL, 4^ •6 'J p i CGS 4� 5 Gam' !C Ti CL. U 0 M N 0 GV 00 0 M ✓!r�'!�e ��� e�``�'` G P i PJo PE78 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M p N �pjh LQF C to w # 7 j LL U')N ~O '�, V;l W a MLL a Y 0�_� LL p m 7 x W '0rON Co o K Z IL N Lu Cl)Z Q N 0Ov Z ❑00 W M pop z W z - U) V) a - N M z C.� .0 o e �• Ow $ ��y U') N U w V U • c �Q Q 0 N Ol r o J � W z M 2 �3 U- E E zo >� E= U w ? z® o a. E �0z 7U ZE� IV two i w z (n0 C U Z (D ° �Z o W � LLLL NZ _P: � zlaTU 0 C O124 i L LO c, B QcC0 L T CID C) N m 00 T ) U) Q O 0) C� v ce U- O 0) 00 04 LO 00 CN Q 0004 N M n T N M M Z m TT O N M c E .� p C a U JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 6 STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) i PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUS r FLOOR TRUSS 24) CONT. RIBBON W/ 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d \ j / NAILS @ EA. END - SEE PLAN TRUSS BRG. • . ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING rFCO3 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 1'-0" RSH ENCLADDING WIND PRESSURES AND SUCTIONS FORM AN ROOF GINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE OHEIGHT:5 5 ft MPONENTS D /IND SPEED (ULTIMATE) 140.0 MPH /IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n I 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -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: 3/16" EXP. 1 (24/16) or 1%2" EXP. 1 (31/15) TILE: 1%32" EXP. 1 (33�16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O 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 1 112" 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 1 112" 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 5l8" ANCH. / (26) 1 0dx1 -1 /2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD38 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 21/2" 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) 114" 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 1 (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 160 SINKERS (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1 1010 1 605 1 12 -10d I SPT24 1 1090 1 1 12 -10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 20 10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS — ROOF = L / 360 FLOOR = L / 480 M 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD Q EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('")• INTERSECTING POINT TO BE FASTENED WITH 2.16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 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) Xt OR 2 PLY :ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR/ROOF FRAMING PLAN — ELEV—B1 SCALE: 14"=1'-0" 1 1 e+11 CV C= CV 00 C= Cx q, .� k -. -- a: ti o ti Q Cy, v r'M N 0 N 00 0 i "•11i"S6A;•w o S. p , 10 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 Edifion. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W E $ N o ^� 0 �W # ii J Co N lL " �Mv� L-,° a: a 103a a q u- ry a z O 2 2°i oI IC W t L, C, G m j U z cp 4 () w N .. Z V �^ Z C (_) 0 0 ❑ W ZE Z ,+ d � N z N ,nn V L Lll �V �. 0 w rt� G (v � Ep U c Q � o, • o J w chi M = ° s IJi C C w a WLL Z n <R 8 tr oa ry E 3Q a0 UO �U & ZO r6 a° ww co c P� C az �a N mo �LL z z < m N - W 8 ° <1� o z V 1 z �F O C O 121) ' ^ y + I� LO LO CD Iz co CD G j Y 1M U) N W m L1 ^ T Q 0 Cn - rn M O 00 CV Q 0000 N M n T N E M ch z z r-- E C)c a 0 Q p JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. 7.1 RSHENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND 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 (Sr) FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (2%6) or 15/2" EXP. 1 (3Y,6) TILE: 1V32" EXP. 1 (3�/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN'Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-0310d (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. ­1 in% m rn o°g N CIT C) 4 0 m N �p 8 J C» 0 M 1 c Q N N E H N a� N N oho 5 a r7 CV rN M N W a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p 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 1 112" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 1 518" 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 wl SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY GT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY rLUGT2 V (2) LGT2 4060-M 3770-F 3500-M 3240-F WN ( 16D SINKERS 3100-M 4520-F 3100-M 3800-F `N/ (32) 16D SINKERS & _ (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HITS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 112" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1010 1 605 1 12 -10d SPT24 1090 12 -10d HCP2 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 570 20 10d x 1-1/2" * MINIMUM 3" MEMBER "* REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("'). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 9-0" 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 u SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B1 SCALE: 14"=1'-0" N 0 CV Go O c C>C Cl- E! �' O 6 CL C !G C-i N N � a 47 14 ~ M 0 N 1 M ,6 0 t_ 1p r-7r,50 w To the best of the Engineers knowledge, information and belief, the structural plans and spedncations contained within these drawings comply with the 2020 Florida Building Code - Residentiel 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � E. Q EE 8 N N UQ1 N W ` 0 # LL h 4 O V, LL �LLLL wa o Z r cgo °' d g�COLo WmC � CO LU W Z M Z y �n VZ N V=•• OL5 ❑0❑ W � Z M z z Q & V) 2 N -- N Z O w $ �I�I^ v ' Ly N 7 W i U • w z J IL E �o W a �W r^ a o Q O 8 zO o a E Oq zoa CO a> t ti mo �_�zz z 41 �o ° rW a Z 2 ao �Z �_ O =R o 2O � > Lo In m _ Q 0 /�^11 G r U) o N m ca V) r Q 0 N � v M O 04 000 00 N Q 000404 M n r hico r- M M Z Z� T E c ci d U Q p 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. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 •O Safe verticalload-- Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS ul Z! Is :01 MEN a N 8F44 1B/1T8F401B/1T 8RF400B/1T 8F321B/1T FORM do GROUT SOLID c� w �U O #5 BAR CONT. 8F12-1 B/1T V' LINTEL DETAIL SCALE = N.T.S. ==I ME =Elm Ems= 3� M: I Y IUIV UEDWI #S(1)REBAR IN. AT CI'D (1) REQ'D ALTERNATE POWERS F =FILLED WITH FILLED H GROUT /U=UNFILLED LEAR STEEL LINTEL a • R = RECESSED ­11 QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY d ' ,M,U• #5 REBAR AT TOP ia' a MIN. (1) REQ'D 1-1/2" CLEAR '. 8 F 16- B/ 1 T �o GROUT x tNOMINA QUANTITY OF 5 REBAR AT = v_, w C.M.U. WIDTH #5 REBAR AT BOTTOM OF a W TOP LINTEL CAVITY rgr U OF O NOMINAL-o -BOTTOM o' X HEIGHT REINFORCING a a 7.518"ACTUAL PROVIDED IN O LL a m 8" NOMINAL WIDTH LINTEL dz O 3 ` 5 REBAR AT BOTTC (VARIES) c~n cur,R n AS INDICATED MATERIALS-16 GAUGE POWERS cT-T precast 11mels = mw psi. STEEL BOXED LINTEL 2. fc prestressed lintels - 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. S. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 60. 6. Reber per ASTM A61Grade 1. Refer to manufacturer s specifications for installation. A416 grade Prestressing strand per ASTM A 2. Contractor to provide proper protection of lintel to prevent rusting. 7, 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 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 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 applying the cementkluos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 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 J 4'-6" LL (�D MIN. 1'-4" LL r1E) 6'-6" LL -10" LL LINTEL PLAN - ELEV-131 SCALE: %4"=1'-0" c*� N 0 N OO O O W r= • n r.i c� Cn N Co o to � �.1 ..0 � Q N c E a, cr+ _ M 0 N _o M o ,�,yttiillt+f��J .0'����'.E•NS 61 �� • ND P ko To the best of the Engineer's knowledge, information and belief, the structural plans antl apedfMsdons 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. Av d Do) 0 % LL J rj N CD LL a a �LLu- a Y Z _ Z g_ W.N<O WGo e C Lu Q J d 04 a6 rn _ J Z Z N 5 Z 0 y V' Z O U ❑❑❑ F_ W 0 Z N Z Z n a $ 13 W V) a i� 27 4 .O w VN w U O w z a u rg" E 2 0 9 Q pZ e O cc�� E o �� a w° Z "' rp �i Wz mo yx <z °o qa o V W r 3 NW j(ac' 3 0 `p 2 > LnLO L .-� I- r r C T V , ., N m LO T U) a LM 0 00 04 LO 00 N Q N Cl) 00 n T M M o Z � T E 0 rri ayi Z 1O c a E U _j y a o _J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 8 3 -o m N Iv R J C1 I N x m O i LO J� rn Q N N I E `c C� 0 Lz N N M a a 0 M hi LAJ 22 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY If AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 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. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 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'$ ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1 • LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1, 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3- 2" y2„ y4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND T' 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 11.0. 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 WI 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 = 46Ks1 HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ",10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL THE 0 ET F CONCRETE,SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE S WITH THE DESIGN PLANS, U.N,O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 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 I 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 provid6d. 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. Irri tion/s rink) r m i I din II risers n 3 ga s�ste • s nc u gt a sers and spray hea s sha I n t be Installed wi hin 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC R R318.1.1 - Initial treatment shall be done after all excavation and back ,,I is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rpinf II occurs before vapor retarder placement, retreatment is require 9. FBC-R R318.1.5 - ncrete oker and mortar along the foundation perimeter must be removed ore extenorps°oitreatment. 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, includinglandscapingand 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 F FLORIDA DESIGN PRIOR TO THE COMMENCEMENT F THE ATTENTION0 LOSOLUTIONS, INC.I C 0 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: ALL HEADERS , , BEAMS, EC ARE TO S T YP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N 0 N 00 CL_ '' o a- - � w 0 0 •¢ oa ��° QJ 0 L- s w v r_ E lr U d U a CI), N 0 N co 0 0 rdpp�F�� ``,tellStl •�� 1`40 8"_0.�•� * ,tit• `j�iB7lG�ttittS 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. fA 11- Lo E 0 y u LL �rNiv� W o Lu 52 LL ILL z _ _ 2 Co Lu W00 04 7" LL Cl)Z = Z N y a 00 00 W U z z s v N - z M U 1 l N LL w U 0 w s Cy N w m ® I C Y � cm <1 oz 4 z a _.j U_ 2O o YN <2 p EEE z® FT (6 M o zo� �o w o ZQE go aW Y o� Zr Z �I3 �z $ g o W �� NW m o w� 7F �o Mill M 0. a= O 129 LO Q 0 CD Im m Lip rnl LL M04 O 00 CV Q 0000 N ch j T cp M M m ? T Z Z 0 a a 0 _j ¢ o 3 JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SN m c04 N L0 12 q c�r 0 M i m I chi rn 0 I N r� C9 a r� 0 E i 0 U, i a z Y i J N N 0 N N W a 3 a THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN 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 0 0 0 5'-Orr If 10 STUB -OUT FOR 11 0 o a GAS METER _ o 0 0 H i;V • 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. 7'-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. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x P - 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 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) x Filler blocking 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. FILL CELL STD. 90° HOOK BOND BEAM SIMPSON MGT _ w/(22)10d w NAILS TYP. GIRDER TRUSS STD. 90° CONT. #5 BAR -, I HOOK �11 BAR r 2X TOP PLATE -11 #5 CONT. FROM ON TOUHIG 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 CONNECTIONTJI TO BE CUT TO ALLOW r r f 1 FOR BLOCKING/TJI " '--MASONRY WALL OR l INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. mall a 2" min. 2" max.) gap 4" max. Web Stiffener Fastener Schedule 7- - Joist BearingLocation V Series I Depth End Intermediate A 2-8d 2-8d — ..- BCI5000s 11-7/8 2-8d 3-8d _ 2-8d 5-8 Clinch nails _--i 9-1/2" 2-8d 2-8d_ when BCI 6000s®' 11-7/8" 2-8d ! 3-8d possible ����- - - ._ = 5-Sri BCI 6500s®I_ _ 14 i 2-8d , y 47/81 6" 2-8d 6-8d ' 2-8d 3-8d -- BCI60s®" i 2-8d _5-8d Tight fit ----_ \ 16" i -2-8d_ -_ 6-8d 2x4/PI /OSB web stiffener 2" min. ® 1114" , 3-16d 3-16d _ y1N00d 1 BCI 90s _ 14" 5-16d ; 5-16d required when indicated or 4" max. 16" j 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. 5/81 THRU BOLT I.0 SIMPS( w/(22)• NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS 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 BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1goo plf max. along bearing wall TYPICAL SIMPSON META12 / TYPICAL SIMPSON MTS BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing META 12 TSS INSTALLATION / HTS INSTALLATION ' Load brwalIsriwhen load bearing - for lateral support when joists Vertical load transfer =1900 plf max along load bearing wall•meet over wall, or wall stacks directl over wall or Load bearing wall must stack �"j beam below y =1, Load bearing wall must stack over over squash=20 blocks andNon-stacking walls *<blocking and wall or beam below.* wall or beam below.require additional Joist consideration. CheckWhen joists meet over wall, provide local building I -Joist can be offset 13/4" minimum bearing for each.code for appropriate PLUMBING LINE details in One 10d box up to 3 to avoid ` %..T, vertical plumbing TOP (2) #5's x 4'-0" areas=20 of high or=20 sinkerL �':.: '�� lateral load. nail each side % 1> " 3" max CENTERED @ PIPE PVC OR SCH40 SLEEVE =.. at bearing. is%PENETRATION F = = ' -'' JOISTS OFFSET A/C CHASE 4" PVC - PENETRATION is -' L... � �..., •....; . T� N.T.S. SLEEVE THRU STEM WALL a a a Provide adequate bearing _ _ for each la joist. Use 10dx3" nails at 6"o.c. for all joist .• rT Tr - ° ° d a a 1= PPS i blocking panel *Non -stacking walls -�_-� I Squash block 10d nails require additional consideration.-T' SECTION INT. BRG. WALL �_=T I =�i 1� 1_ FINI i GRADE (2x4 minimum) 1T - - Bearing wall, Versa -Lam LVL or fTT=TTT�fT1=�- N.T.S. _ 1 � . M II �-1 r-) GlulamBeam ®���I;? 1,TIWT� R��1 1�1,T,1�1T MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 17-72 :r} rl 6"" A 1Y" ROUND HOLE MAY In 6" 6 BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" DO NOT CUT HOLES LARGER THAN ROUND IN CANTILEVERS. ��i!.M'i�F�iC lM14Pa Y�'�n '�i.•n.+C^�i y Sid Any 16' joist Span (it) � �"/�!.���'f.�t^�������' ��y�4��F��'•4.SS�� ��_ 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. 1Y 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. Backer block (12" wide min.) Nail with 10-10d nails. �, Install tight to top flange. Joist hanger Filler block. \ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /1/4" 2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be fight 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 - J requirements ill 0.6XJOist depth o P 'p 'I-; ✓' col I -JOISTS BUCKETS N.T.S. SLEEVE THRU STEM) SEE PLAN FOR--'•• • .. • • FOUNDATION INFO ' q • a • STEM FOUNDATION I - GRADE r-REINF. SEE PLAN • C A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. PYIP1r \ /f—P9Tl^ A 1 TI NMI 1 rw 1r% TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE Z \- • - • J d /.y 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 -4 d -- °° ° °v L yplli 4 d -1 I I- �_ — I —III— a SEE FND. PLN. SIZE & REINF. M N cj N aD 0 Q c tD C._7 N -ACM . 14 C7 ' W �} ,, C f6 ry• , s .CJ !1_ J 8 C1 O N 0 0 ,�gl!)9ir;yt!f No PEiu' 0 �, ,'•<0Rt 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. 9) W Q �y � Q N 5? 1n 0 fi r O LL rA '1�v yn1� u W ' W °' a LL a LL Z Z §F4 M C W 0 'm r- f0 r. W J in20F, J � Z us z - N Z p W Z N C ❑❑❑ W z z Q $ a� U) l^/1, z W LL 4- c,, V) w Julk c w r— E � 8 Imo' U as c iB o W � � J � E �o WLL Zn an QE E N U I— r60 ¢0 z© wir 00 zQ c� E g8 ai a? Wdo tt� COr- j yaw °& Zm� JZZ < • � a W zy o W2 o� rco M Ind � r sU s' C Lo L / or cM QLOJ Y CN m m LO T � MI LL M O 00 (V Q Co N M T- T E CC o M co C cc Z T E iri iv Z f0 c c a E U 0 v a3 Q p c JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SN 1 3 M 00 N to J N 0 N m N Iu Zi �Q to I N tf 0 C 4 i E 0 0 0 .9 0 a c� N N CO M 0 0 a N N S W }m tR ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 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 V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 I r I �-1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE.Zt TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & •1=i HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3- *8 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER n ° SHINGLE ROOF, SHINGLES TO e BE IN ACCORDANCE w/ ASTM - I D7158-CLASS G or H, or ASTM T D3161-CLASS F, IN ACCORDANCE w/ TABLE — R905.2.6.1, FLORIDA BUILDING I. I CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" 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 -8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD WL 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 cn AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W! 6X6 t1 NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c= _ ° 1 0 Z M 0 6 MIL VAPOR BARRIER I D • COMP. SOIL. e '- (COMPACTED TO 95% — MODIFIED PROCTOR — ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK SEE 4" 1'-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERSO.H.D. RECESS z SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW ) GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARA( I GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1 "x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY W/ (10)10d NAILS `� 2x P.T. PLATE TYP. ASSUMED FINISHED '4_ GRADE MONO OR STEMWALL z FOOTING MONO SHOWN FOR CLARITY oo z_ NOTE: "FOR BEARING WALL C4 W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH 4" e ° e � a SCALE:3/4"=1'-0" S3 GRADE 114 #51REBAR w! OPT. 'REEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT N M SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T,S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" 0/C FIELD. —�r 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D, FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3!8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) CI C\/ �� ��� (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" -3 1/2" MIN. Ir e' ;0 o e e • � �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH — BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR V GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"°016" PLATE WASHER (TYP.) - (ALT: 1/2"xl2" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS (,-31/2"MIN. r non 1:► 311i�11 .lL'-mil �IIr11`�11�11�111�`111�"J���I� =�I,�--'.l�_a ��� • 1 QGS• SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�111p6 s INSULATION PER FBC AND ENERGY,GONo�N FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3116" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 1/2"(min.)44V 6 x 6 Wl A x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP (24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR —_ PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR N - n > . > z GRADE 40 MIN. Fp 40ksi #3 & #4 LAP SPLICE f A co p. FINISH GRADE °O [GRADE 60 MIN. Fy= 00ksi] 25"MIN. LAP [30" MIN. LAP] R °P 6 MIL VAPOR BARRIER > s ° R 1 7/8" —� #5 REINFORCING BAR - — T #5 LAP SPLICE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" �CONT. BEAD SEALAN a INTERIOR a. a. -31 " CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB .m e C9 EE- - — M 6 MIL VAPOR __— BARRIER 4�14"1 INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=l'-0" ,/r TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS �2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH NMIP _ of 111111 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 W IL U e. LU 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE E REBAR DETAILS F S3 SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. "" FOR TRUSS SEE PLAN FOR CONNECTION INFO "& LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL :- BEAM SIZE & CONNECTION INFO 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E !6, 6x6W1.4xW1.4 ' WWF OR FIBERMESH K, e K S3 I I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE E j w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o CONNECTION INFO. SECURE 2 4 P T BTM PLATE SEE DETAIL 16/D1 FOR x w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL "'li AT 8" O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS z SQUARE CMU BLOCK BASE, w SIZE VARIES PER PLAN a ; w/ MIN. (2) #5 VERTICALS > w FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) 0 w fn BRICK PAVERS or B PER r" / COMMUNITY SPECS 0-0 FIN. FLR.jk •. i SEE F UNOATION . CONC. PAD INFO. :... . TAPERED COLUMN FRAMING CD12 SCALE: 3/4" - 1'-0" (2) #5 CONT._'=I I ON 3" CHAIRS 8" 1'41 (TYP.) 1/2 (min')- 4" CC S3 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#) 6x6WlAxW1.4 N _ WWF OR FIBERMESH r, E ° o — - Q 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'-0" S3 VARIES 1 1/2" RECESS FOR I WWF OR FIBERMESH S.G.D.(U.N.O.) I SEE A/S3/J/S6 g" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. /�` SLAB STEP & RECESS aC� S.G.D. M SCALE:3/4"=1'-0" S3 MASONRY WALL AND — PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD d. CONT. FOOTING STEEL MAT REINFORCING. ' M GRADE w z= • w I- 'a.Ww z Sow= _Z ��� FOOTING BEYOND PAD REINFORCEMENT—/3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 N O N ao o O CL. 0 o ,¢ > 4 J o _ ^' C__. TC U � U -2 4 a. 0 fV 6 0 i N` `, I % F ,,h, ._ �S!•., f ' 1, t�., ��. ..' .� 1.t1 To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings Comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. FW Q EE �p 8 Q N$ ry W a V ., do TI�i O on Cn � el LU -64 1•N) Q d a m U. li ei z LL Z 9 - -6 o 0S W LZ w 2 N z Ov = °� 0 N U rq F o U ❑❑❑ W z � z � Q n- Co O w s /LnLn C w a 1001> LC 41 a Y o w w z E E Wz U Wz `ate zo ❑a F-- t'O a s -0 wo u oz z ~ = WZ -,' to Cn c c 0� m oLL z �o <b } z no LL 5� W C> �w M v oQ o3 0 �O = L.L j L0 yr CD T_ (0 Y Cr U) N m 16- Lid T < � O I o ch 00 LO 00 N Q oN0 N M ^ T c co M M E 1p T N Z E E O (I o U Q p JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. S3 (MONO) dd I, 1-. 1a - s.. -- - I _ ,—.. __.lam_ (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6/2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION -� SCREW OFF CAP (3" DIA.)�At— 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" 17 SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK - ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)1 Od @ 8" O.C. TO EACH HEADER FACE 2 x6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (TYpj 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)1Od (3)1Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID INT EVERY OTHER F.--.�—STUDW/(3)10dNAILS��O 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)1Od NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE\,--nOOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� ,CE OF BLOCK WALL IS 2 1/4 TO DRAIN Ct DOOR OPENING - - ❑ DOOR OPENING EXTERIOR ❑ WALL CLEAN -OUT rA WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑A ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 ■■STD, gd•. THAN 6'-O"WIDE (U.N.O. ON OPENING FILLED CELL W/ (1) #5 VERTICAL 1!_■. ■_ ���CONT.OPENINGSGREATER I�I Mill, I1I��i NOTES: 1Q 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 PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'4- IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD_\ 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J T 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 MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB /--8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERAL NOTES �� `\ GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD �\` i CONNECTION ASSEMBLY FOR DRAINAGE �� GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. ° SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. Tjly� S�cF �Oh, N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 1Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1Od NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -q VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE ,OOR VVVrI I f\/'11.r\ 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) 1 (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 1—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE ' 2x STUDS TYP. OD �R SIMPSON HTT4 TYP. Op FN�NG U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10' 'J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 - P•) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS OCKING W/ 2-16d TOE NAILS FBLEACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD g 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ O.C. MOISTURE BARRIER ROOF TRUSS A SEE A/S3 FOR ED12" STAGGERED FROM BOT. UPLIFT CONNECTOR SEE INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE)3 1 AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL- W/ STD. 90* HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 4,9", SPLICE STAGGERED MiIV Od @ 8" O/C ATTACH ALL J 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 C SIMPSON SP4 3P2 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) > (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE 2X BLOCKING INTO (2) 16d TOE NAILS TRANSOM 1Od NAILS @ 6" EA. BLOCKING TRANSOM FRAMING FRAMING STAGGERED 2X P.T. SEE SECTION J/SS PLATE AND K/SS FOR 2X8 WALL ABOVE - ADDITIONAL DETAILS SIMPSON ENTRY SP1 • K.O. BLOCK W/(1) -J-BOLTS @ 24" O.C. #5 CONT. & SIMPSON SIMPSON M' FILLED RECESS SP4 SP4 - LINTEL 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. 2X8 P.T. BOTTOM P ATE C, MASONRY WALL 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) C SP4 SP2 SIMPSON SP4 1Old NAILS @ 4" STAGGERED A 10d NAILS @ 6" O.C. NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS S MPSON SP4 LINTEL I ri -PLYWOOD FASTENED TO TRUSSE WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES O E SHEATHING & 8" O/C FIELD S4 o • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) o SHEATHING • SIMPSON SP2 w/ (12) 1Od NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. o 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 R REV. 06.24.22 SCALE: N.T.S. S4 e+11 CV C= C'V 00 _� O a Of Q 0 «. t- U Q. v1 CV to � d1 .,q E! ILI M 0 N 00 a 1,j�,11�9.lfci ll:��l O .��C fro 3 Y; S T, :• �) Ov. v: 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. fn H a o E N N N 8 0 rrd �NCD Op a LL a LIJ a U. JLLa r; Z 0 Z — fl O> O M i r`m o 0 Ix 'ry (O m � Q W N 12-rn d z W 11L M JWW Z � � = C,4 OU ❑❑❑ W z N z z� v0 a--+ � u, ry •U O W 8Amm N t/1 c d fQ I— ® U W yE� S >� c w M b0 � LzL d J E y¢ o° �p 0 ,C C231 EXV Z­ a Yo aw vo C ? Y ° o z 4�i Z-g m Ys, Qi J NO <w �Z O ab <o � 3 Qo m N� rG o J Y w� aI� b000 IIIIIIIIIII� � ola U �c I C:) Ln LO Lid °' Q M CL CTO CO Y s V Q a-+ O to c`v M _ LL O 00 N 00 N Q 0000 N M C r E '— M (h Z f0 z E O i6 m M M a o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S4 J 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 BLOCKING 2x4'T' BLOCKING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING @ 48" O.C. 16d NAIL FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, AND FASTENERS. (MIN, FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) BRACE SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ FOR DETAIL UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS MAX, 9" UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS0d MAXM 9„ A1" TTACHED W/ NAILS @ 4" SCHEDULE SHEATHING (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, O.C. TYPICAL 11.4 SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 GABLE TRUSS WEB 45° ± SEESTRUCTURAL 45•± DETAIL DOUBLE "L" BRACING DETAIL 5 NOTES AND NAILING 2"x4" CROSS BRACE SCALE: N.T.S. S5 2x4 CR0 BRACE SCHEDULE FOR APPROX. 8" FROM 2x4 "T" BLOCKING APPROX. 8" FROM SHEATHING DETAIL 2x8 SYP#2 "L" BRACE TO 2x4 KICKER RIDGE FASTENED AT � RIDGE FASTENED AT @ 8 0 0/C. o EXTEND AT LEAST 90 /o OF DOUBLE TOP PLATE EACH JOINT w/ (3)10d 2x4 BLOCKING @ EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" &(2) 10dTOE NAILS @ 48" O.C. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND "L" 16d NAIL EA. END 48" O.C. @ LENGTH SEE TABLE ( ) RIDGE FASTENED AT EACH JOINT w/ 3 10d & (2)10d () (NOT REQ'D WHEN / AT LEAST 90% OF WEB BRACE ATTACHED 2x8 P.T. GABLE TRUSS EACH JOINT w/ 3 10d & () SIMPSON H2.5A w/ (10) 8d TOE NAILS @ EA. END GABLE IS 4'-1" OR LENGTH (SEE TABLE) W/ 10d NAILS @ 4" O.C. SILL �� 1/2 CDX PLYWOOD OR (2)10d TOE NAILS @ EA. FROM LEDGER TO BLOCKING 2x FRAME WALL SEE WALL SHORTER) GABLE TRUSS TYPICAL 7/16" OSB SHEATHING END GYPSUM WALL BOARD GABLE TRUSS SECTION FOR SIZE & SPACING ) 2x4 PANEL BLOCKING �� 48 O/C FOR THE 1/2" CDX PLYWOOD OR GABLE TRUSS WEB ATTACHED W/ 10d " �� 1/2 CDX PLYWOOD 7116 @ (2) 16d 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" T OSB SHEATHING ATTACHED FIRST (4) ROWS OF � X NAILS ATTACHED w/ 10d NAILS „ „ SINGLE L BRACING DETAIL s AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ TOENAILS OSB SHEATHING ATTACHED @ n W/ 10d NAILS 6 O.C. EDGES TRUSSES FROM EA. �� @ 6" O.C. EDGES AND 12" S5 10dX3" @ 3" O/C (2)16d „ " 2x4 LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6 O.C. AND 12 O.C. FIELD END TYP. TOP & BOTTOM ATTACHED O.C. FIELD SCALE: N.T.S.MU DIAPHRAGM THROUGH CHORD EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) (2)16d NAILS W/ (2) 16d TOENAILS 2x4'T" ON TOP OF PANEL 2x4'T" ON TOP OF PANEL BLOCKING, INTO 2"x6" P.T. PLATE 2"x6" P.T. SILL 2x4 PANEL BLOCKING @ 48" O.C. FOR NOTCH "L" BRACE HERE 2x BLOCKING BLOCKING FASTEN WITH BLOCKING @ 48" 0/C FASTEN FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4'T" ON TOP OF PANEL 10dx3" @ 4" O/C GABLE TRUSS @ O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO TRUSS VERTICAL �41 "J" MOISTURE BARRIER „ „ SIMPSON META12 w/ (7)10dx1 1/2 NAILS AT 6-0 INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" 4" O/C �° „ „ TRUSS & (4)1/4 x3 SDS SCREWS TO PLATES AT 24'.O.C. 1/2"x 8" BOLT @ 32" O.C. MINIMUM 6" FROM PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD (2)2 "L" BRACE ( ) NOTE: IF EMBEDDED SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3 ) 16d PER SIDE STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 SECTION 3 SECTION 4 "T" WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" SCISSOR GABLE BRACE 7 10d IL NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S.CALE: .T.S. N.T.S. S5 SrJ: E: N.T.S.N. SCALE.. S5 AS PER HIB 91 SCALE: N.T.S. S5 TITEN OUTSIDE REV. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9„ 20'-0" MAX "X" BRACE SEE DET. J/S5 20'-0" MAX t-CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, 8d @ 6 O/C 2 x 4. BLOCKING w/ (2)10d EACH END ON SHEET S5 FOR N IF >9" SEE 10/S5 WOOD TRUSSES TOE NAILS AT @ X-BRACING, AND TOP ?�! " SEE STRUCTURAL 24" O/C (TYP) CHORD BLOCKING N F1 NOTES AND NAILING INFORMATION co SCHEDULE FOR x X SHEATHING DETAIL BACKNAIL w/—/ 1 1 1l (2) 16d NAILS WOOD TRUSSES `° 00 90 2"x4" CROSS BRACE APPROX. 8" FROM N 2x4 RAT RUN BRACING RIDGE FASTENED AT "L" BRACE TO EXTEND AT 24" O.C. TOP EACH JOINT w/ (3) AT LEAST 90% OF WEB BOTT. CHORD FOR 4 -- -- TRUSS SPANS 10d & (2)10d TOE NAILS EA. END @ LENGTH (SEE TABLE) GABLE TRUSS o w CL ATTACHED W/ 2 -16d X• 1/2" CDX PLYWOOD OR 7/16" BRACING w/ (3)10d x 3" AT 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 OSB SHEATHING ATTACHED • EACH CONN. @ 24 0/C SIMPSON HGAMIOKTA 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS �� " �� �� �� FI 48 0/C FOR THE FIRST (4) ROWS OF (2) 16d NAILS @ W/ 10d NAILS 6" O.C. SIMPSON HGAMIOKTA w/ 4) ( MOISTURE BARRIER W/ O/C w/ (2) 16d (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2) OR EQUAL TRUSSES FROM EA. E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO (4)1/4"x1 1/2" SDS TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS - BLOCKING & (4)1/4"x2 3!4" BOND BEAM TITEN TO CMU SCREWS 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 «xr SEE PLAN FOR TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS - ° ==>CONNECTION MASONRY WALL 1/4"x2 3/4" i TITEN TO CMU 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 -1�1ARCHITECTURAL FINISH NOTE: TOP CHORD 2x4 #2 SYP BRACING OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) 2x4'T' ON TOP OF PANEL CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS BLOCKING, FASTEN WITH 2x4 BLOCKING W/ THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 3) EACH 30d COMMON NAIL MAY REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS EXT. WALL CONN. � COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 0/C (2)12d TOENAILS L -LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) EXT. WALL CONN. NON - LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. SECTION BEARING LOCATION (UNEVEN CLG.) REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL SEETYP.WALLSECTIONFOR SCALE:3/4"=1'4. S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 - L E ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER BCSI SCALE: N.T.S. S5 5 ADDITIONAL INFORMATION. SCISSOR TRUSS 12" 1 Z4 1 —1 SEE RSH SCHEDULE 6.9 1 MAX. FOR ATTACHMENT MINIMUM 2x OVERLAP TRUSS BRACING CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP (SEE PLAN FOR WOOD TRUSSES LOCATIONS) TOENAIL w/ 2X4 #2 SYP BLK'G @ 16" O.C. (2)16d NAILS (2) 16d PER (2)10d x 0.131" JOINT TOENAILS EA. SIDE 41- CONT. 2x4 #2 SYP w/ 10d "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-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 L L aq M L' S5 12 DOUBLE TOP PLATE 6.9 MAX. 2X4 LEDGER SIMPSON LSTA18 �TUDS @ 16" O.C. DBL. TOP PLATE STUDS @16"O.C. SIMPSOSATEACH H CONT. BEARING ONT. BEARING 10d NAILS AT EACH HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE:3/4"=1'-0" STUD MEAN WALL HEIGHT UP TO30'-0"- SEE STRUCTURAL NOTES SCALE:N,T,S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) X0.131" @ 8" O.C. CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING NOTE: ALTERNATE NON -DROP 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING GABLE END DETAIL O BRACE TO EXTEND FULL HEIGHT OF GABLE. SCISSOR TRUSS CROSS BRACING DETAIL J TRUSS BRACING OVERLAP DETAIL M 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. SCALE: N.T.S. S5 SCALE: N.T.S. SrJ SCALE: N.T.S. S5 3) SEE 6/S5 FOR MORE INFO. W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS 1 GABLE TRUSS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION S5 4 "L" BRACE W/ 10d @ 4" O.C. 12 3 (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.g MAX. 6.9 MAX. "L" BRACE W/ 10d @ 4" O/C 5 (SEE SCHEDULE FOR SIZE 5 S5 AND LOCATION) S5 SIMPSON HGA10KT wl (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS 6 S5 S5 a ' END JACK 1 V-0" MAX. 'yo Ir 0 O a_ ✓•9 O� Y CORNERJACK a tZ W Z O U cv 00 0 Q o > W 0 u c rr ' !:-4 «o _ n3 _ 4 M NO N ``ttttt:��eearr o 0 ST% : OF w 1, •� �wt r?�' yi "J . .'0►� _J tr: i y1: n C 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 seat. rn a' 01�-%.LLU- � u Nr dl �iOr- a a ii a z �- z 0o0 my o W � CP J Z W N th Zun y N �U ❑0❑ Z W 0E3 Z N z z ti n V I N ,RLL� •♦J O r.,.r to c n3 �- U w i® ' r I a o z< W Z -L iii LJi E E zaa Wo >� d� S Z® r_ rti g 00 o Z W N0 c 0 �& Z 4! J � o a� > z Z7 3 S1 Z a� v sa °3 O > L6 LO L ro Q c� a.co �^y, L 1"- �ci J Y U) m N m a 0 N o M LL O 00 00 CV Q 0000 N E c M 0 WO h E U a Q p 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 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 -- 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. If FLOOR SYSTEM //[\�, ER. PLAN 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" O/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.C: • - • , MEN 11 • • fly � ■ �11fig, 11 .. •: � II�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. �W INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M U v 4"x4" INSPECTION PORT AT w EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4-to 6" BELOW GRADE GRADE ' \—STD. 90'HOOK (3) # 5 REBAR ON: CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1' -8" TYP 2-STORY WALL SECTION j REV, 03,16.21 SCALE: 3/4"=1'-0° S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 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---, BAND JOIST *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)1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST 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 FEND SHEATHING TO )F BEAM OR GIRDER ITE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" 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 TTO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED °O FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED Q <z PLAN INSTALLED PER MANUF. T C " • 2"x4" CROSS BRACE @ 48° SIMPSON HETA20 W/ (8)1Odx1 1/2" O/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 KR PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-01' S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.0 PRE-ENGINEE FLOOR TRUS: 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)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1 /2"=1'-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 3116" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. 1 TYPICAL TENSION 2600#.) 2X P.T. PLATE — 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH T (3) #5 CONT. ON 3" l 8" l 1�-8.1 MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. S6 15/32" OSB EXPOSUREI SHEATHING x PROVIDE X BLOCKING AS f REQUIRED PER O SECTION X-X IF W NOT FULL HEIGHT SHEET C z z L — (, FLOOR SYST M f(2)- 2x TOP PLATE BEYOND I 15132" OSB EXPOSURE F ------ F [T SHEATHING w x SOLID 2x co C BLOCKING @ ALL o C V1. SHEATHING O EDGES (SEE N OPENING X. SECTIONX- o L) C x �W x E STUDS Lu BEYOND. y SEE PLAN O LL 1-2. 0 11 A �2x4 P.T. BASE 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" „S„ = NAIL 3/3" SPACING S 3 4" S 1 �„ 1l2" —2 S 1/2" 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 wl (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X T�7 S'cF � 0tv N 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.) ox�FR\ FN2/cR 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 X" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT H PENETRATE SURFACE MORE THAN)J". 2 _ OA NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z U. @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. Inn O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL J IfH O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER O in 0� F w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS (2) TOP & BOTT. O�m rn N , LL @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL ? u� p LLo F' N MEMBER IF GABLE END UM c y NOTE: WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 • Sd NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 1/2 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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 (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 STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / L© L�1•i HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS I 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, (3) 3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING 2x BLOCKING HORIZONT SCHEDULE SEE DETAIL C/S6 FOR MORE INFO @ INTERVALS NOT EXCEEDING 10'-0 (R302.11) 2X STUDS @ 16" orc 5/8"DIA. x 10" "J" BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926 EMBEDMENT @ 24" O.C. W/ 2"DIA. APPLY 3 LAYERS W/ TOTAL THICKNESS x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS SHEAR 3500#. MIN. TYPICAL 3/8" THICK EACH. 3RD LAYER 1/8" THICK. TENSION 2600#.) SIMPSON SP1 w/ (10)1Od NAILS AT EA. STUD 2500 PSI CONCRETE MIN. 2X P.T. PLATE SLAB W/6x6 W1.4xW1.4 4 WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. 00 , •� FINISH GRADE I I I—III-1 I .. • .11 —I I_I I I I I`•• . • 711 I i—III—III —III . • • —III _I .:..III ; �, I -III1111III11III d • . 1IIIII1 �'ll,illll _ III=III=III (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-O" S6 ADDITIONAL INFORMATION. J M N O CV 00 O (� C O F1 -o .`• CX d o w C cc r� N o r0 >e n+ a .- cn tL CD c _ 0 N N 00 O w� IIISil,ie M O r ,n s No P • 'T GF • �� aiaf:GGEt To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Rodda 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. ■ � E 8 N CEO �C u O a� t' 7. a tl1 rn t• W LL N C*4 v 2S W C z W U_LL rSy�t t7 -drn 3 _Z 10 O 0 r OR W ao @ CV m W m LL Z N Nz� z Z o ❑O❑ W � R Z N (7 z yC4tQ,�S z tip J V N N M z (D N S 0 Ln c � N U S c 0 � N O I� o M � � ww LJL C E o wo zo s0 .y g YH 'aR Q O � U a- " oa " E z N� � Y 'n z v J �3 a 9 g z i0 O LL Zo U -fZ W 3 �n fk v ila � O > U-) x LO LO rn CL �— L T > CO Y U) N W m L L / T f 0) d� I -0 IL 0) 04 00 04 Q 0000 N j T m ,M^ W M C") z m r E c a E 0 Q 0 � 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). 1 3/4 x 11 VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D _-2x8 BLOCKING FOR STRAP FLOOR JOIST SYP 2x8 SYP STRINGER MUST MAKE FU 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 ALIGN THIS STUD WITH FACE OF 2ND RISER 2x SYP CUT TO FIT BEARS IN WALL 1-2x12 SYP BEARS IN WALL —2x6 SYP �- 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ (14) 10d x 1 1/2" / AT STRINGER CONTACT POINTS \ NAILS) CTION VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER 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 --2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS �x4 BLOCKING FOR 2x12 (/ 2x4 PT UNDER 2x12 ROVIDE MOISTURE ION LIATTACH ALL COM STAIR TO CONTAPCONS L @ MC. —ATTACH ALL COMPONENTS 1x4 GLUED AN OF STAIR TO CONC, W/T" X \ NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. / / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH GAy TOP OF STRINGER 2x SYP CUT TO FIT STRINGERS BEARS IN WALL G-4:;�:: 2x12 SYP BEAR IN WALL E 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 0��z 2x6 SYP 1 x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS SIMPSON A35 ORXT 2x4 SYP BLOCKING FLAT STRAP NAILED TO RISER AND E LSC EACH FOR STRAP (SIMPSON MTS12 w/ THEN WRAPPED AROUND STUD - STRINGER / 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU (14) 10d x 1 1!2" 2x4 CUT ON BEVEL AT STRINGER CONTACT POINTS \ NAILS) PLANVIEW DOES NOT BEAR IN / SCALE: " = V-0" WALL SECTION VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" SCALE: 1 = 1 -0 E: FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS ran []IG%C Ak1r% M1 Ikl Ik1f ^MRAAT11lk1 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x8 SYP BULLNOS 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL E DETAIL SCALE: 1" = V-0" STRINGER •2x4 GLUED AND NAILED SECTION D—D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK 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 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED ---\ i NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS VI-11 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) It L/2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GILUED AND NAILED TO STRINGER J� FOR DRYWALL SPACING SECTION VIEW F 2x4 ST( 2x4 NOTE: 2x8 DRYWALL STOP NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTT, GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER t" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G'' SCALE: 1" = 1'-0" F SECTION VIEW SCALE:" = 1'-0" PER CONTRACT, PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL P OST BLOCKING 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, dD NAILED TO WALL BELOW 1 POST LET INTO (LOCK 1DE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT -TO )ISTS) H 2X STRING R 2X B CKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D ORL�t 3 2X BLOC NG RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" cv 00 o b > W < Lz J N ...� -= a_ _ m � a. M 0 N _o M 0 Co No rr� * 0 ��� . ... , .... . To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. t- 4 �. S E N N N Ol N 0 0 2 H LL (A 05 � LL CN C.in a a U_71 LL a z _ z ca' ° Z o tpcS C m 1 4 T0, d III w CD 0 z N ch Z (00 � o U 000 W z� z� N 4 z48 � C� N 'U Z. - Z. O W In vLn c w � 8 C 9 Q ti w u E o za 14Es� E v 0� � _R on. (�O o > & Up 0a z co � � as w a Cn c � Y o� z Q tl z N 8 � g� zZ W 5.k _ 5. <S w 1R< a o N O Lo 'LO Q � � r 6 Y (n s N .- m L0 T Q p �I .0 CIO U- N 00 .0 Lid 00 C.N Q 00 CV)N CV) r E c % ch M Z M r• rA Z E O 2 C `. U Q p JOB NO: 23-02469 SCALE: AS NOTED SHEET NO. ST 3 x rn 00 N LO A J is N N m 00 N L LO Cr 1/2" DRYWALL DOOR JAMB (REFER DOORJAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. t1l TO PRODUCT APPROVAL FOR C�IrE APPROVAL FOR CONN. r 1 X 4 r 1x4 P.T. 3/16"0 X 3" LONGFURRING L FURRING 3-1/4" LONG X 3/16"0 L FURRING TAPCONSTAPCON (2) ROWS 3/16" x 3-1/2"TAPCON. INTO @ 16" @ 16" O.C. & 4" 2X8STAGGERED BLOCK@ SPACING „ 1 DETAIL x.. O.C. 2-ROWS INTO FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH �� 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NAILS 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 CONjD1STvzzzzzzzz4 x4 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 APPROVAL FOR CONN. (2) ROWS 3/16 x 3-1/2 x 3-1/2" TAPCON @ 16 O.C. & 4" FROM EAC 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PL 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1063" 2x8 e)., ncT A I I e) I IAII ncTA 11 STAGGERED @ 12" O.C. 1.1 hP nl=TA I I 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 BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB Lj BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW 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 rT� SCALE: N.T.S. $$ 1/4" MAX Ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. - 1/4" MAX EMBEDMENT INTO ) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. $$ SECTION A -A 8" 1/4" x 31/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ------2 x 8 45 DIAGONAL 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. PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 RER (TYP,) STD. 90' HOOK (1 ±5^ NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) wl 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 ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT ` PRESS PANEL REINFORCING INTO PLACE. II 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. .: F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GL,o,$$ BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY--/ / TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 100 000, 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 41W WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY KI SCALE: 3/4" = V-0" $$ #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6-0" e. e P +— x►-�-r—�- t+ , o e — P IMP GRADE ,. • M ► Z r e \ n. (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) ZO"MIN. (2-STORY) WITH MIN, 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS ' 2'Ix BOT. PLATE W/ (2)10d @ 6" O.C. ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO BOTTOM PLATE W/ 8d 4" IR 04* AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O. D O.C., 2 ROWS STAGGERED 40 STD. 90° HOOK 2x BAND JOIST W/ FACE NAIL 10d (TYP.) ` FACE YP.) NAILS 10d @ TRUSS VERT. WEB — METAL SEAT PLATE ::71 NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ' +211 NOTC F� @ FIRST COURSE ` SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/4xl 1/2" SDS SCREWS ` INTO BAND JOIST & (4)1/4"x2 3/4" fHE TITEN INTO K.O. BLOCK :S ' ` FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. 1\11iS 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. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE - STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2k 0 + \+ 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4112 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. 4FN(,Ty (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO + + +F4SUPPORT SOFFIT CLlENTER SOFFIT - PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX, 4' 0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" $$ 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 P 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: FFF .HFFT n9 ANI) FILL 1st 4 COURSES SOLID WIGROUT FOR OVERHANGS BETWEEN OVER 1 1/2" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN �, ;, RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. 1'-0" 5'-01' ISH F >• ► 4 ' ► .. ► 10' [:�:#5 BAR ' ► p I p ► , . .• CENTERED W/ ► • .' • .. IN TOP 4 ------------- ► d ' KNOCKOUT / N • CHAIR BLOCK MONO FOOTING .► , • SIZE AND REINF. PER PLAN •. AND SECTION DETAILS } CLEAN FILL J • ;► • . DIRT 4 z .••. STANDARD #5 BAR IN ! 90' HOOK FILLED CELJill L , Ls Sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY /n% JiC..CI IM r�^Llr% SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. ev 0 CV 00 C7 c 0 Ix CL Q � w C_ M N O N 1 Q 0 h No = r ST' ..E J� = y I i ; To the hest 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 W 4 QEEp 9 co,N o N V C-0? �M0� U. dl a 0 a gLLLLnW.x(� Z _�a M fiL�-'�fV rD W O cp d z ILW Z °S �Z�� Z �0 ❑❑❑ W O � r z z J 0 u7 Q) M (D 4-J N " 'U w ® w J I o M o w z Q J o 5 aa E: V LL z _® pn E 'I X,g .0 n 0 °a Z w� gZ 0. oLL zzo J 7 b f .1)p U ts J U T � aw N s 0 >i 03 0 .0 C) 0L = LOrn L Q � (0 CO Y (n .2 N m co L0 Q 0 .� ILLco ('7 O 00 C%j C5 L0 OO N Q M 04 0041 T �; cC M CO z m Z T E O M iL E U .° v °3 Q 0 c JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. SS 3 v ze m i� X 9 0 M i m C <n 0 N tR .a F2 E `v t� C> •o N N ado M O M W CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 FRAMED RIDGE MAY BE NAI MAYCONLED (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 rrr c- I vu lw i i wv� v r "u TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP DIRECTION TYP. &EACH END ALTERNATE - CHORD AT ALL HAND FRAMED AREAS TYP. A DIRECTION -�-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 2X4 COS T&BCF WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER rLRUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT Ak VARIES 2x4 #2 SPF BRACING 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END NAILS TO TRUSS BOTTOM CHORD MIN. (2)2x4 SPF TOP PLATE -- ROOF SHEATHING ATTACHED PER NAILING SCHEDULE �- COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ If 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE 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 MORE 16" O.C. MAX. INFO. SECTION @ ENTRY 8 SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH 1Ifl:1 ] 1& BEAM @ RAISED ENTRY 2 MASONRY WALL r4 SCALE:NTS >IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE 1OOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR SEE PLAN FOR CANT. COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SCHEDULE/PLANM OPTION B CONNECTION INFO OPTION C SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. COMMON BM. TO POST ATTACHMENT —� SCALE: 3/4"=V-0" SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F_� A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS EXTERIOR SHEATHING ATTACHED PER 2X4 STUDS w/ SIMPSON NAILING SCHEDULE SP1 w/ 00) 10d NAILS AT BASE SEE J/S6 FOR li MORE INFO. 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM J FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. I GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER �� CENTER OF POST MIDDLE 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. �• MASONRY WALL BELOW: SIMPSON a.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS EXTERIOR ATTACHED' SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSON ZSEE 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 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. Tt r PLYWOOD j 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 DETAILS &SECTIONS co z r N C L1. Z 7 r. M CV C7 N O M �sttssa, a •' �� . • . ' • ' 0�., C N No PE'78,, �r `d11S:giS}: 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 - Resldential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q 8 S 0 � N OD V C N d r � J 7�CO LL LL 40 r�Mow wa 0 d C9 0 3LLU_ z �z _ern O0. Z O � o 0:L WgO'O' N N G m W 9 us z w N fh Z H Z OU ❑❑❑ W z z z U)V) ^ Czz +-J M_ V, w O1^ w s v ! ru C N . (a w E 2 U . c�� Q N � 0 M _ n Z g LL a o �� no Q u w° �® f� wa OU z E � do aw G) 3 N n c go m J a ro of z O d IIIT w U �u m 7� 3 Mjpp¢¢ � YI6 UI� C O = >Lo ,^ L / o, .-.LO Q f•— L T M j � CO Y T r�n V / m Lr) ate-+ d� LL N 00 N Q 0004 N M ^ r E c E co co m T _ ry a U _j v a> Q p c JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. D1 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVERTOP SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. N NJ EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO O SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE / ° 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. 1 2x SILL PLATE W/ () (2) 12d TOENAILS. 2x STUDS I © 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. X. SURFACE 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM7/ SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END (3) 2x #2 SPF STUDS @ END OF .° CORRECT BLOCKING w/ (3) 12d EA. END _MIN HEADER SEE Q/S4 FOR REQ'D JAMB ' • G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO ' 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") _ �� 1 1/8 RIM BOARD .%',.� BLOCKING WALL FLOOR TRUSS/ END OF OPENING A. 2x CRIPPLE NI G NAILED TO STUD SIMPSON LSTA30 w/ (11) 10d TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL '°' '° VERIFY W/PLAN BELOW. IF WOOD WALL IS BELOW USE (2) 10d �� WALL ISHELS C�ATH SHEATHING' .- ;�:, - JOIST SEE PLAN = l� (2) 12d TOE NAILS TOP ':r ' (2} SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4 x2 I -JOIST SEE PLAN TIE BEAM PACK w/10d NAILS @ 8"o.c. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTA36 STRAPS w/ (26) NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD r%'� & BOTT. CHORD �� 1/4 TITENS SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. - AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH PROVIDE BLOCKING WINDOW JAMB TO FLOOR TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIST t =" END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR /"' SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO 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. (2) 2x8 OR (2) 2x6 TOP JAMB STUD 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 CONNECTIOJIDE PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" p'p' ipefi' pep �.�, ." ' Px 4 SPF C SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10dHEADER NAILS BENT OVER TOP PLATE 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 GONN. TALL. (CONTRACTOR MAY USE CLIPS) NAIL BACK LEG OF CIPPLE w/ (2) 12 TOENAILSFLUSH (2) 2x HEADER TO SIT w/THE OUTSIDE NAILS TO STUDS ABOVE & (11) 10d (2) - 2X SPF TOP PLATENAILS SEE PLAN FOR SIZE TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE AT 16" O.C. U.N.O. D SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUT FLOOR PLAN FOR HEADER (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR COL. SIZE CONNECTION SEE PLAN �E 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR EXTERIOR HEADERS (1) 2x SILL PLATE W/ 2) 12d TOENAILS. ( (2) SIMPSON MST37 VSTRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" 2 x SPF REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON LS30 PLATE SEE PLAN 12d NAILS AT 6" MORE INFORMATION EMBEDMENT PAST STEP. w/ w/ (6) FLOOR SYSTEM OR BASE 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 C B B C SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 ` ' 1 1/2" (USE SP8 FOR 2x8 r� WALL) @ 24 O.C. H FLOOR SYSTEM EWALL OR BEAM WALL AT EACH STUD AT HEADER / SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, OR LVL GIRDER SYP U.N.O. JAMB CONDITION OR IF BUILT-UP t (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED WlIN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2 IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE 2 x 4 #2 SPF STUDS B O INTERIOR HEADER 2x SILL PLATE W/ 12dTOENAILS. TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" BOX HEADER (1) (2) AT 16" O.C. U.N.O. (2) 2x HEADER G EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN ANCHOR BOLT w/ (2) 2x TOP PLATE E F TYP FSEE PLAN F (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" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d 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 TAPCONS PROVIDE BLOCKING OVER TOP PLATE --- -- -_--- - -LL SIMPSON SP2 w/ (12) 10d NAILS AT 6" SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS - -; TOP AND SIMPSON SP1 w/ 10d NAILS AT BASE (10) NOT REQ'D TO HAVE CONNECTIONS. • . • ' *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN L TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE HEADER CO N N 2nd FLOOR FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK STUDS BELOW STUDS w/ SITUATION. (2) SIMPSON H S20CONNECT G.T. 0w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER j FOR EXTERIOR 2 STORY WALLS ONLY. . s 2 STORY COL. @ GIRDER SHEATHING CAN STOP ONCE UNDER % 1=3 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. - �''.o ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS 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 (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 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 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 OTHERWISE DETAIL CAN BE IGNORED PLATE THEN DOWN THE 2) 2x HEADER SEE PLAN SIMPSON LS30 w/ (6) 10d x 1 *FOR OPENINGS LESS THAN 1/2" NAILS AT EACH END TYP. 4'-0" WIDE, SILL MAY BE FACE OF HEADER/STUDS DOUBLE 2x4 ATTACHED w/ (2) 16d TOENAILS AT EACH END SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE 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 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS 3" 0/ �c�r A�qT ti0 2x CRIPPLES @ 16" O.C. —� (2) @ END OF HEADER. SEE 12d TOENAILS. F� 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) OPENING LARGER THAN 4 ft (2) 2x ,2'I'4 8 M�� pA TOP SP LICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH INFO. SILL PLATE w/ SIMPSON LS30 w/ (6) , EXTERIOR HEADERS END OF SILL (MAX. OPENING E 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING S. WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF --� ;. 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHORrW LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON E A OPENING NAILED TO STUD IS GREATER THAN 4 FEET LAR (6) 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/320.Cd NAILS NAILED TO STUD PACK / FLOOR DECK FLOOR DECK �°X BEYOND DOUBLE W/ 10d NAILS @ 8110.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 2x4 W/ 2 ROWS PER PLAN 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 s 10 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. c*-1 cle o N act Q -Y 2 -o • � i1�- CZ. _ ty tz co • 1- Ij 0 0 N 0 M O 411E.ir. No PE 75 t }� S TA I L_ (-1 F ' '�•' . To the best of the Eng nears 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 seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W p N rJ V 0 , d c a7 °g # LL LL NM ti tlyl a a �wii a z J _ Z s W .�C,4 m L o d z Wco tRgO�j°' LL 0 w Z O U ❑❑❑ W C t2 7 N z � z J N N 4- 0 c �Nall = W w- I c Q ° N z z M .n � 2 E W oLL N a� C o H (d Xo ❑ ouAO. �� U K W_ z co do <nm� Iw =M N C < ry & zw z m J "'9 <� aw Z� s 9 sz a W m ~ K r� t^67 S OI� a � Lo > Lo Ln C .-� :0 Cfl Y Cr T r U o N T m LID r Q 0 � o M 0 00 CV Q 0004 N M ^ T E T M M z Z O w cc a U Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. D 2 C FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER -�- WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE WEATHER DOOR ROUGH OPENING r-sue SLOPE RESISITIVE ' 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall BARRIER TAPE EXTERIOR WOOD FRAME CONSTR. (0.6 Cm : 30.5 Cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHIN 3/4"-1" BEAD OF CONSTR. 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of Insserne�ov�n"oow� 2 NAIL BRAND OR EQUAL WEATHER O CEMT. FIN. water within the wall assembly by providing awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING © of draining to the exterior water that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE 2 BARRIER SEAL TOPS OF JOISTS 1 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 UNDER DECKING SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied PP PP 9 P PP (SEE DETAIL WP07) SELF -ADHERED FLASHING - 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 HEAD FLASHING TIE-IN INSTRUxTIONS: No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the to of walls and terminated at penetrations and P PP P 1. Cut, fold up &temporarily secure weather RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under 1 weather resistive barrier 3. Fold weather resistive barrier back head 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 BE USED. over 2 flashing and seal with tape 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous lane and an flashing P P Y P Y Y P P P Y 9 (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS ■ FLANGED WINDOW 1 SELF -ADHERED FLASHING ■ 1 SELF -ADHERED FLASHING ■ 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED EXTERIOR SHEATHING -,I 3/4%1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (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 EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL O COMPATIBILITY ° RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING a SELF -ADHERED FLASHING, _ (BEFORE FOLDING, SCORE PAPER TO EXPOSE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT WINDOW BUCK TO EXTEND A MINIMUM 6" RELEASE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF `' MASONRY WINDOW BUCK c ° BOTTOM OF VERTICALLY FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings 2) SEALANT JOINT THRESHOLD ^ shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF 2 3 `� C_, WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK ° e e SECTION -A (SEE DETAIL WP02) �-J 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall AND EXTEND TO WINDOW FRAME MASONRY ATTACHED 71,1 PER CODE8) ° SELF -ADHERED FLASHING O finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings installed in shall comply with AAMA 712. Flashing at exterior window and door openings shall be accordance with one or more of the TOOLED SEALANT �� REQUIREMENTS BEAD BRIDGING a 2 following: CLADDING AND WINDOW FRAME 2 SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturers installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE ° • 1 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details AROUND, INCLUDING SILL. 2 (D SEAL TOPS OF JOISTS 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 DO NOT FLASH OVER BOTTOM NAILING Q v UNDER DECKING 2 7 subsequent drainage. Openings usin an flashing shall incorporate flashing or protection at the head and sides. q gg p g P g FLANGE (SEE DETAIL WP07) 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND _ SELF -ADHERED FLASHING ■ ' SELF -ADHERED FLASHING ■ , SELF -ADHERED FLASHING ■ , • 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. • _ SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. ' 1 6.6.At wall and roof intersections. ' • ' - Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING SELF -ADHERED FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSEWRAP PATCH STRUCTALATH TWIN TRACK 2.5 -� ~ - StuCCO FLASHING AND WATERPROOFING METHODS TO BE USED. _ 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME a APPROVED FLASHING TAPE _ ` f DOUBLE O O 3 ° °' a 7/8" Cement Plaster V' SEALANT SOCKET WITH - -- JOIST ° °4 ° °' TOOLED APPROVED SEALANT SINGLE WOOD BEAM ° in accordance with 7/8" Cement Plaster n JOIST BELOW 1 SELF -ADHERED FLASHING Foundation Wall ° °in ASTMC926 with _ SELF -ADHERED FLASHING 1 4 ° a ASTMC926 ° Felt backed metal 2 lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 3" MIN 4 with ASTMC1063 lathe in accordance FLASHING FLASHING O 5 with ASTMC1063 ,� Building Paper Building Paper 7/16" O.S.B. sheathing 7/16" O.S.B. SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING ■ 1 SELF -ADHERED FLASHING ■ , FOUNDATION WEEP SCREED ■' /; Metal sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL Installed As Per Manufact. Specs. PRODUCTSDETAILS STRIP OF SAF LEGEND SELF ADHERED FLASHING (SAF) - Maintain Stampede or similar Bottom of cauk bottom TILE FINISH 1- DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Weep Screed joint only W BARRIER (WRB) - 1 1/2" t0 2° WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK - BOND BREAK WRB SELF FURRING (SF) LATH -" \ ��,-- Weep Screed Above Roof PER THE FBC RESIDENTIAL 7TH EDITION (2020) GO a PLASTER ACCESSORY --- I ? 'B' Sheathing Installed As Per SF LATH SHEATHING,OS, PLYWOOD, DENSGLASS ����L\�\y Manufact. Specs. V-4" PER PLAN Z Detail Instructions „ 1-0 PER PLAN I I % WRAP DP WRB ONTO THE VERTICAL 1/2" Cementitious Refer to the number marked asRinstructionsin each detail that corres onds to the SURFACE TO TOP OF Cement PlasterP Decorative Finish numbered items in the list below: FLANGE AS AN AIR in accordance BARRIER with ASTMC926 v,o o,o, All inside and 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding SLOPE 8" CMU --� I 3-1/2" INCH FLANGE over wood 2nd o•• • o floor •0•° outside corner will need to be miter laps 4" OR 8" CMU - ^ ' a - - ° - - - - - I ` ' , cut and caulked a I 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) _ _ ° - Z z ^./ .✓ �/�i _ ' STRUCTURAL FRAMING '°•o,o •o,o•` butt joints need to 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT ° -_ a a _ _ S o, , o, •, becaulked using ' ° Stampede or sim. embedded in the adhesive layer) - for ease of installation and to ° ° "d -'� STRUCTURAL SHEATHING THIS GAP IS A RESULT OF caulk for all minimize scoring cuts 4 ° - . W W a- 13- PLASTER STOP NATURAL SHRINKAGE. S STRIP OF SAF 5. Remove all release paper per standard installation instructions and 4 ^° ~ _ (n CONTINUOUS BACKER DO NOT SEAL. DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" ° ROD & SEALANT DRIP SCREED PLASTIC Minimum) ° SLOPED MUD BED ° M W W _ � ACCESSORY i BOND BREAK WRB 6. Fold as shown by arrows 21 - 4 '-� - ~ SF LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to _, °° cn � fit tight to corner 4 VINYL SHOWER PAN . ---- a ., 0 II� Note: 8, Mechanically fasten as necessary _ -� ° - ° SLOPE a •- - ° to - .. ---= - - - - - - - J I�< The building paper and metal lath must be Cement installed over the top of the weep screed. ° - PLASTER STOP A Plaster CONTINUOUS BACKER ROD over block & SEALANT 1 st floor v n o 7 CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT ■ SOFFIT/CANTILEVER ■ SCALE: NOT TO SCALE c*-) ca C=) CV 00 c c a Cl- o V) rt - cMv 0 N 0 M 0 `` l"111I oll�,, NO r'r7&75,,,,�� 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 a o g8 F,- w E d o g J ! O J 7 ,o E (nrnE LL W M a ynv� Was M U. o Y U LL D_ Z Z @ C O r«� o W LL q�W N M Z V Z rOi� od ❑❑❑ W z 8S z � cl ? n- N N z � LLp �� N LLJ lcp 0 U LLJ ~ � V LLJ aI U Qc 04 CM �w M b� z J LL E8o y'n pLL r^ E w� z® w� Co ` ¢~ Uor O ZD C ti Y m 3 nLL Z J33 Nm art 6W Z 3 �� Z 0 W 3 �w 4F� w K� I� 0 OU 0 c O Z �L LO ~ co O CO Cr Y o m m LO Co LL. Or)O 04 00 N Q oo N T ai E 4� CO M M z m Z t-- E O m Il E U .� v u? Q 0 c JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. W P §§9awaWff J-11111 r____11%J____"1% 1­2 lo---"%r-----v TrA 74 i 00 0!:iFt f OM. 1 angs, V, Mounting Brackiiii (10 Gauge� +1!2'x+1i'2'x2-12' Back Cross 5upport See Anchor Schedule (May be cut to W) Right Bracket (16 Gauge) Bolts 1 �2" Dia. A325 GaIv.. (Typ'.) #14Self-Drilling Screws A/C UNt Bottorn Edgt Hurricane Strap Washers (Typi"I: 3 in firmint) Front Cross Support Sell -Locking Nuts (May be cut to W) Left Bracket ('16Gauge) 014 Self-Dirliling ScrewsThtu Brackets 8 Back Cross Support Into AIC Unit Bottom Side (Typical: 3 each side for hurricane use) 11-di, un�"t "tuo imi, I4.­W ­rh - 6 14tan-ii-A4, B... Rat" SEA Deasivilits ol"dable, "Ifeen rosqueet fing, Will spriiiiii Florida Department of Business & Professional Regulation BLikIng Codes and Standards Product Approval Application Detall P"'lori 12,1812021 M Q& W1 292 Doro Pending an Mail![ version Manufacturer cmut Inainver License valldloted lk YANASO #UbMftlod Fill Apologia AD StOA Afflimatitin 2020 Sni.rt Van Products, 1. MOW Grohs. Hormasl` Norarolo E Locke Bourdon p 2 12M W020 12JISOM 12,2&2020 Apwmvd Ca"sarr con"p"en" (877) 441-830 PE-7371-6 (334)300,100D SubCalsigerr. products Introduced a, a III of 100619"MMIL Nine Technology Comallance Method E,,aiustain Report it= Florlift Registered Architect we Licensed Florida Professional Engineer FL*BGZMPtwuck Awl Product a- Quallor Assamai ELgagLaugLimm Carriftsiggs Assannividliol Amaysid for in HVINZ 2iggisautt= Visa ansom "Akam Dealer) I filmort Mad.161540510 Dual Function Flood and Vonthill Verit Y. Y. MIA .100�100 2 smart'i"Int WIN121540-:11 Dust Functio, Flood and Ventleton Vent 1201t2M Yea Y- MIA .100iLloo I &,orlVent Middle 1540 20 Insulated Flood Van 1201112023 yes Y" MIA OW100 S_rtV*M Lead. 9154 521 Insulsted Floca Vwt IM112023 yes yes MIA +100A.100 5 SmarlVem L40CM: 01 540�!124 169quol; Garage 0 Flood Vant 12131=23 Y. Y. NIA MIA 6 SmarIvent Meet$: 0`1540-57 Wood Well In Killed Flood Vent �2`31112W Y" Y MIA -100klDo 7 Sms"Vent Moda 91540,574 14.511.0pot. Games Door Flood Vert 2011=23 Y. Y: MIA MYA Florida Department of Buslr"s & Professional Regulation Building Codes and Standards Product Approval Application thetall F.Plorl inermi j�l !11��K_ TV �,i 61�11' now of Re all& am* panding 2" JIM vacation maralleaLgiat 2sata Enserser A U-, validated Sulanithild FISIC A-lenall AR=nd man RWW. 2020 Drexel Metals IN Jam ahu� Zachary R. Plas Loolea Soirden P, E, 01I)OW021) oarlano2a IDIINM20 Appred Categary: Roofing i5OZ3 1541 PE-7,1021 (334,300-1800 Oub0stagorr. Metal Rooting ts"urrishingrommed Conspillossoo Method Evaluation Robert from. Plarldill 11009.11113 Architect or. Licensed Forde professional Engineer FILIP17111711.1ill! modulate gmdtuwsum Approved 11" Usit ApboreMiller Use Impact cation Numbw of Product Description c2mad isbaralon DAN In HVHZ W" IAM RdgslgX Presusine ofi`g systems Dole 1 ODN4 Quir 15086, EIND 1755, DMC 2008, 12r3112025 Y. No NIA .01-lao ONG 5V Florida Depertinent of Bwslneu & Professlonal Regulation Building Codes and Standards Product Approval Application Detail NIN2.14 9991. go W2 Dato Pending ass An unwe UNNOOM Q3311,111111 validated my INWIM ammuw FRIC Anorainal A-yed AMU Rai,lftn 2020 Tholnilt-Tru Corporelcon arm Josporsorn Lyndon F. Schn,101. P E. Ryan J Not. P E. owl 512021 1213112020 04rM021 0000862021 App-ord Categarry: ftharl.r Dows (8001843-1028 PE-43400 013) IOZ-6555 SudgCoMsicry: 8alri Eirlerlor Dw Assemblies slospersorothemostrui, compliance Moul Daluation Rtpon Worn a am Manche 'taghits;*d Architect a a Licensed Planes, Professional Engineer goRthumma illoormied for Use Alswunad to, Use Jiggled girsion ar., Kaiser EMANUsagidallso Owdraot Exiolratim Dus, I, HVHZ 0"cl, HvHZ R"d,,* hessuent lassie and Sindath-Mor NW0.1 68111110.0 squot. ImpactlIquot: Opaque 121311MO No Y. Y. NVA Con,polift Edge Merge%, 609M Dow (InswinglOut"Arl". X configuration) 7 b. Ih.-,-Tu Flb-Cw,,Ie and Smooth-&., Mminol 8&939;B OM qu. 12r3l,2028 No Y., yea WA Carriacou, Edge Fiberglass Single Door Won 31,111,1118(s) anselngADUtwng XO, OX or OXO "gurancirs) 3 c Themne-Tru Fiber -Classic and Smooth-8tar Nominal 0&N39 0 iliquat Impecilliquot. Opaque 1213112026 No Yes yes N(A Composts Edo, Fibers! ... Double DOW WR or ednout Sidelt. ik-intsO.I-Irg XX or OXXO configurations) 4 d. The-Trii Riew-Classic and Smoolh4t.r Narrinal 4&*30.0 aqida�rnpoctllquot Opaque i2rJ112028 NO you Y. WA Corporate 64. Fiberglass single Dow c heodnrifOutslg. X carligurall.1 5 Nomind ilsoup "ci;"d&qUt OP.Q.. 12131/2026 No Y. yea WA C. basis "a Fiberglass, Single Dow With Sidallbrol, 11-.1rigiOut-ing. XO, OX w OXO configanaluins) 6 1 Th4mrsi-Tru Flb*,C4ss*Ic and SmoottlStair N-nW SIMM.,0 12f3141026 NO Y" Yes, WA Composite Edge Fiburgia.. Double Door with or without Waste. (In"ngXMvMng: XX or OKXO corilauration I 7 g. 'Therm.7. Fiber-Cig". ..d Smatith.61., Nominal 51141139,11 aouot�lmlioclgcpot, Glazed 12?31/2026 No yee Y. NIA Con,"ta Edge Filbargle" Single Ociiii (ki"rigioutswing:X whour"co) a h.7hemns,Tru Filber-ClassitudSmooth-Stor Norninat SAX39.8 SoorosclLiqual. Glazed 12/3112026 NO yes Y. WA Composite Edge Rovolessis slope Dow Vkh ENONIWI)(1�..ir4o,tc-ir4:xo.oxo,oxo eardrourall. I 6 1. Thermso-Tro File.-Clagod: and Sirrool"ar Nommst 6"311A Glazed 1213111026 NO Yes yes WA Composite Edo. Fibargliess Doubts Dow Oth a Pritrout5d.ttes; (InouingiouteAng; XXwOXXO 10 i Thourem-TruFlb-Cressicandsmoish-Stin Nommol 8039,0 Glazed 12131=211 No Y. Y. WA Composite Edge Fiberglass Single Door X coriligurallon) 11 k Therma-Tru Fiber-Classla and Smocith-Slar Nominal 8&039.0 Acts ";"csou- Glued 1=112020 NO Yes yes WA Cwnpoat. Edge Fib,'" shole Door Win Sdaillea� XO. OX � OXO configurstionsl 12 1 Therma-Tir, Fiter-Closlac and ScriodWSlat Nominal 8"39.0 Oliazied 120112M No Y. Y. NVA Comidaitte Edge Fiberglass, Double Dow win or without Sidelkes (Inseingioutsuoing: XX or OXXO conflourialoris) 13 M Themne-TruAlsee4lossic and Snv*.Stw mamensi IMMI39;a actuot:"clsquot; Glared 12131/2a26 No Yee Y.. WA Molded Olson Com"o lift. FIbergift. Single Door 441wing/Outowli-St A configuiallorr) 14 e. Thermallu Flb.-'i .. 1, N1 S-oth-Shir Nomiral $*#NO &Wc0rip-11i Glued 12F3112026 No Y. Y_ WA Loolded Open Corrpoods Edge Fibergsase angle Dow with Glued M.Add Op. 31d.111.(.) Jin"MOADut-9; so, OX or OXO conliguraborn) 15 c. The-T. Flbar-Classli, ad Smoodr-Star Nominal sa.030 'a &qcs;ln"diepot Olued 1213112M NO Yes yea WA Moked Open composite Ede- Fbw*. Double, Dow -ith or without Glued Molded Op. sdm. )DI(or=Oolarricurall is P. Tharms-Tru Floon-Ciassic and Smooth-Slor Narlinal 6&ONA quot:11moketb4luot. opaque 12/31,211211 NO Y. Y. WA Connposite Edge Fiberglass Single Dow with Molded or. $4dolits(S) XO. OX or OXO conflourstions) 17 q. Th-Tru Filber�AISIC end Srriooffi�Slar Naml-al HJURMA Opm. 120112D211 NO You Y" MIA Cal Edda FIberviou D-bl- Dow with or Without G=d Mdded Open Slddtu XX a OXXO cardiguraticils) Florlds Department of Business & Pirofeesional ReWlation Building Codes and Standards Product Approval Application Detall Falls I or I goo Illinfity or MH Dim 091 Pending BM IKM mmumshm Gap= InOnaffAlkm= VAliddild Our Xiodam iiillit Flat 01-iial A-DW@d R.,I., 2020 POT Industries JonsRoso-nild Idaft-Dide III - CER Mblrn�Dado BCCQ - VAL 11flW2020 W1117021) W24/2020 APPr0iiscl cases": E-norr D- (041) 40"100 (?As) 315-2600 Subcategory! Sliding MaMW Door Alternate, Compliance Nothil Cairfificall. Mo* a Listing am ir-11 maw.to)lbuar Qualltv Assur- Ford" 09*wwo" lunarqnrvd.�, I. wilar Use Approval for Uss, 11111239 RIWM =70 tU rps Nestle knibscit �Amyl Sildrip Grew Dow 0411412021 yetz ouWdo Resident ProsiLw6 you y" WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please pro\4de the information and approyal numbers on the building components listed below If they will be utilized on the construction project 1br which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS IFIber-Classic 1 A. SWINGING Therm aTru and Smooth -Star (NON- ­IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2026 Therm 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 p!f 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL1 5332.5 +40.0/40.0 psf 12131/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/1412026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248, 10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248. 11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries DiJslon 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 FL239.2 NIA 7/36i-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 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/1612024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0.1-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/3012025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardlePlank Lap Siding FL13192.1 - FL1 3192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL1 5272.2 +75.0/-75.0 psf 12/31/2023 Alpha Alum Inum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/3012023 C. OTHER 4. ROOFING PRODUCTS A. ASP FLA LT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2025 B. UNDERLAYMENTS; Tamko (1br Shingle Rooili)l 151b Felt Undedayment FL12328 NIA 6/2912023 Plyglass USA, Inc. (1br Ille Rooill) POLYSTICK TUI MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOTUSED D. ROOF VEN11LATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/912026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 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 FL7849.27 - FL7849.28 NIA 12/31/2025 Borial Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/3112025 5. SHUTTERS A. STORM PANELS Global Protection Prioducts Gahanized Steel Storm Panels FL15076.1 - FL15076.2 NA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structurial Conn. see c hart Simpson Striong-Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NA 9/11/2023 Commercial Concrete Pmducts, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approllial at plan re%,iew, I understand that at the time of inspection of these products, the following information must be aliliallable to the inspector on the jobsite; 1) copy of the product approlillial, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail plige I of 3 "26021 editor or 20 20 D.I.Parelifla um I= version Manufacturer co Emingler III, ucense validated By Submitted! FBC Approval Approved AMA R�brion 2020 Thorms-Tru Corporation Sbove Jasperinuon Lyndon F Sohn-idt. P E. Ryan J King, P.E� 07r=2020 07M212020 07/2W202D 10/121"2000 App,..d Ctiolgerf. atefor Doors PE (800) 8417628 �_4340Q (813) 76745M SulaCerleagary. Swriging Elevertar Door Assemblies slareparsontlithermstrit.oc, Compliance Method: Evaluation Report from a M Florida Registered Atchted cur is Licensed Florida FLAII1211470,R3 Professional Engineer Praductil, QuallbilArralunince A29GLYLIJALM 6221111.12III&M tmmet Said Number or Maine Product Desucriptlart CombactExplionton Does in 14VHZ Outside HYM Retail" preaft I =-Mloor-Clouse, and Simpoth-Star Nominal 6&#VS &quptImpaGt&quqt Opaque 12131r= Yes Yee Yons NIA Ocimpowle Edge Fiberglass, Single Door (In-Ang/Ouls-7; X configorarbor) 2 b. Theinve-T. P,lb-CLsissi. and Smsooth-Stor Nominal S&M.8 &quodmiguactAquot Opaque, 12131 r2W Yea. Yore Yes N/A Compositor Edge F barglarn &note Door wth adelial(s) XO, OX or OXO conflilurallons) 3 a Therma-Tru Fllbor-Clasa)c and Smigoth-Ster Nominal "030,6 &q^lmpaat&quol: Opaque 123it= yes Yes, Yes NfA Composite Edge Fiberglass Double Dow Wth or .01thout si""N (Iraviiinvoubsimmig; XX or Oxxo config.rartions) 4 d Therms-Tru Rbou,-Classic and Smooth�Star Morning] 8&MO 11,quotimpactl1kirucill, Opaque 12131 r2m yes Y" Y" WA Composite Edge Fiberglass single Door 0 n"nWOutswina: X configuration) 5 a Theennei Fb.-Cl.... and IsmootfSt., Nominal 9&#3po Squat'Imp.0116q.art Opaque, 12131 r2M Yea Y_ yea NIA Camposits Edge Fiberglass Single Door with adialtels) (InaniongiOutoWng. XO, OX or QXO conifigurations) a f Therma-Tru Floor-Classi and Sritcath-Ster Nominal 5103%, 0 Iliquot, Irripsettl,cluct Opaque I V31 1= Y " yes yes NIA Composite Ease P lbergen Dou ble, Dow With 0 r Wthout Sdolita (Ifunming/Outsrig; XX or MO configurations) 7 g ThAn�.TN Rlber-Clulasic and Simpoth-Stor Naming I all 9 &quiptImpactliLqual. Glazed 12131r-'= Y " Yea yes NIA Composite E49 Fiberglass Single Door flnisming/Outraming; X conluguriefion) 6 h Thermis-Tru Fi ber-Clossic and 6mocith-Star Nominal W398 tiquotimpactiliquot, Glued 12/311= yes Yee yde NIA Composi Size Fiberglass Single Door Wth Sidelite(s) Prw�mgiiOuarmrg, XO. OX or OXO configurations) 9 i 7hwma-Tru Fiber-Clossic and Smooth-Sw Nominal 0&#391,8 &Quot. Impact8i Glazed IMlIM22 Yes Yes Yes NIA Ctimposhe Edge FlIbergisom Double Door vilth of Wthout Skiallege (Irglmng/Cubnmng� XX or OXXO configuratfons) 10 1 71hormai FIber-Closesto and Smooth -Star Nomins I 8"AD &qucK ImpacAquot Glazed I Zia I r= yea Yes Y% WA Composite Edge Fiberglass Single Door (1-ing/Outs-rig; X configuration) 11 k Therma-Tru Feer-Clossic and Smoolh,51bar Nominal WWO &quotjmpact&quot Glazed 121311= Yas Yes yes NfA C'mposente Edge Fiberglass Single Door Mth Sidellitai(s) (IreirwinglOutaiiiiina. XO, OX or OXO configurations) 12 1 Theirms-Tru and Smopoth-aw Nominal 846M.0 Squct at 01" lwlf= Yes, Yes, Yea NIA Co Fib.,91=,u mpoorte Edge . Dow ", or Without Sideliters (InsiOng/Outsmilig, XX at =0 configurations) 13 m, Thermi FlIagur-Clinsic and Smooth -Star Nominal U4110,11, Iliquotimpactli Opreque, 12131=22 Yea Y" Too; NIA Composite Edge Fiberglass Single Door Wth 116cruct.Nor0midsolSiquot; Sidollwo) (I nowng/Oatsyring; XO, OX of OXQ con%umbce a) 14 � Tharrina-Tru Fituar.Closaile and Simooth-Stor W "SMS IliquatImpoictillqualt, Opaque 1213112022 yes yes Y" NIA gNrn m= Edge Fiberglass Double Dow Wth &quot;Ncn,4mpact&quot. Siadalrbas (Irwirs/Ounsueng; OXXO `prefiguration) 15 a Tharma-Tru Fiber-Ciame, and SmoodStar Nominal 8&#*,D SquatImpactiliqual; Opaque 12131=2 y" Yes, yes WA Composite Edge Fiberglass Single Door kh &quQtNon,IrrpactAquoI; Sideliba(s) VnsWng1OuqnNifV; XQ. OX or OXO configufations) is p. Thwma-Tru FI guor-Closi end Srucolin-Star Nominal "939�O &quot:Impact&quoI� Opaque 12J31/2M y" Y" yes NVA Composite Edge Fiberglass Double Dow vilth i1quot;Non,impacklitiquot; SIdellbas (I nosiong/OutaW ng; Oxxo configuration) 17 q Thearrea-Tw Fasi ... I. and Q th-Sts, Norn net O&AW.8 &quot;Non-ImpmAquaI, Opaque IWI= Yes Yes No NfA C4m= Edge, Fiberglass Single Door (Ininmrs/OutioNing; X configurartion) 18 r The-Tru Filboor-Classe; and Sinood -Star Nominal O&IN.8 guotNor-ImpsalAquot Opaque 17J311= yous Yana No NVA Composite Edge Fibergess, Single Door eift Sidellre(s) (IneWngfOutioNuing, A0, OX a OXO configurations) 19 a Thwrn%.Tm Fitior-Carmic and Smooth�Star Nominal U030,11 litclucitNon-Implactlicquot; Opaque imir= Yee Yes No NVA C�ompcsva Edge Fiberglass, Double Door vM or Wthout Sicielltes (IroN0ngtOuhaMrg. XX or OXXO corfigureflons) 20 t. TNermsi Filber-Clabsic and Smocith-Shor Nominal S&III dquotNon-Impordaiguat, Opaque 1 2J31 r2W Yes Yes, No WA Composite, Edi Fiberglass Single Door (Ina,ming/Outs-ng; X configurston) 21 u Thermi Fibiw-Clossic and Smicalth-Star Nominal 88sli itiquot.Non-ImpsobScruct; Opaque 120=22 Yes Yea. No NIA Compowts Edge Fiberglass Single Door wM Sidelibli(s) (ImNi,tngfOubrMng, XO, OX of OXO mnflo urstons) 22 Th.-T. Fib-C! . . . . rd Smocith-Sts, N.rmn., ag*39,0 &q.ot,N-. lrq..Mq..k Opq- I2r3lr1M Y_ Y- No MIA -orniposibe Edge FI boorglass Double Door Wth or wthout Sideliters (InsNirmg1O%rWMsg; )CC or OXXO configurations) 23 Therrra*�Trw Fibeir-Clossic and Smooth -Star Glued NQm=F IW1=22 Yes. year No NIA ==Irrvacti1quot; CC rVI. Door (I nuiumitOuthi X configuration) 24 x- Thenna-Tru Fiber -Classic and Smooth -Star Nominal 68JM.S t6quothlon-Irripoladqual; Glazed 12/31= Y" Yes No NIA Composite Edge Fiberglass Sl;%6 Door with SIdellbo(s) OnsWrig/OuloWng: , OX or OXO configurations) 25 y- Therma.Tru Fibar.Classuc and Smooth.8bar Nominal 68#219,8 lquatNor, InipaCtSquot Glazed 12f311= yes; Yes No WA Composite Edge Fiberglass Double Dwrwth at Wthout Sideliters (IrwrilnglOuldviiiing: XX a OKXO Ponfiguratons) 26 z. Therma -Tm FItier-Clossic and Smerath-St., Morning) 8=W:O &quotNohAmp*ct&quot, Glued 1221=22 yes year No N/A Composite Edge Fiberglass Single Door (Inviiiing/Outsmig, Xconligurstion) 27 to Therime, Tru Filosr Classic and Smooth Star Nominal S&AW;O &quotNm- Irripactisquot; Glued 12/31= Ym Yous No N/A Composite Edge Fiberglass Sent. Door fth Sdelibsu(s) XO OXor OXO configurations) 28 zb ThIerimil-Trii Fber-Clasi and Sirricath-Star Nom=;OFS wed 11213V2022 yimi YES No MIA C Daubs; Door Win or am "th.. Sle.l. onsuinngfoutaffing; )0(or OXXO configurations) Florida Department of Business & Professional Filegulgaillon Building Codes and Standards Product Approval Application Detroit Page 1 $2 �a 021111 RAU am Cose, Rated - Valli Manufacturer Conrad LQMQULLLMM YANO" AWMIMW LKJWGMK lit"alon 2020 MI Wndoues and Doors Brent Winder Lute Roberto Lomas Steven M. Linen. PE 10006=20 1011301=20 1011951020 lznWA20 Apprauiad Colorioll Elawor Dpors (T17) 305-3300 P6=14 i?M 317-8454 Slli Exteirlar Dow Assentolle. oambilance Nl"hD& Enluallon Flow torri a Floll Ift Registered Architect w a UcSrad Flonde P,d..IonW Brigir.. IFIJ0161324RAIRraclud, AKI ==!:1arorMi Quiedity Assuarvat PlodWit Detestation CMEWA Poolroom DON, Amonisodforklap Antgovird for Use In HvHZ outside HINIM Impact DHIM ReArly" Pressure I UMINUM SW SERIES 420 ALUMINUMSGD OXO 1201112024 No yes No N/A I45-V4AquoIAS0aquot; NON -REINFORCED 2 SGIUSS 420 ALUMINUM SGO SERIES 420 ALU MINU M BCD OX XO. )V 12/311=24 No No WA 969cluat"1108,quot. NON -REINFORCED 3 SERIES 420ALUMINUM SOO REINFORCED SERIES 420 ALUMINUM SGD RE�NFO:C DOXO IZ-311,7024 No yes No WA 145. 314k.cIx9fl&q.g1. M SGO REIN U NFORCED $Ei 420ALUMINUMaOD RE N 0 CEDOX 12r3i/2024 No Yes No IVA :ER�ES:20ALUM X0, VagaUlAY901001: '0' e ES M�N R 20ALU NUMSGORM FORCED SERIES 420 ALUMINUM 000 REINFORCED XXX 12f3l/2024 No yes No N/A 143III&IL0,9113o.d. Florida Department of Sualliess & Professional Regulation Building Codes and Standards PrOdUCII Approval Application Derail Pop 1 .1`2 IR=l '10 Q& Easm LIMA! Las Data leendinar 11121t vershart Manufacturer Cooled 111rudirsair & Licannum, Vaildlated Dir xmwim filattad F&C Angroval Approlied Revision 2020 liVily-Det0n, a dAslon, of OvMha.d Door O.gyna Kni,h Jurn, a St. J.W.yp Arna-. P2 lat`12020 OV2VA20 10=020 121'16,12020 Approid Corporaftift (330) 763-9121 PE-51737 (904) 821-5200 Category, rulovior Daon; c guisCal.RoIr. goditeral E twier Door Assernitillas Complierice Method: lisluaticri Report norm Hall Registered Architect or a Limsed Flodda Prolossionfil Engineer It" foodet Modell. register at No= product plecripaw c AggDagaugLitart Acciaved for Use in HYHZ kna gosismy amim 3 80004�()01111200 01105 UO3S. Mo. iddh� I 44IM, Max height Oluirg 12131r2023 No Yes Yet -310005.00 6161101. in top . intermediate soolor, 10 80004 D0111200#1 123 1 64M. M. idlK 1444119. VAX hollighl. Goat 12131 Q023 No Y.. Y" -30.00,133 50 available In top or Intermediate section. 11 80D)ASIODA2110 01124 16WO MaxeAdth, 1460or Max height Olsiong 12131,2D23 No Y. Y" -34 40140.30 an,ailable In top a, intermediate sactlon. Flodds Department of Business & Professional Regulation rose I or Builcling Codes and Standards Product Approval Application Detall Ma 11i or 01111 292 DK# Pending DO mm Version saminuflacturair XMWID" yagam Mom= LoLazimxd A,-,W am& R.~ 2020 CuMse cWhIlon of MOD Inc Tom Ratlay, UL LLC Troy Borneo, RE 12MOM20 12MV20213 12121/2020 Aippromd CM*M: Eiderlor Door$ , 494-29 13 954) S47-08134 Subcategory' . Exte"or Door Components compliance Mialed: Cartillcom Mark a Living fUllol 1537.42 Produced Quality Assurancat Aciplanitcl for Use Approved for Use kgAW W6101 a" 2"' OL N'- til�14"l &20xaalszmw S90UMASPKdAULRO In KvHZ 2uuwal= Itsoletand lerssiouns 1 .1. 111, and &4T Snpl-nd Poir, of M. 0. Diseed. and W-wed �gl. end pairs or i2/31/2M Y. Y., yes N/A Doarii holes, metal dcors� Florida Depa rtment of Business & Professional Regulation Pigs 1 or 2 Building Codes and Standards Product Approval Application Detatil C44. eww V -0 IIA 2b pass Pending Dele VwVw Manufacturer ARINELALWM YON&" kdwm Astisagalial FQC Ago -al Ao,,,,d R*�49epn 2D20 Mil windws and Dow$ Igront 8111'rugair American Architectural Slow M Unch PE 11/1712D20 IV1712020 11127IN20 Aperood category: winom t7l 7) 30-3300 Man.noctur-Assadebw (711) 3174454 SuliCar.gorr. single Hung adinasrami'a com Compliance Method: Conlillefton Mark or Ushma 2wwkAUILM Acono-d 1, Use amLgncxmm kilaigil Doom In Hii Oldido If" RHIMM linsiourst 2 UodL Mueew or 52 72 Fill/Flionge From& IG/SG single Hung 1010812023 No Yes No 1$cv-so L=st.d GI.. Cn 0 CL CL 0 0 CU -0 U) -t::! 0 0 -M 0 q 0 CU 0 .0 CU LL 4- 0 CU > E 2 E CU cn sep -seeeir CU U) < Z Z W mi -C I, \ii ___j 00 Go C2 C) cr_ C-4 C= -4 C=) C-4 C, E C3 U) L. CD E CU C0 > 0 > L_ CL 0 CL < 0 0 C/) L) CIO M =:3 < riiiils�o 101- F- 0 L CIO LLI < Z Z _J CL SHEET NO. PA 1.0 Florida Department of Business & Professional Regulatlon P.D. a .0 9 Building Codes and Standards WM22 Product Approval Application Detall 29A clikK 20 no Dab Pending Rft im Version ZEUIULLLOM vaildow law Atud" Sartorial P&G socialist Approved ALUM& sterilinon 2OQ0 Thw�T. Cc I Sbvo jislaterso. Lyndon F Schmidt P. E Ryd 4, K P E 1010711 09/18=1 1001311 12M&'2021 Approwed Category. bftrW Doi (III Si PE43400 (013) TOW SubC4tWry: SWraing Bftr& Door AGoombi" ejaspersonathermatru.co Compliall MeMod: Evioluston Roportfrom a m Florida Registered Archi or a Licensed Florida Profeaskonal Engineer FLN20"14t7 lillinductor 2WWUAMWMM &RRMVNLMM Ag&MWSAR[.M 9= U" "QX Product MadM. Number or Name Plodtwt D"Cirlortion Content Expiration Date In MVMZ OutiOds MV1HZ Assistant Pmmm I a Thermse-Tru Fiber-Clowho and 6,.oDW -SW Nominal] OSAII Iliquatfilon-IrromolAquot. Opaque 12/1 No Yea No MIA Compromise Edge Fibergioses Single Door (InsvirilrWOubminina; X configuration) 2 b. ThormariTru lillow-Clasalle and Smooth-Stor Nominal 611tili Iliquicithlon-Irripatillitpirot, Opaque 1211 No Y" NO Will, Composite Edge Fiberglass Single Dow with 9dolill (I nsiringrOudowng; XO, OX re OXID configi ... ) 3 c. Thatirds-Tru Fbw-Cl9&Mi Smooth4ftr Nominal Saari 1114tictalori-Impactliquot Opaque 12fi No Y" No N/A Fiberglass Composite Edge Double Door wKh a WthW SkMites (ImeminglOutorkrig.)C(cir O)DI configuratiorm) 4 d. T1mmdaiTnj Fiber-Cimc and Sincotl -Star Nominal 741 &quo�Non-lmp&Mquot Opaque 1213112022 No Y" No MIA Composite Edge Froargism Single Door (InrAnWOuWMng; X configuriallon) 5 a Thermse-Tru Fibw.Clmuic and SMOOM-Mor NominsI780i liquothlon-Impooffliquot; Opaque 121`3112= No yes No WA Composite Edge Fiberglass Single Door with Sidellhori OnsirvinglOutai XD. OX or OXO confligunWorm) a 1. Therma-Tru Fiber-Cla"Ic add Smocith-Mar Nominal U#39;0&quatNo�impacb%quot ' Opaque 1=1112022 No Y" No N/A Composite Edge Fibwglm Old& Door grownWIOutsvviV, X configuration) 7 g. Thenne-Tru Fibw-CWmic and Smooth-Mor Nominal W411:0 Aliquottlon-Impatifiquot, Opaque 12411= No yft NO NIA Composite Edge Fithorilow Single Door with Sideliti (InviorgrOuteirAng; XO, OX or OXO configumbons) 8 It, The�7m Fibw-CL�ic and Smooth-Stsur Nominal 811,411 Squotillon-trinfeachilquot Opaque 12ri No Y" No MIA Composite Edge Fiberglass Double Door vAh or WbuiA Sido#bme frimming/Ourbarring; XX or 01 configuration) 9 L Th.rmzi Fibo,4W"c and Smooth-Ster Nominal SoAl &quorlilon-Impactfiqui Glued 1211 No Y" No N/A Composite Edge Fiberglass Single Dow Onoritrinel'Outomini Xconfichuration) 10 J. Theridil FlbetC"Wc add Smoothi Nominal OSA=;8 fiquedirlon-Impactsi Gluai 1211 No Y" No NIA Compo" Edge Flb&V�m Single Door III Sidelflai tln&WnWOLUWng; XO. OX a OXO configurations) 11 k Th.--Tru filleet-Chessic and &mot,8w Noinninal 011439;80ulothlon-Impooftuot Glazed imir= No Yes No NIA Complain Edge Fiberglass Double Dow virth or Wthicart Sklamw (ln&MnWouWMng; XX or OXXO cwO9umtIoi 12 1. Therms-Tru Fiber-Clanic and Smootti-Sta r Nominal 7&#30;O4LquoItNon­ImpscI&qux3t Glazed 1211 No Y" No NiA Composite Edge Flbwgl� Single Door (IterninglOulgryinnif Xoginflouration) 13 m Therme-Tru FiberZlmWcond S�INEhr Nominal 7&O3Q;O&q..tNd,Idnp*.t&i Cooked 12/1 No yea No NJA Composite Edge Fiberglass, Sing is Door Wth Skleldei PruminglOidiciiiing, XO, OX or QXO configurattions) 14 r. ThOrms-Trid Fibm-CMGIC and Sniocth-Eftr Nominal U031gPilliquottion-Impoodqual; Gland 1211 No Y" No MIA Cwnpa.ft Edge Rimighmalifingle Dow oramithigiOutimiling X ocrillipmetion) 15 o. Therrinki Fiber-Chmic and Smooth -SW Nomnal sloN.Oiquottlon-ImpaclikI Giand 12131r= No Yes No MIA Composite Edge FibergleasiSingle Door With Siderhi (In"ng0j%mrn9� XO, OX or OXO configundlons) is p. Thdrre�Tru F[bW.CMftiC and Smooth-Stor Nominal SSAI liquothlonill mpectfiquilot; Glazed 12151r= W Y" No N)A Composite Edge Flbwgism Double Door With or Whiten Sidelites itnemiring/OuSming; M or OXX0 configurations) 17 q. Thamse-Tru Fibw-CMuic and Snwft.SW Nomhw 03039:6 Squothbort-impodilliquot Opaque 12,1 No yes No MIA Composite Edge Flbwgl� Single Door With Transom (Intering,00joviiiiI OIX configuration) is r Thormai Fiber-CWwio and Smocith-Star Nominal 040311ISSquothlort-Impactilquot Opaque 12)31= NO Y" No NIA C—posto Edge Fibrgl— Single Door ft Sid.l"I add Transient (InownglOutomi, 0/1 D/OX or O(OXO configurabons) 10 a Tharma-Tru F bor-Classic and Smooth-Sthr Nominal 8030.0 Squot Non-Impactilliquot; Opaque 12/1 No Y" No MIA Composite Edge Fiberglass Single Door virith Sdallai OnstroingirOulawniz XO, OX ar QXO Continuous HmW end 8111 confIguraborks) 20 t Themmi Fiber-CUaW and Smooth.Ster NomInal UPI 0 &qu*,No..(mVoet&quat Opaque 12111 No Yes No N/A Composite Edge Fiberglass Single Door with SidefitsI QnsivinforOutivoing; XD. OX or OXO Continuous HoW and &It configurabons) 21 u. Th�Tru Fibier-Clanic and Smooth -Mar Nominal 5SIX31oll Iliquattion.1nintractillii Glazed I WHl= No Yale No NJA composite Edge Filtarglan Single Door wft SideNWa) OneviiingfOularaing, XO. OX or OXO Continuous FWW and Sill mMoumtiom) 22 Thedrol Fiber -Classic, and 6mocith-Star Nom nal =0 &qtlo(Non-impeclaciuct Glued 1 W311M No YOM No I Composite Edge FibergW= Single Door with SicWW4) QnsWnWOuMWrig; XO, OX or OXO Continuous Head and 511 wnfigurabbm) 23 w Tt�Tru PlIcer4lanic and Smosithi Nominal &SASIod I114tictflon-Imparetectuot Opaque 1211 No Y" No NIA Comparison Edge Fiberglass Door Panels with Vented Sidolibi OnOwnglOutowing, M XXX of XXXX configuralitirm) 24 x Thermor-Tru Fiber -Classic and Sotoodr-Star Nominal Baal IlquMNon-ImpactSiquot Opaque 12ili No Y96 No MIA Composite Edge Fiberglass Door Parkels III Vented Sidelimi en*vAngtOuwwkV: XK )=-X)00( crierwelio".) 25 y- Therniol FlIke.Cimake and Snitecithi Norrilrial SLIM;glqk�tNom.iwpooMquot Glazed 1211 No Y" No N/A Composite Edge Fiberglass Door Panels iii Valued Scloslitai OnsWrigirOutoriving; )CI Wor )0= configuration) 20 z. Therme-Tru Fkw-Clauic and SmoothiStar Nominal $1161111 Iliquothlon-Implacklouct Glazed 12r3i/2022 No Ym No NIA Composite E099 Fiberglass Door Panels vAth Vented SdalWo) QnsvilingrOutiviving; XX XXX a XXXX oteriguralions) 27 za. Theromi Fiber-Clessic " S. cad -Star Nominal O1MaM:S Squot;Non-Impecdcluot Glazed 1211 No Y" Kb N/A Composite Edge Fibergkm Single Door with 311 SdelWt) OnliminelOurbroing: XO. OX a OXO corrifigurrations) 25 xb. Thermi FIber-Cli and Smosith-Ster Nominal 118030i Glazed 1 zolr= No YM No N/A Composite Edge Fiborglan Double Door �Oh 3&#M,,O Oldelities PnsMnofOuw*ng, 0)Q(0 configuration) 29 zi Thermai Fiber-Clovoic and Smooth-Ster Nomirsel O&OWO Oqvco;Non-1mp%crAqi Glued 12ti No Yoo No I Composite Edge Fiberglass Single Dow With 31MM,0 Sidellari OnomangliOutimmi XO. OX a OXID 30 zd Th�T.Fibo(-QwWc and SmoothiSher =iM gquotNo�i.podAq—t. Gliviced 120311= No yes NO NIA an Double Door vith 38xi S1deIfta (Inwmmaoouwwlng� OXXO wnNgurabor,l 31 ze, Ther—I Fibw.QaMcand SmoothSlar Nominal 7&11139�0 &qUotNo�iMpnt&qUCC ShakW 121311= No yes like NIA Saries Composite Edge Gh�zodl Fiberglass Single Door wth a VAthout 1&#39;2 Sidelb(s) onaviringlOubriving; X. OX XO or O)QO corilithuations) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Oetail 3/1512022 FLN6269-R31 2110 Entlu 20 =a Status MCM Version Manuflictureir conuct Engineer Validated AX Wildsted Submitted Pending ARproved Approved Revision 2020 POLYGLASS USA MaturilrAlpert License John W I Oti 1WM2020 f= 12115QO20 Category: Roofing $9U233133OSffwlperapolyglass.corI Robert filiedirrinen Knezovich, PE ARAM29 SubCaft-o-: PE-591 68 IQ541 772-6224 11/01IM20 Undoodayridents Complistrice Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florldra Professional FLA62SM31 Engineer Products BOLM Product lkdfi Number or Cluallx Agagigilic contract mygradon Product Dowdation Daits Aonmmd licar 5DR0jr_ Use fat §WWkjL_hYff_ Ui* IM219 Resistant I Polyi Rod Undeekyments Rooting unchadayments ICV2112= No Yet NIA I Poliffliass Roo Unglorkayments, (HVHZ) P*olaos roor undemaymenim for use in III 11212MM Yes No NIA HVHZ juredidone. 2 Polyglass ROO Underkyments (man-HVK4 Polygla" rod undedriminents. for use In 1W23rJ= No Y" NIA FRO noni jurfiedictions 1 Polygla" Roof Underlsoyments (HVHZ) Polyglot% rod underlayments for use In FSC, 1211 yes No NIA HII Jurisdictions 2 Polygla" Roof Untleftyments (man -Hi P*gla" rdof unitherlaymonts, for use n 12/1 No y4m NIA Fee non-HVHZ judsdldom. I Polight" Roof Undarlayne" (HIVI Polygla" roor und~erts for use In FBCiW2Y2023 yes No NIA HVHZ jurisdictions. 2 Polyglass Roof Underlaymem (non-lillfri Polyglaits rocir underlayments, for use In 1211 No yes NIA FBC noni jurisdictions. I Polyglass Roof Undedayments (HVi Polyale" roof underlairments for use In FBCi2fi Yes No WA KVHZ jurisdictions. 2 Polyglass Roof Uride"ents P*Cls" red usidedayments, for use In 17JI No Y" NIA FRO ma"VKZ jurisdictions � Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Debi I Desion PM22Ln 4WAI-M,S IVA -NJAII WA -WAji WA WA -Wisi repi 36=1 12 i III !1; 01 .1, Bntft or am 20 caft P-d— go Tm VAVM jagifiltualIx ccdmd Iftwirdor A Litovsk waditod By VAIIIII s�tm Pac Amrovw Asionived P.M� 20" f4dak Inc. III Walden ICC Ev.tu*Uw Seri ILLC ICC evaluation Simmus. 01,031 12a=22 (11103""23 Appromid cdoew structure! camseciiii 1952) 30408 I.I.C. 2,60d.p,y: Truss PW.. viesidergirnii... (2051 $99-9800 compliance Named: livehisolon Report "in a PN,duol Evolusuarn Rally PLMM141hb*BdLmft SoML&� AQKMMglffj= A—,,,d for UM MMA gogm As" PtdLi 0 ... hillim In HVIIZ Matilda Hi Rffjmtani Prisi I MI SAM8 if 0A. high stresigth III connodar plate 12131=4 Y" 'A's MIA NIA 2 MISSHS I a III super h Wh strength truss connector pW# 12130.2024 Y" YOS NIP, MIA 3 mi is 11 go. Indra =no. plot. 1213111 Yet, Y. NfA NJA 4 MT1" 18 9L high samilliffin nag cannedor plats l2nif2024 Y" Yet NA MIA 5 MT20HS 20 go. 4h visaingth lives connoder plate 1211 Y" Y" MIA ?i a TUS. MI Is go, bidisciedractorostes 12411 QW4 yes Y. MIA NJA I -I , MT20 20 1 tai connector plain i2t3l,2024 Y. Y. MIA WA Floi Department of Business & Pterforearonal Regulation P.O 101 Building Codes and Standards Product Approval Application Detail im Ease, 29A am AdLbmim Iva vorron stanumsenurar catin bdDiffAllim VOINM@d 0, YA[low ammmo PIC Awroysi ADOMUbd IOWA& Affiffration 2020 P111"Includd. Jenk Rose.* M.�i-DodOOCCO-CER MIWHI IICCO - VAL 111051 111060211 11.1111 Approired CampW. Wrd— (941)48&0100 (708) 315-2500 SulloCarrifory. Sli Hung Complaress MOhm: Connection Mirk or using pLdm4m Quell, A,— Agazaboallialijiliza Abandon for Lima Ram ankm &tat Number W Hum Product Dmcriodm CmaydbomimDlte it, HVHZ outside Radod Pleasure 2 MMUsill. Wpd) Vii Slage Wine iisfindow o7r.04025 York Y.. Y_ NJA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pw I cill 111,02021 C.Do EnO, - a" ad& 2$Lbb= no mm V"- Wnufwww Centers Endnw 4 Upon Vailidered 2, Vidirbigil hhRW FOC Ammeter MagIciall lb" AAm*m 2D20 PGT M&JSW" Jams Rawkeeld Worril-Didis RCCO - CIA MhM�Dod. 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Preftnional lingin— LUMMAIaLlmdua 101 itagI'.tNOM 2 6704 Florida Department of Business & Professional Ragulation PgI Building Codes and Standards I&W Product Approval Application Detail Iii or 291 2" 09, Rod- am C.MaK l,cd-, A Lk,-, Vgdbd a, md9im jistagild FOC A-mgW A,,,Vd Ridge, Brant allreor Luis A Loni Re stemn a Lki RE loffierlom 101406=0 i(ItI121120 12MM020 AW"d (717) 395-3MO PE-6i QM W-6454 befilingeritimhod.own, Sui&AMWMK Amason for Us, agammiaLm kla= 2§lim Product D�Man Sm*mtzswomw.2" III 2wddLt= Rub= eumn Vwbcw Aluminum Mullon lWin*24 No Y. Y., WA Florida Department of Business & Professional Regulation rogizoi Building Codes and Standards loa=l Product Approval Application Detail SAO Knees a 20 Do oaf Ptndm an im au au 2SLb= am mm xnaim aKwhmwm rated. KWAMLLU� Xd*NM kddmm AMM2M LWAAgROCA sumormed 2" I= YKMM owdamm So= lu&MKAIWM 9mgm@L& NNW" somas" ZWLAMMO AROMM and Roloon 2020 Join Hardle Vulkli Product*. Inc. Chad glaroks V. AAd" Tim J.1macuthidid.P.W. 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LLO 07A40M VM42MW 0742cm App-d (w)w544U goothealOOs ammmmiixmn ANMEILMLUE UAW 2111110 caftymalwAd" In nmggsgi YM Ym R. NA CU Cn -0 —CU > a) 2 0- 0 a) CL m 0 " CL a) C: cu -CU VJ 0 C 2 ICU 0 -4--#•CID CU 0 Ln E a) w CU '*0 CU -b-0 -0 . C CD W J cwb C" cz C14 00 C= CL-- w E rc c Cn E =3 co ICU > 0 > L CL 0 CL < C-) 0 < L— CL (1) C/) ICU < —0 0 CLU W < Z rJ z a. March 6, 2023 SHEET NO. PA 1,2 MIAM! MIAM DA.DECOUN PROD ii CTCONTROL SECTIOVY 11905 SW16 streets Rom 208 DEPA.RTMOff OF REGULATORY AND ECO-NOWC RESOURCES WM) M­ Florida 33175 2474 BOARD AND CODE ADU IISTRATIONDM15MN T (7" 3I5-2590 F (7W 315-25" NOTICE OF ACCEPTANCE (NOA) *r**Misawdoe-20V0901mm• PGT Industries, Inc. 1070 Technololpr Dtii-e, '_north Venice. FL 34275 Score: This NOA is beingissued under the applicable rules and regulations governing the use of conshmctionmaterials. The documentation submi#M has been reviewed and accepted by Muni -Dade County RER -Product Control Section to be used in 14fratlai Dade County and outer areas where alluwed by the Aut mity Hawing dutmdictim (AW). This NOA shall not be valid after the expiration date statedbelow_ The Miami -Dade CountyProduct Control Section (In Mianu Dade County) en&or tine AHJ (in areas other than Miami Dade County) res erve the right to have this product or material tested for quality assurance purposes. If this product or material fails to pesfottn in the accepted manner, the maxw&cturer krill incur the expense of such testing and the AHJmay immuhatelyrev oke_ me difY, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance. if it is determined byNUami-Dade ConatyProduct Control Section that this product ormaterial fails to meet the requirements of theapplicable building code.. This product is approved as described hesein and has been designed to comply with the Florida Building Code_ including the High Velocity Hurricane Zone. DESCRIPTION: Series ` .4570J2770" Vinyl Sliding Glass Door (Reinforced) w,hro 9CP & 135e corners-L.Mi L APPROVAL DOCL'l EXT: Drawing No. _MD -5570.0 Rer-B, titled "Vinyl Sliding Glass Door NOA (11v1)", sheets 1 through 21 of 21. preparedby ahanufachirer. dated I OM1115 and last revised on O'?-.t'01L 1, signed and sealed by A. Lynn Moiler, P.E.. bearing the Miami -Dade CrnmtyProduct Control Revision stamp with the Notice of Acceptance number and expiration date by the Mum -Dade Cauca Product Control Section. MISSILE IMPACT RATLNG: Large and Small1EMst'le Impact Resistant Lim ations: I- See table 1 (sheet 2) and table 2 (sheet ?)for apphcable SGD unit sizes, design pressures, reinforcements types. glass types, sill user (see tables B-1 & B-2. sheets 7-8) and anchor layout sheets requirements in 11 thru I & 2. Rigid White PVC, Tan (Non -white) Rigid PVC andBrovm coated (Painted or laminated) white Rigid PVC to be labeled per retbrencedNOA'srequirements. 3. Egress operable doors must ccmplywith min clear width or height per FBC requirement as applicable. 4. Pocket walls under separate approval, to be reviewed by Building official L ABELING., Each unit shaltbear a permanent label with the nthannfacturer<.s name or logo, city, state and series and following statement. "Miami -Dade County Product Coamrcol Approved', rioted herein. RENEWAL of this NOA shall be considered after a rew al application has been filed and there has been change in the applicable budding code negahwly affecting the perfamuvice ofthis product. TER?l►M ATION ofthis NOA will occur after the expiration date or if there has been a rew im or change in the materials, use, an&or minifiKlute ofthe product or process. Misuse ofthis NOA as an endorsement of any product, for sales. advertising or any otherpu gxres shall automate ally terminate this NOA_ Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISE.ME T: The NOAnumber preceded by the words Miami Dade County. Florida, and foluwed by the expiration date maybe displayed in advertising literature_ If anyportion of the NOA is displayed. then it shall be done in its entirety. Lv SFECI'ION: A copy of this entire NOA shall beprotaded to the userbythe m mrfactuser or its disufttors and shall be available &t in speetim at the job site at the request of the Budding Offxial. This NOA rex ises & renews NOA#20-0429.05 and consists of this page 1 and evidencepages E-1. E-2, E-3. E-4, E-5 & 1<6 as well as approval document mentioned ab(me- The submitted documentation was reviewed by Ishaq L Cltanda, PE. NO A No. 21-0205.03 ( / Expiration Datet April 14, 2016 t" rl f�q n �, Approval DatoXarrh.19, 2021 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EV DENCE SUB?bIITTED 2. Evidence Submitted under precious .submittal A. DRAWINGS 1. Drawing No. MD-5570.0 RerB. titled "Vinyl Sliding Glass Door NOA tLI++1)" sheets I through 21 of 21. prepared by manufacturer. dated 10.05115 and last revised on 04r2120, signed and sealed by A- Lynn Miller. P.E. B. TESTS 1. Test reports on: 1) Air infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test. Loading per FBC. TAS 202-94 3) Water Resistance 'Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Ulind Pressure Loading per FBC. TAS 203-94 along with marked: -up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsi1791 and Dow sit 983 silicones, prepared by Fenestration Testing Laboratory, Inc.. Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Alum Outswing Casement Window (unit 8 in proposal) FTL-20- 2107.3, PGT PW7620A Aluminum Fixed Window (unlit 9 in proposal) and FTL-20-2107.4. PGT PW7620A Aluminum Fined Window (unit 10 in proposal) dated 071131.0. all signed and sealed by Idalrnis Ortega. P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 7* Edition (202ft dated 0422'20, prepared by mam factuner, signed and sealed by Anthony Lynn I1Mer, P.E. 2. Glazing complies with ASTV. E1300-04, -09. -12 and -16. D. QUALITV ASSUR.A N CE Miami -Dade Department of Regulatory .and Economic Resources (RER). E. 3 lTERLAL CERTIFICATIONS 1. Notice of Acceptance No.19-0305.02 issued to Kuraray America" Inc. for their "Trosifolt UTltraclear, Clear, and Color PCB Glass Interlayerf'. expiring on 07108,24. 2. Notice of Acceptance No.17-0803.02 issued to Kuraray America, Inc. for their "SentryGhst (Clear and White) Glass Inter] Yers", tatpiritlg on 07i 41?3. 3. Notice of Acceptance No. 18-1106.10 issued to Vision. Extrusions limited for their "Brown Coated (Painted or Laminated) 'White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 09/30r24. 4. Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their series "YE 1000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors". expiring on 111-9//21. IA ` � � Of .4 Ishaq L Chasers, P.E. Product Control unit Supervisor NOA No. 21-0205.03 Expiration Data: April 14, 2026 Approval Date: Marti 2;, 2021 E -t PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous NOA A. DRAWINGS 1- Manufactu er's die drawings and sections. (Submi ted under , 0.4 .Vo. JI-0107. 04) 3_ Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA (i.M)", sheets 1 through 21 of 21, prepared by manufactures, dated 10105115, with revision A dated OV05117, signed and sealed by A. Lynx Mincer, P.E. B. TESTS 1 _ Test report on 1) Uniform Static Air Pressure Test, per FBC_ TAS 202-94 2) Large Missile Impact Test per FBC. TAS 201-94 3) Cyclic Wind Presswe Loading per FBC, TAS 203-94 along withmarkedup drawings and installation diagram of-%*vl sliding glass door. prepared by Fenestration Testing Lab, Inc.. Test Report No- FTL 8717, dated 12207/15. signed and sealed by Idalmis Ortega. P_ E. (Test report revised on 02/15.16 and 02. 34116) 2. Test report on 1) Air Infiltration Test,. per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resista noe Test, per FBC, TAS 202-94_ 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Prune Loading per FBC, TAS 20394 6) Forced Entry Test, per FBC, TAS 202-94 along withmadmdup drawings and installation diagram ofv nyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 11106115. signed and sealed by Idalmis Ortega, P_ E. (rest report revised on O VO4,16 and 02,q 2016) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Prune Test: per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 20294 4) Large Missile Impact Test per FBC, TAS 20194 5) Cyclic Wind Pressure Loading per FBC, TAS 203.94 6) Forced Entry Test, per FBC, TAS 202-94 along with madmdup drawings and installation. diagram of vinyl sliding glass door prepared by Fenestration. Testing Lab, Inc., Test Report No_ FTL 85.17. dated 12104115, signed and sealed by Idalmis Ortega, P_ E. (rest report raised on 0?.'15116) 4. Test report on 1) Air Infiltration Test, per FBC. TAS 2W-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC. TAS 20294 4) Large Missile Itnact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL &W. dated 12104/15, signed and sealed by Idahmis Ortega, P. E. (Test report revised on 01 r'04116 and 02111r'16). pp j:j S+yr d i Z E !).. hhaq L CLaad:t, P.E. Product Control fait Supervisor NOA No.:1-0205.03 Expiration Dow April14,2026 Approval Date: btareL 25, 2021 E -1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. -MATERIAL CERTIFICATIONS (continue) 5. Quanm Part Sumer St)acef Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU -in/ hr. fV-`F, ASTM F 12.49 WVTR Pass, ASTM D3985 Oxygen -Pass; ASIM E 2190 I.G. Durability -No Fog Pass. (Subirt turd under pretions XV0.4 A'o. I "409 05) 6. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU -in/ fir- W-'F, ASTM F 1249 RTM Pass, ASTM D 1434 Argon P+e a -Pass, ASTM E 2189 I.G. Durability No Fog, ASTM E 546 Dew Point Developnxmt -20°F in 48 hrs. (Submhoed under N,0.4 No. 15-0409.05). 7_ Vision Extrusions_ Ltd. Parts complying with PVC-AAMA 303-13. Voluntary Specification for Rigid Polyvinyl CUbnde (PVC) Exterior Profiles for Vision Extrusions, Ltd. VEX-1 by AAMA Futon Exterior Profile Certification Program (Srtbmifted under NO 4 A'o. 1 S- 0409 05) 8_ Vision Extrusions, Ltd. Parts complying with PVC-AAIv1A 30343. (Srtbm (rued under A'0.4.?'o.15-0469 05) 9. PVC-AAMA 303-13, Vohrntary Specification for Rigid Polyvinyl Chloride. (PVC:) Exterior Profiles for Vision Extrusions., Ltd -VEX-1 by AAMA Fenestration Exterior Probe Certification Program 10. Notice of Acceptance No_ 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for their "Tan 3040 & light shade (non -white) 111doe Rigid PVC Exterior Extrusions for Windows and Doors expiring on 02/C4,21. 11. Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration Sohrtion, USA. Inc. for their series "White Rigid PVC Exterior Extrusions for Windows and Doors`, mpinng on 02,28/23.. 12. Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Solution, USA. Inc_ for their `Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for Windows and Doors', expiring on 04-1160-5. F. STATE?llENTS 1. Statement letter of conformance to FBC: 71b Edition (2020). dated 042220• issued by tmarmfkhuer, signed and sealed byAnthony Lynn Miller, P.E_ 2. Statement letter of no financial interest and of independent. issued by manufacturer, dated 04' 18120, signed and sealed by Anthony Lym1 Miller, PE_ 3. Private Labeling; Agreement document between PGT. dated 03,3045 and signed by all un,olved parties. G. OTHERS 1. This NOA. revises N OA# 17-0420.06 (PVT wrCGI) and updates to FBC2020 (16 Edition), expiring 0421./21 _ 2. RER Test proposals #194155 dated 0110.20 approved by Ishaq I_ Chanda, PE, expiring 04114r2L E -5 F I*xq L CLaada, P.E. Product Control Unit Saponisor NOA No, 21-020;.03 Expiration Date: April14,20!6 Approval Do to. Marck 3 , 2021 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUTB3ffITED B. TESTS (continued) S. Test repast on 1) Air Infiltration Test. per FBC- TAS 202-94 2) Uniform Static Air Pressure Test. per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 20194 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 6) Forced El11ry Test, pet FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl diding glass door, prepared by Fenestration Testing Lab. Inc.. Test Report No. FTL W49, dated 1106?15, signed and sealed by Idalmis Ortega, P. E. (rest report revised on 12/04.45 and 0241116) 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 3) Water Resistance Test. per FBC, TAS 20294. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 20394 along with marked -up drawings and installation diagram of vinyl sliding glass door' prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8552_ dated 12104115, signed and sealed by Idalmis Ortega, P. E_ (Test report revised on 02115,2016) 7. Test report on 1) Uniform Stag Air- Pressure Test, per FBC, TAS202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dated I I!19,40, signed and sealed by Jorge A. Causo, P. E. (Subniftted underJV0.4 Na 11- 010 0,t) 8 Test report on 1) Air Infiltration Test per FBC_ TAS 202-94 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact rest per FBC TAS 201-94 5) Cyclic Wind Pmaue Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC. TAS 202-94 along with matkedup drawings and installation diagram of amyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6.137 (samples A-1 thru A-5), dated lb06110, signed and sealed by Jorge A. Causo, P. E. (Submitt'ed under V0.4 A'o. ll- 010 09) C. C ALCUTLATIONS 1 _ Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT dated 1109-15and last mused on 01115/16. sighed and sealed by Anthony Miller, P.E. (Submtilied under.N0.4 Xe. 15-1210. 01). 2. Glazing; comes with ASTME-1300-09_ Ishoq L Chanda, P.E. Product Control Uait Supervisor NOA No. 21-01.105.03 Expiration Date: April 14, 2026 Approval Date: MarcL 16, 2021 E -2 PGT Ludastries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUTBIEffU 3. New Evidence Surbi nitted A. DRA11°INGS 1. Drawing No. DID-5570.0 Rev B, titled "Vinyl Sliding Glass DoorNOA (I.M)" sheets 1 through 21 of 21, prepared by manufacturer, dated 10*5;15 and last rm-md on 02"01'.2, L signed and sealed by A. Lynn Miller, P.E_ Note: This revision consists replacement of same emsting installation screw with flat head. B. TESTS 1. None- C, C LCELATTON,S 1- None_ D. QUTALITF ASSUR.XNCE 1. Miami -Dade Department of Regulatory and Economic Resources (REX). E, M4,TERL4I. CERTIFICATIONS 1. Notice of Acceptance No.19-0305.02 issued toKararati America. Inc. for their "Trosifolg Ultraclear, Clear, and Color PVB Glass Interlacers'. expiring on 07/08124_ 2. Notice of Acceptance No.17-080&02 issued to Kuraray America, Inc. for their "Sent]-rGlast (Clear- and Wltite) Glass Interlatcers % mptiltting on 07104,Q3_ 3_ Notice. of Acceptance No.19-1106.10 issued to Vision Extrusions Limited for th& -Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 09130124. 4. Notice of Acceptance No.19-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades (1tion-1i7r#e) Rigid Cellular PVC Exterior Extrusions for Windows and Doors", expiring on 12/29121. F. STATEMENTS L Statement letter of conformance to FBC 7`6 Edition (2020), dated 02/01,21. issued by manufacturer, signed and sealed by Anthony Lynn Miller. P-E. 2. Private Labeling Agreement dated 03.09,21 between PGT Industries, Inc. and CGI Windows and Doors Inc.. signed by Dean M. Ruark, P.E., V.P. Engineering, on behalf of both companies. G. OTHERS L This NOA revises & renews NO.A## 20-0429.0: (PLA w/CGT), expiring 04r141216. 2. The current associated PL4 CGI file #21-0205.01, expiring 0444,26. E -6 Ishaq L Chaada, Y.E. Product Control Unit Supervisor NOA No. 21-0205.03 Expiration Dare: April14,2016 Approval Date: Marti 25,1.1.021 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUTBMITT ED D. QUTALTI7' ASSUTRANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER)_ E. MATERLAL CERTIFICATIONS 1. Notice of Acceptance No.1."529.14 issued to Vision Extrusion Limited for their "WIdie Rigid PVC Exterior Extrusions for'%Indows and Donors", dated 0813?'15. expiring on 09. 30/19. 2. Notice of Acceptance No.16-0920.09 issued to Vision Extrusion. Limited for their -17E 1000 Tan 202 and lighter :Shades (Non-N%lite) Rigid PVC Exterior Extrusions for Windows and Doors", dated 11-08/16, expiring on 12129/21. 3. Notice of Acceptance No.1."528.15 issued to Vision Extrusion Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08113i15. expuing on 09,130.(19. 4. Notice of Acceptance No.16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their TAN 3040 and Lighter Shades (Non-1lhite) Rigel PVC Exterior Extrusions for Windows and Doors" dated 0911546_ expiring on 02*4121. 5. Notice of Acceptance No-16-0712.04 issued to ENERGI Fenestration Solutims USA, Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09l15116, expiring on 04,116,20. 6.. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their"White Rigid PVC Exterior Extrtlsi(ons for Windows and Doors" dated 08A0ell7, Mooring on 02,28118. 7. Test reports No(s). 10- 2-792(A), 10-06-140527. 535753-09. per ASTM E-84- ASTND 1929 and ASTMD-635. issued by EXOVA to Vision Extrusion for cellulosic composite material. (Subntined tinder Ar0.4 1'o.11-0107.04) 8. Notice of Acceptance No.14-0916.11 issues! to Kuraray America., Inc. for their .`Senn --Glass (Clear and White) Interlaces". expiring on OP04118. 9. Notice of Acceptance No.16-1117.01 issued to Kwaray 4mecica, Inc. for their ..Trosifolt U>ttraclear. Clear and Color PN B Interla;t rs expiring on 07{0849. F. STATEMENTS 1. Statement letter of conformance with FBC-StbEdition (2014) and FBC-6ftEdition (2017), issued by manurfachirer, dated 08114 T signed & sealed by Lyra Miller, P.E_ 2. Statement letter of no financial interest, dated 04-118l17, issued by manufacturer, signed & sealed by Lyon Millar. PF_ 3. Letter of lab compliance} part of the above test reports. 4. RER Test Proposal No.17-0397. dated 05,05117, signed by Ishaq Chanda. P.E_ G. OTHER 1. Notice of Acceptance No.1--1210.01, issued to PGT Indus, for their Series "557012770" Vinyl S>idfmg Glass Door (Reinforced) -L.M.I.. expiring on 0444.,21- tf hhaq L Choada, PF. Product Control Unit Saperriror NOA No. 21-020rA3 Expiration Date: April 14, .026 Approval Date: 'March 25, 2021 E -3 4--0 N N to (D a..� C� L a O Q � 0 2 .� U (L '0 O cu rn _a c O L.L. An Cn E L O CU L 1- t� Cn i.7_ �C W J <'r3 rr,�Ho CD - � T E c. CY 10 -,-.. QD CU co CU 0 CDL Q U O Q_ CU Ca CU Q w z Z J Q J d SHEET NO. PA 1 A March 6, 2023 CO —Cu N O� .� L ram Q O O Ca (D U � (D N t2) O � � lL O LL _0 E O .� N L CL I— U� Q t►� e� c N co o 0 a '= tY > ,,, o `� a C_ �. �u o n> .. z L� C� 0 L O Q L U O L �J CQ U m CU O w z J Z Q J d SHEET NO. PA 1,5 MIAMI•QADE M1AM1-DADE COt1N'CY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadaeov/ccanomv Cast 1. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 Cast 3. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 Cast 5. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAW - 11LIECO Z - N REPM NO, IM77a.01 2 f2M8=M�AUA11QN 11SPOIXEN0. 2MIZU1 3 100 I PRODUCrEVAI,I�AT1QNRRWRTNO 204721.82 2 PRODTICT RVAI. I . 3 I III, C\ I I L ECO 1r4c- , / TILLIT TESTING A ENGINEERING 1 - .---.----- .. ­ -- 'rrLLfT 2.2. TES REPORTS; Large missile Impact and fatigue load tests were performed under Protocols TAB L.MATIRIAL CHARACTERIST ICS AND SPECFICATIOM $hall be strictly In accordance with General Not" and Components Indl Gated on TILLIT TESTING & ENGINEERING COMPANY . .1 I ­- Z21 Large missile Impact load tests were performed under SSTD 12-99 standard as ISTALLATION- in lation shall be performed strictly in accordance with details indicated on WAT."R A- JR., P.B. Wit Lem J2 �� '. "", 201, 203 as per 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 WALMA.'rILUT.JX,1IE. tilt6or)@aol.com PRODUCT EVALUATION REFORT FI.Pr 1,k-No 4407 per Section 1609.1.2 of the Florida Building Code, Uniform static loads as per sheets 3 thru 8, 12 thru 18 of IS, of Product Evaluation Document (P.E.D.), KCAU-14,I�01K,6719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor Specifications shall be as Indicated on sheets 1. 7 and 21 of oL�,A.L-.1&,.-'4NSIIO Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing drawing No. 20-i75. Minimum separation to glass shall be as indicated on Testing, Inc., Reports IN 96-569 dated 08/09/1996, #96-570 dated 09118/1996. 26, of Product Evaluation Document (P.E.D.). drovilling No. 20-178. Lab afSouth Florida, Report# 0814.01-01 dated 03111/02 wftnessed by William sheets 3, 6, 13, 14, 16, 16 and I 8 of 18. of Product Evaluation Document PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, REPORT NO.: 20-0727.02 R. Mahner, P.E.. Bortz Moroz, P.E. and Henry Hattern, P.E. and Report No. (P.E.D.), drawing No. 20-175. P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and 02119.011-09, dated February 25, 2009, signed and sealed by Edmundo #2126 dated 10/05/1098 witnessed byGilbert Diamond, P.E. and Report No. 7. UMITATIONS AN CONDITIONS OF USE: DATE: July 27,2020 Largaespaida, P.E. and Henry Hattem, P.E. Large missile impact and Cyclic REPORT NO.- 20-01`28.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada. loadings per Protocols TAB 201 & 203 as per section 16091.2 of the Florida f-MATERIAL CHARACTERL"CS AND SPECIFICATIONS: P.E. and Henry Haftem, P.E. 7.1. Shall be strictily In compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters Building Code. Test Report prepared by Amefican Testing Lab of South Florida, Report No. 11 23.01-10, dated Novembar23, 2010. signed and sealed by Julio E. Shall be strictly in accordance with General Notes and Components Indicated on 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 I I thtu 18, Indicated on shew 21 of`26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT SUB -CATEGORY: Storm Panels Gonzalez, P.E. sheet 1 and 2 of 18, of Pmduct Evaluation Document (P.E.D.), drawing No. 20-175. PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by 711teco, Inc. and signed and sealed by Waiter A, Tild, Jr., P.E. PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13,2009, Anchor specifications shall be as Indicated on sheet I of 18, of Product PRODUCT SUB -CATEGORY" Storm Panels VIATRUCTURAL ENGINEERIRG-CALCULATLOW, 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PANEL signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as Evaluation Document (P.E.D.), drawing No. 20-178. On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1 e2O.2 of Me Florida Building Code, per OC Metallurgical Report No, 1 OKMA 318, dated December 1, 201 0 signed PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global ProlwWon Products. LLC and sealed by Jerry Jaciofano, P.E. as per ASTM E-S. MANUFACTURER: QWliml Prolliscition Products I.L.C. length based on rational and comparative analysis, and in accordance with section 1151 6 of the Floods Building Code, Calculations prepared byTiNeco, Inc, 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame Structures. 4800 S.W. 51 Street Davie, Florida 33314 LENGINEERING M&ULATIONS, 7. L MITATIONS AND CONDMQNS OF USE 48M S.W. 51 Street Davie, Flodd&33314 dated I 11OVOS arid 03112JI5, signed and sealed by Walter A. Tillit, Jr., PL E. On 24 Gap Galvanizaid Steel Storm Panel for maximum panel length vs, design wind load, as well as maximurn anchor spacing vs. design wind load and panel 7.1. Shall be Strictly in compliance with General Notes No. 1, 8 thru 14, Indicated I PURPOSE OF EVALUATION: 3. MISSILE IMPACT RESISTANCEa Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License 1. PURPOSE OF EVALUATION: length based on rational and comparative analysis, and in accordance with on Sheet 1 of IS of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tifteco. Inc. and signed and seated by Walter A. Tillit, Jr., P. E. - This is a Product Evaluation Report issued by Walltier A. 7`1111111. Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAB 201 Protocol. No. 441 67), President of Tilteco, Inc. (Florida CA-0006719). This is a Product Evaluation Report issued by Walter A. 71111t Jr., P.E. (System section 1604 of the Florida Building Coda, Calculations prepared by Tiltsoo, I no., dated 12/1 8/1 0 and 08/27113 (for this revision), signed and sealed by Waiter ID # 1906) to the Global Protection Products, LLC, Rul* Chapter No. ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. A. Tilitt, Jr., P.E. 7.2. Product shall not be lnstalled within HIGH VELOCITY HURRICANE ZONES 6 I G20-3, Method I D of the Florida 0epa rtmont of Business and 4, WIND LOADS R ESWAAM- ,%J101114(olo", , , P.. T14 ' e, 61 G20-3, Method 1 0 of the Florida Department of Business and as defined on section 1620.2 of the Florida Building Code, Professional Raigulaillon. 20 Gage Galvanized Steef Storm Panel has been verified to sustain wind , �,�%'j� , I !�� I, .......... . -*1 .... ,,�C,EN& . 4/ EN --.� lip P /- I Professional Regulation. 3. MIASILE IMPAMNAISTANCE: 7.3. Product shall only be Installed into poured concrete, concrete block, and 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, 16, .. ,�c - 1 I.. -- .1 - . I a - 44167 This product Is being Issued an Evaluation Report as described herein, and has Large missile Impact under section 1609.1.2 of the Florida Building Coda, as per SSTD 12-99 Standard and TAS 201. wood frame structures. been verified for compliance In accordance with the 2020 Seventh Edition of Me Florida Building Code, and to verify that the product Is for the purpose Intended 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10� 11, I- - . . ­.��—�R:_ ­.- --- ;_ --- " ,* .1 * *. 7,4.,.,. " *. ! been verified for compliance in accordance with the 2020 Seventh Edition of the Florida BuIldlng Code, and to verify that the product Is for the purpose Intended Product Evaluation Report prepared by Walter A. T11311, Jr., P.E. (Florida License at 689 equivalent to that required by the Code. 14,15,17, 16, 19, 20 26 and 26 of 26, of Product Evaluation Document (P.E.D.), StAlt OF - , . . 19.r - - , 140910' ­� at least equivalent to that required by the Code. 4. VMND LOADS RESISTANCE: No. 441 67), President of TABOO, Inc. (Florida CA-0006719). This Product Evaluation Report shall be subject to review and revision In case of driewing No. 20-176. LINSTALLATION; , i %W*- " -',* , . X§ Xt,�i,61 ...... iO r44', N A � % 011110111110 This Product Evaluation Report shall be subject to review and revision In case of Building Code that ft limitations 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, 0�14011111111?,, I �:,NR,;, a Building Code change that may affect Its limitations and conditions Installation shall be performed strictly in accordance with details indicated on WATU a change may affect and oonditons 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-115. Maximum Anchor Spacing shall be as indicated on sheets 5,9,10,11, 13 thrul 16 , gtj; e ,*' .." - /.*..-"\��FNS, ", .. ;P I - -iI� IZZ, N if , 2. EVIDENCE SUBMITTED sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-174. Minimum separation to glass shall be as D:% T1 LTFCO, AD MON R E CORDS � P. E. REPORT- 20 k G LOM PROTECTION P R 00 UCTS, LLC 1 20 GAGE GALVANIUD STEEL 57ORM PANEM DRwG 0 W1 78 % REPORT 0204MOl ' 2. EVIDENCE SUBMITTED. and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. , .1 - tL-­-I"T�:- :A,-- , *. '- UT67 ­. g -� �7 *,� 2.1. PRODUCT EVALUA11 ..1P.E.D.Is ON DOCA).MIENT 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 2.1. PROUCT EVALUATION DDCWMNIP -"J, 24 Gage Galvanized Steel Storm Panel has bem verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. --? J�!�. * : I :A —. WATU ' .' - sheets I thru 26 of 26 prepared by Ti ifteco, Inc.; signed and sealed! by Wetter A, (P.E.D.), drawing No. 20-176. Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL', Shoat& I thru 18 18 by Tilteco, Inc.; by Waiter A. I W§ 0:% TIL TECO AON10 N RECOR D6 k P. E. RE REO RT.2 0 I, 0 L 041AL P ' NP S. LI, OE . GALVANIZED STEEL STORM PANEL k DRWG 0 20-176 % REPORT TV 20A . A i " W Attie Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part I 00, %111 it Evaluation Report. P .4t, 0, ,, . p,��R A. NON. ­.. I "" "".1. ,%%%ItJ41II1I#hN g. S IN 114� -- .. IIItl 11 - - -1 �t ... . . . ,/� . � N of prepared signed and sealed Tillit, Jr., P.E.; dated 0712712020, This drawing is an trite R,K#a1Nrz,!Q1ls Evaluation Report. �k - -, - , 0�'P, , * " .,.. VON ,�e%111171 011111I.... I 145%, A:, ­ -- ., -', . ��ms,i...-A .....Onto . +,- . �,,�� ­.-.. I 11 -/6 L I W %. Zl� lr� oil xk '11 NAL ­ " oil VIA ,111111'.- . jf47­`­'E­ I ,`!X - I " -- Noe ' I I �-� ­ , .. oc 7 , -' - - ­ 1. - ­ No, / , . ,r,EN,9e`. . . C , 1. � I --:I�,- I . C . . <. �0`--`WK!!�-- '. -- I I ­ 1. `tvx -",I,AENt , I I f- - .., I ,.­ J-;�- - . � - - . �� , , T- ­ , .3 - ­7 I ---i�;, ' * ­­ ­ ­1 -/- I *1 - - ;�,ft;l 67 i - - " . -- ; I 5- . 44167 I . -�, ­ - :* , . : -* : k) . -n *. ­­ -- .-44167 - - .1 - -..-. - . - . ­ '. �, - .*- , i . J 7 7I�11 * . E / 3,,. SIATE OF .-,%- ,�� - I r -- -�. 4A 1 6 I . I -7��,, I, , 1� * � * 1 , - . -­ �� ------------- 9-----V- . I � :*= 711--2. - , * . ., a .-� ----7-- -1. - , S1. TATE OF .. �ff $1 - 1­ ... -S -.R -, - - JIt .. . . 0* A ;C%. It .. . ... P. D . *...."...", . ,� -�. - p �, - ,,,- t. 0y... IORM ..",k,� , ,tv ;r,,. r�, . - - - ... - -, q� 9,� 8/0' '­V� I � ^$' mAT-Ed-F-­ .. It .. ! , . - .� � *. 0,;.. A. Ill,, .. , I -6I j�- ...1ORt - .,�-, ..... N , I , � ­ . , " I� I I%. . . . -,ZORI0, ., - � k `Z?S,9� ­' I .......... SIONAL 6355 N.W. 36th Street, Suite 305, Miarti, Florida 33166 - Phune: (305) 871-1530 - - I IV# �III `;lIoNNk4I%lW* . I 6-355 N.W. 36th Straet, Suite 305, Marnt Florida 33166 - Phone: (305) 871 111*� W- 1 5 31 'A 41111111114iot" hNo.644041, I __j I 11 "41101,11,110, I . -- -- - 1, .. -IM-0 a) (D .9-- co -0 -FU >0 0) .= 4-0 .+, 0 = (D III.- (D 2 a- c 0 .0 2 (D c Q- cla -0 a- I. .5..11 ... I 0 0 -I- Cn 0 -6--i q a) = -0 cu 0-0-0 0 -cu III= -Fn c 0 a 2 0. C -2 W 3: CIO C 0 .0 CIO LL 4— 0 CIO > An Cn a) cc/u) s- -6--f 42 2 06. -F- F-- -0 ,.O- It C Cn c- < a < Z Z W MJ GENERAL NOTES: C ULAR & LIFE SAFETY STORM PANELS 1/4, 2/4, 3/4, 4/4. 5/5. 7/5. — 03) 0 LASE THAT PRECAST SIDNE, OR PRECAST tOWRLIIE PAWLS� SIVCCO OR WOOD BOA" N rOUND ON rK (SCALE 1/2-I-) OM-INLIAARW-"LVNEMJMM��� CMSTL40 WALL ANCHORS SHALL BE LONG EMOOGA TO REAC,i 110 MNN STRUCTURE "No SUCH PANELS IW/10. 2W/10, 31111/10, 4W/10. +6/5 I STORM PA4EL SHOWN ON THIS PROOLICT EMAILUATODN DOCUMENT (PED) OAS BEEN VERIFIED FOR COMPLIANCE -N ANCHORAGE SHALL IK AS MEW04M A 9 1) AND 94 8 2)� - I I—— I I - .1 . - � ISAINt (VIAL WIDTH) � � I � � I � . � .1. - - . IS I W (TOTAL WAYTH) , .1-1. ­ - 5W/10, ew/11 & 7W/11 � ACCORDANCE WITH THE 7= (7th EDITION) OF llit n OR= SUPUDEW. CODE fc) 1Q­QWl11hG-W=­Jft smum-'U"Jifri.. '.,��=-JNML, - - . - ­ " 12.5W (DnCTK am) - - - -- -- -- --- - I , DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION f WOOF THE ABOW MENTIOIRED COOE� - 1 4'111 TAINCON ANCHORS . AS MANUFACTURED BY I I W aUXDCX. tNC -3 -­­ ­ .... ... ANCIIDRS 1011 CONCREElf SEE SCHIEDULE ON SHOM 9"& 9.­ , , _ _ ­3' MAX_ - I � - I: MAX / I I a ,/., . . - ; - - 9.250" 1 Moo MR WOOD SEE SECTIONS ON SHEETS 10 at : I' Mhoi� .110 � - ` I , N'soo" . FOR A WIND SPEED AS ]REQUIRED By THE J~CTION WHERE T - SWITEIIIS WA I BE INST AMU - 014-10 PAMELMATE PEWAE iD AND PAIALUALATE PLUS ANCHORS AS 1ANILWACTURED BY ROO CONSTRUIC N PRODUCtS ­ - I FOR A DIRECTIOWAJIV PACTOR Kd-0.55.USING AKE 7-16 AND = Not EwErty III ="UMASO) - 1/4-0 LAC SCREWS PER NU.S. - 13po - , 1 *0 - - I.Ifio' - � �500` ­­-; DESIGN PRESSURIE RAISRGS INDICATED ON SHIT11 7 THRU i2 to It. 18. 19 * 20 - 7/16*0 . $/5' WOOD BUSHING, AE 06MOPVU P ALL FoRt SCREW. OOLT a SPECLA"I co � " I I '.1 %. � � ,� , - 1 350' -, � 0.034, MNL THICK ,- 1.350* - , I'% I � 0 -.-.. ­ ­­-­ - � .. . ..... - 0 6 Ttk- J. ---.- -- GAUMN&uU) sm � I ­'.--,,� ........ . T--,--.,. ,- -7 = " - - .4 J.W 7 '' - , I ; ­ -,7 .,--Y-- , -,- � - I - A-11 " , I ,7:7777;7= /­­­ ,7 , , , _ So loa AL "_ " T. !� 2 abr , , _aU UI (9�r , �\ Lo J . ASIM A-6 I ------ 1- , I SHALL WE FIRST REDUCED TV AS WIND LOADS Iff MULTIPLYING THEM, BY 0 6 M ORDER TO I" . I Govae So too �� I I I , I , , , I I CV12 DESIGN F AND PAWIMALF FEMALE 0) . 2 657' 0031r iM THICK IFItMED , " , , i 4 2.65r 'I -7- ­ ­­­ I I I 7 - .....-Ir -r- 7 I ­f 7 7 1 " /I I / G-0111 OR , I COMPARE DIES& W/ MAX (AS 0) RUSSURF RATINGS INDICATED ON SHEETS 7 Dan) 17, 14, i3, It. 19 & 20 1 * A&WM7ED FrEll. I= I � VP I , , . . I - 1 � I � ! i � i I : C �) MINIMUM THIMEADED PVCWMN Or LAC SCREW. MTO Of WOOD rRA"E UNIT SHALL BE : I/?. NO IlVELoED DETAIL i . I I I. r ! . a C= PENIEDIAl" WIO STUCCO Stwit- OF CON60CRED AS PART OF THE RIEGUIRED �READM PENEIIIAVON 1, , ORAIDE so Moo" it 0 , � (±)+o 6 1 1 1 -- � 000 - - TYP 11. A" �as � - I M, I . -- " I �Li- q),@. I IN ORDER TO VD"r*f 94C AW4 CONDITION UITIMAFE DESIGN WIND LOADS DETERMINED PIN ASCE 7-16 C 1) MINIMUM THREADEO PENETRATION N70 *0OV OF TAF-CON MCHORS SHAU BE I 1/2- ARC 2- FOR fUCQ PANCLYAlt KV5 If 4)" 14%, D.M.,(�).(�)10+@ & " �- I i r . 2. . I 2. . 2 T , IN ORDER 10 VERIFY THAT ANCHIM ON THIS P E 0 AS TESTED WERE NOT MR STRESSED. A In INCREASE To ALLOWABLE 2!�,;� 'r , Hn-MFV \ 4 1 "OWED � TAL A.J I � � I STREBS FOR WIND LOADS WAS ML USED IN THOR ANALYSIS rASICNERS SPACING 10 WOOD HAS NUN 01111FRIMINED IN I - - EDGE , I 0-40 GALY I ED" L, ! , � I I � I I 1 " I ACCORDANCE WAIN N.DS. 2018. C 3) MINIMUM EDGE DISTANCE OF LAC SCRIEW5, INTO WOOD SHALL 81, AS INDICATED IN THITS DRAWING CW N 1 46.9 ­6W. A I Lear I i I � . . I I � i � I 1 I � R -.� � t - A - , . CU ,t2 STORM PANIM'S ACKOLIArY FIM IMPACT AND 000 RESISTANCE WS BEEN VERIFIED IN ACCORDANCE WITI. SECT" 1626 OF � - - - - , . - - 0 ... I ­ . -.... ,I ..I I � � I i [ ED 00 . 2K. U.J TMEABONE MENUOWOCODFAS PER HURRICANE ONGANIVERING&TESTINOWIC ft(POOTS%-51HI,O6-S?0&9S-TJ0 AND C 4) MININIUM PENETRATION Of 4100100 OUSHPIG SHALL RE 5/9' 1/4' 0-20 SCREWS USED SKALL al 1 4/2- LONG M"Wm - I.3k, - I Ao-. ., _. I I - I I � ,� L . � � , . i - I I : I I [ FENESTRATION TESTING LAG WC., *"IS #2032 & #2126 . AS FROTOCOIS TAS-20i, TAS-202 AND TAS-JOS SHOULD STUCCO CXrV AND I' M%WN I'M 1KNIS WITH NO STUCCO - - -6.250' ---- ---- - -1.350' . ; 9 9 -= C, AS WFU AS AW&WAN TEST LOS Of SOUTH 0`1011" INEPORTY 00119.01 -09. AS PER IAS 201, TAS 207 AND ; 1 I r � ! ' I - ­1 - - T - :' cm - . I r I i- 1 . . C�- ,7-1 I., - (D STORM PANEL (4 END STORM PANEL ! , � 1 � I � i ! TAS 70a SIANDAF". C 5) IN CASE THAT PRECAST STOW. OR PRECAST CONCRETE PAW�, STUCCO OR WDDU BOARDS FSE FOUND ON THE CKISDNC i , ? I . � = 2 ALL 4UM*K)M EXTRUS06 'D BE 6063-16 ALLOY AND TIMPER (UNLESS OtWRWITSL NOTED) SEE SHEEI 2 WALL 44CMM SHALL K LONC ENOU(at to 11"H THE MAIN STRUCIUK Botft SUCH PANrtS , - - -2-157* - i j t , 1 t ( ! I i .4, � -, I M M C.., C­� , I i I � -= .-n � ANCHORAGE SHALL BE AS 41MYoNED & t I C 2) a C 4) 1 � I ! . I I : I � I � = - ;�- - . � " "' ,(� - i � - - 1 1 +'t-io,,, , I I ALL. ALUMINUM SHEET METAL JSCD At CLOSURES SRNL HAVE 3105-14 ALLOY � .� t --- � ------- ­ ­1 ... � ; � , i ". ci. ', " ; I � i � ! ! I I 4 (0) AKHOOS %WIL, BE �NSTALI ED FO-LONONG ALL Or THE W1ECf)RKffhDXTVh3 AND SPECIFICATIONS Or THE AW-HOR S MAIlUFACTLIMER .� , I ! i.250* 2.187" 1 � - � I � I i 1 I I , V . CIO = . 1* 11 1 i, 411 I i -, . - - - I A ALL STEEL SHEET METAL PAWLS SHALL HAVE S71RUICYLAN. QUALITY STEEL ASTM A-653 CRADL SO LPMMU4. G-W ~AS tho UP I" I . IOU- lap, 12� - .7bo. - I'l-A" W-K­20, -121� 1 ; � 1 1 i 1 I , " - - :� , I I , BOLTED PANELS W� 1/40' 2& i- - I -= -4 ­.7, . � , , I 250 , -� %4 . � UNW�TEC) PANILLS . I i 1 ISEM 5 gal W/ 71r . 3/32' GALVM47ED !TTIMIL DESIGNATION 6M. 545 - (AFTER ROUED) 6 PANELS MAY ALSO RE INSTALLED HORIZONTALLY rOtICAPAIG INSTALLATION DETAILS SHOWN ON SECTION 3 T"Ift"N 10 (SHEETS I W/ NEW" I= 1--� ­1 - I - I � 125- Ss S!"W'S 750, . I 1 1 , I I [ I STUD PRIM S.S. STUD NKW - ;1 " = It, I It To � ! I i .I_- C1J -, THROUGH III) "CM '"AV WEADE)III 94AU NOT K USED .. * �� I " AMUL 0 � I � � I , 1;` , � " � --- i 7 , to 7 I . I I i I Lor ., �� I APP�iEARI i ! / - - 7 " TV 5 ALL SCREWS TV K STAINLESS STM 304 OR 316 AIN SI ON LGRROWh RESISTANT COATED CARBON STEEL AS PER IT O.0 11 �V.! r ) ! � i � (SEE SECTIONS AS APKICABI I CL) W ­ DOW 5OD13 a/ 50 � YIELD ��FAGTH AND 00 IIN TENSILE STRIEWTH & SHALL COMPLY W/ FLORIDA SUKIJINC CODE 2 IT 510,11 K THE FIESPOWS101I OF rK CONNUCTOR 10 I"" THE SOUNDNESS OF THE STIRUctURE WHERE SHUTTER 15 To K " fooe- . I � : I I 6 , ATTACHED TO INSURE PROPER MCHORAGE THIS SHVIIER SH&I CftY BE ACEACHED TO CONCAM BLOCK OR WOOD FRAME /�Z��- ­ - 1 3.375. 1 .003, '.50 -f 4 pol.Wo' I � 11 ; i I- L I �1 - � ! - J I � 1.1 Ili "71 = - SlEtTION 2A I 1 3.).4 1ILMLOWOM, , ,,� � ,;;,� - ovy' .093' 5. 2 OW 0 - �---Il - t I . ,­ ! I I ­A�. I . �'­ i � . i � -- . ,= - .'. a Dais TO BE ASIM A-307 CALVANUIED STELL. On W,1 304 1.% SINIOLLSS SIFEL OAT. J6 1. MINIMUM Mr- 1, 1��-Z­ 1 2.112 .9 DEZ, - -- -- I- I EACH REG b 250* �-�. �L- -- >,', , - SIX I- ­ F, ,1 -i .r I I � . I I E, I T' - I T- I , , , i I i 1 1 1 1 1 1 G -!� .�i ON I -1 I ­ , I i U -- t KTAL I S!' � I I , ED SiRINGIR 10 1ULAR STORM PANEL WIT � UENGTHIS OVER W-16 DAOUGILI 12'-4*. AS PER SECTIONS 15. B. 9 & 10 ARE ALTERNATIA-S WN. // " 11 � � - 2 lis. OR) - R a 375' 111!17* ; 120 .�Ai j, I � I i ! i ; I . 7 ANCIIOQS TO WALL SHALL BE AS FOLLW., SECURE PANELS WITH APPLICABLE REINFORCIEWNIT OIJAW. PERIODS OF HURRICAW WARMNO I "� "25- 1 � � � ; i 3�. �,, JIM- " I I I I � i i I ?. , Tro,"Jo 10 7 - , i � �/ I � I I Ga 1, ". (A) 1Q-9AIXUALe%ff.P­-WWA= II III INSTALLATION rONOLACION IS TO SEAL/CALI ALL SHUTTER COVI EDGE% WIER REMAIN IN CONOWILOUs rONTACI WITO I t I "tar - ao­� - . I 51 M- � - ,bGU' -- -tsoo.- I I I � 1 �� � I ! . - C. � 1, I v L I , i : i � ! : 1 1 � I I , I . i 9W & low SHEETS .%, 6 4 12 RESPECrKly. SK44J HAVE A LEGIBLE AND RENI VISIBLE VARKING INSNIUCTINU OWNER OR ., HEMM"`� - it a 373 . I I . ....-.-.--- - - --======, ; I , I I I I 1 - I , � � - i I /1-. TAPCON ANCOORS AS MANUFACTUNET) BY I�T* BUILDEX, INC (W, C-31112 p­) THE BUILDING TO PREVENT WINO,`FAIN WTRU90N " ",,,. - I i I I I 1 i i I � i : - 1/4 6 , 7/0" CAUK-111 ANCHOR$. AS MANWINCTUNMED By DONALT INC (ION. r'­3000 P.&.0 [SOME= VIEW DETAIL A / IL� ­ -,.U, r - f . . - - - 'i ­ � � -- - , :It K � , 12 STORM PANEL LN"ALLATION SHALL COMPLY W1W SPECS ftDoCATED . I ROUNDED CORNER 0 ENDS OF PANEL'S D.M.J91@.@-+(& - I-; , 1--i ... CL) " �- - 1/4'0 o 3/4' SOUU-%FT ANCHORS. AS DISTRIBUTED BY ALI PORIT qCREW, 900 & SPECIALTY CO -$ OFAWROG PLUS ANY BUILDING AND ZONM RECULATIONS ,I - � � � - 0 47 1 i I I = - : . I 1 14 J ai, - i 0 i L , .' 14� � , --I 1 I ! U, 1 a . I (4, V-3000 ON',) OROVIDED BY THE JVIVSKMON AMERE PERMIT IS APPLIED TO END UP W/ HEIAMED EDGE (1) *h' HEADE (� *U* HEADER (�) &ME ANGLIE WITH STUD @ ANGLIE WITIll I — i 0 " -: - �1'1 - #147-10 PAWILMATE FEAMIA ID & PANELMATIE PLUS ANCHORS. AS MANUFACTURED By ELCO COKTWLKtION PRO[Wls (N.7 S) (4 (D. 4) - & @ - Z.F. , I 3- MAX , = ;­� (Mok t"L 13 (a) THIS PPOOMI EVALUATION OOCUMENT iP IV) PREPARED BY tills ENGINEER 15 CE14EMC AND DOES Wr FRDITGE 04romAAIK)N REVERSE STU - ­31 vm 1/4, 2/4, 3/4. 4/4. 5/5. 7/5. 1, WN -=O P­,.) FOR A SITE SP(CAX PROJECT. 'o WHERE THE SITE CONDIJOICI WAITE FROM DAM PIED - _ I /4-0 Cf TAP-GAIP ANCHORS. Ab MANUFACTURED BY 'RU-rAST CORPORATION (F'­3600 P....) I - -- -1 YAM It MON. IW/10. 2W/10, 3W/10, 4W/10, 6/5 -T " 10 CONTRACTOR TO K RESPONSIBLE FOR ?HE SELECTION. PLWHASIE AND INSTALLA�KA INCLUOM LIFE SAFM OF THIS PRODUCT ; SEE OV, CL. - A 1) MINIMUM EMSELIMENT OF TAPCON AHCWIRS INTO POURED CONCRETE SHALL BE 1 3/4-; 2' IOR -EtWTE FEMME DAM ON tHYS P ED PROVIDED "E/SM DOES NOT DEVIATE ITIOU THE CONDITIONS DorlAftED OR T,,sS DOCvWH7 - f-- I/'- & 2/14 6�344* ?" TOP WGI 1 374' ". .,!;Ll* ow .. ISO-_ 4i,,W/10. 6W/11 It 7W/11 �- ­ -- .lsa. . i .310' , 125 ­ VS-10-20, 31to irm I- . ANCHM, FOR CONCRETE SEE SCHIEDUL ON SHEETS 9 & 0 � - � - ­.. 0 AM PANDWTT PLUS AND 1 1/4' FOR CF 7AP-QW ANC40RS CONSTRUCTION SAFM AT SITE IS THE CQNTqMC1OR'S RESPOMMITV � T I ­ I "00, OF PANEL t lost, � t- I I I -�­ .I -111" - -. � FOR *000 SEE SECTIONS ON ESWrrS 10 a I I I 1, 1, STUD RPKM To -1 ANCHOR$ SHALI FIC EMBEDDED 718- INTO ThE I I ( ,/­.,� I - � o M- ,­. I ANGUE 0 12 1/2. OC A.2) CALK-N III SOUV-SL POURED CADNICRETE NO EMBEOMENI INTO W THIS PRODUCT EVALUATION DOCUMENT WILL SE CONSIDERED tWAW IF MODIFIED I � SW . d � 640 , I GrUCCO SHAIL BE nkWffW 1/4* 0-20 SCAM USM SHALL BE I 1/2- LONC M94WW SHOULD STUCCO Elt&-. I 1 407'I 063" I.!,. I - I I a- ­ I f I , � no It MINIMUM FOR WAU5 WIN W J STUCCO. AM MAY OF WAIDto SCWWS OR AA THREADED SCAM W/U IfW (d) SIR SPECOK PROJECTS SHALL K PREPARED BY A ;LOMOA REGISTERED ENGINEER OR ARC ff(CT WHIC O.F " M. I I I I. , I I ENDIWER Or RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL K RE50ORMI FOR rK III CH WILL NEC . . , lwl, 67 'it I .500" f--j BUT WITH KONG NUTS I_ I D 31.3- 1.301 ;,2" . I I cis* ISO` 'J PROKIR USE OF ME P ED, ENGHEIR OF RECORD, AC rM AS A DELEGATED ENVKIER TO THE � 4(�081 .W MR . - I -- 4 .. I 'r I. A 1) IN CASE THA! PNE SIONE. PRFCAST CONCRETE PANELS. RIVERS, STUCCO OR WOOD BOARDS OIL FOUND ON � PEO ENGINEER, SHNU. SUBMIT TO THIS LAnTR rW VIE SPECIFIC DRA"N" FOR RpAEIR LOCATOR AT . , . I LS I- A 1h ELEVATION DIERY PAM OVIVILAP $57' � , ! i ,, i -- -- I � EXISTING WALL DRQFWIOOR. ANCOORS SHALL BE LOW IoNOUGH TO REACH T-t WIN STRUCTURE BEHIND VAH t - W, � . - t PANELS ANCHORAGE SHII.I. K AS MEN-*NED IN A 1) AND So A 2) (s) TMS PLO SHAU, "Zi DATE AND OR NAL SEAL AND SPWIURI Of INt PROFESSIONAL . ji,., D - 21W - .064- N T.S. (a) !OIL ENGNMR Or RECORD HAI PREPARED IT 0 7.000, (D 1\ -_- - -"") AM ;�29 14 SHUTTER MANUrACTURCR'S LANI SHAL 19 LOCATED ON A READILY %ASOLIE LOCATION AT SYORMI 1/4' MO. CAP /V CWHQft IIACIWIAIW�UFALIUREO ED I I IF 8UILOM -WC PAWI, SHUTTER IN ACCORDANCIE WITH SECTION 1700.1 3 OF FLORIDA RUKLDS4 CODE ONE LABEL I - - .063' ­--------'L. (�) -F' TRACX ANGLE g 3/8" 'F" TRACK (7) FLAT PLATED 247' - - 1?4* : P 7/8' CALIK-414 ANCHOR$, &S MANUFACTURED OR DCWALT INC (AN f'- 15M P., � J SHALL BE PLACED rook CAMY OPENOY6 LAIRAING TO COMPLY IIIIIIII SECT" 1709S 2 OF INE DDM* (la,,,) � - ,094' f WITH STUD (MM 0~ -1 Wour IIALLM 4'S 4" SALAU-Sror AN04M. AS OF,1RIEIUTEO BY ^I POW SCREW :Z a sPECAL11 co fLOPMA BUILDING CODE GALVANIZED 57M � -, "I - - . I/ 3/ � �� * 0 T - (Ill 41)'C.1600 p-) I - - I ! ) 'A. .,;,,�. -1 . THIS DRAWING SHALL ONLY BE USED TO , 1. ... - /_1 / I `IIF`N - #14h - �. Is' LOW, I ( kv . ... 7 I /M. ,;;gCPAR(LMA FIDOOLE IV AND PANFIMI PLUS ANCHO41S. AS MAWFACTURED UV rLrO COWTOUCnON PERMITS IN THE STATE OF rLORM Y7 I. � is (MN, Ift-2071 p-) 00 "'NAIIIIII MAIN I 4 r �� n 1 � 8'. .1 ". � P..... ,$ E I V7- ' N-..-.---..Z-\ � \ / - I,4- AP A01COORS. AS MANUFACTLIRI-D RV TRU-FASI (ORPORAVOM I 7!/I,�'�j*�;\ I I, , I ' I.. \--/ . , , t \--/ 0 11 MINIMUM rMIADMEM 0; TAPCON ANChOft. ELCO PANFU4ATrS AND Cf" TAP-ORIP ANCHOR. PIIV 1-1 C .. , - .. ,,o!t FLORIDA BUILDING CODE (Nigh Vooloctty Nu fcont ZUan I - ,,,,-1,&­,/ I : ,4 1. I -1� ...... .... .. I : 1. FLORIDA DUILDING CODE (High Velocity Wfu cone Zone)l - T'1444,,�,;� - - Ns� . ) -44 -4L --. f 'k " I -,- - 1 4 k -. : * BLOCK Jwt SHALL at 1 1/4- . . ­ : 7 .W. ltmm `K: I : I - I * "' * ,/ - \-r-/ , , N-�( -I) E T�* � FLORIDA BUILDING CODE (High veloCHy NUT Diane Zon*) . C, TAP _ L .%t% A � .375-0 1 , -M-0 A75*40 I. - . I I' 4GAR" i ... ... ,,v 4167 . . . . . . . ­ , I ... I . 20 GAGE GALVANIZED STEEL STORM PA#n � ­ - ' ��) : No ORMWI W I ow'_ ,'� , ArC I.... 1. JL NICaL . OXON, r4nol, W FP . VI CALK -IN ft SOIUD-SCT ANCHORS SHALL BE IMBEDDED 7 at INTO THE CONCRETE BL W -4 167 I _ ra. TURL I STATt U; .�;f 20 "a GALVANW SREL STORM PANEL ... I '. 20 GAGE GALVANIZED STEEL STORM PANEL . / OCR I'D `14 . ­ - - - -W-------------\ I . . , ::::�40* 12S - - 1673, 111 KING NUT , I J caw" Ift, 44167 '* OWWR MY 4 "? _ .1 . INTO SIUCCV.WMUL OF Pont TIM '/4' 9-70 SCAIIIIIS USE9 SHALL BE 1 1!2- LOK .. . ' - \ GLOBAL PROTECTION PRODUCTS, U.C. "a"I'm - �20w­-- (� KEY HOLE .%--,-. "to" --.^ � - - . ' / TMEE ;I'-- -. VFW, AND I MNAAW FORIVALLS ONTO NO STUCCO -:�'-!"' STAt, . " o,,,. OMI, . LLC. 01/tV$m SECTION A- - , -- GLOBAL PROTECTION PRMCTS. LLC. "I"I'a" , GLOBAL PROTECTION MOM TE OAK OF . A / -1. 11 � AT PANIE I 10 77- QUIL N r& I * " A* �'- , -- , I C. _ - " I.Uff Teinait - -MKNK,"1 ... )NW­1n­ =I. 20-176 N11y .­ IL ECIOine. .m SX. IN vmv 1,%, I � ". A, snw , a twattiaw-taw--1 OM.L. N111114. N'.. 1. - %,'* IOR 001..-'* ,4..:.= Poft-1.1 "W (� �ft 4-)M�-I 2"X7-Xt1-4- � . 21e> -. .. ft 3331, - - 1? L, AMAL 0L IIII. K .. �- " M.r I X I. DKIMIM; - MTDK%?NUV un WMO NUI -~ I 1� -- a U )M-75-t TAX ("-)@"-BM 20-176 %.-q� - ' V A .. K., R&4)SIa­TUk M (�)M..m -176 �4d; * ... ... I " OR%ir &.". i-6-T-41 Ar, 20 I - .. - Z 1 5"! . ===- k 0% .HOML. (am ,�., OR% .. - ow KY. J - W-H., IV, � �0,,e,,, "1;,,,).'?# ,t -/.m , I . . WUMINUM AN" a zi,�-.-.Q".... �, Oftwo,K: ft ,,, no"Ok I 11 . 11"'Eq, "O"'I ­OOO4F`I5 ­1 M tA - - - .". A TILIT ... It - 11r.1-11=1M=4N. OR� ft M ­4101167,11 51111 9. WKEL PLAYED STUD) K . O!, 2:m I ZPYRF:� I ; P WRITY 1 ff n 10, A. NUJT .1 VE 1. � - I i - - ~ 3 OF 36 � -9 1 E ! i F3 I . I I I I 4- MA INSTALIATION DETAILS FOR REGULAR PANELS.11A , p INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK - CONCRETE NOC*O" (SEE sc.4nu am COND" ANCHORS Sam I namm 0) . , =11=11.1�- - -I mnlc= ;A - . ED COIKAM .VQ.M I . 11 cxwm POURED . I - ,�� EMS1#4 POURED -\ ,'�� � I .1 - �� n ,.-,. —.... Z S; (S CMAMM ft,*UWn �111 �4) , Kous". ­­V � ' I - C��- SA OU, Pun a "anxiam a) ­� I I OKA. i 1 ,4 ,/,. ­. MR - \ - , ,.j ; C-=., J ­­,�X­,� , - !12, 1" V., .1, 0 e � I ' I- `�,�­:"�.11'.r';,,Z�., , ,C:� - iE:: I . , - IN: , ,;t* J,/4- . - I - I ,/,V �� C*/.L I , �. , - �. I I -Vwl" .-..-- -1 I I W.. � '", ­ -- � ­ 11 - a) � I - I .) - - "D I " , ,� ' - 4 —I " - ,, -, Y-'-14- , .,_ ,___ _ - - ,:l,. � . "-.'��-` " � _ , .. _ , _ , . - --- ' _, - I �', ,� e 9 . . 11 � . DNTW. POUKV .D :..' . I I 2 Ex I 19 . i ED '�- @ . , I I -, EXISTING I I � I , , Q3 ' , COKVR � � IOL '�' I � � I I , M I ��,� - I I a : Q3 J F, REO~ ; I - i it � � , : I "', � - I - -- - CONCRETE IEO,Wff,l � IN � ","..",", , I ,'�. , , " I ' I . 'I 1. cogg-. ,� I ­ 1q, � .. � 11�:.�L,�­ : �- i I i I � ��.­ ,. i I I W.M. 1. "I �11 - �11 to 8 i I i I .. I 9 I emor Sao IS g I twor *TW , ,,- 1 'a I/r 04 1 : ,a lIr ILI: V. S.L I 9 ; : = socr4u - , to . �, . -4t-4-116 �-!M�Roa- - 1 - (D . WK- I --(a) - MKOOK"K ­ ) "' � . M 0 L, I .WWI ! ! 0- I . � f i �--..- I , I -,. I I I �—M,""" I '1r.,;'1 -I I I `9 GLASS. I ft � I ,I, I I I a I �-"" -,I " - -- T I i ; , I : 9 =--i I .- J, 1 A I : i - 9 i I I I *!, ; : 11 I I i (D 11 1 1 1 : I I ! ! 1 * � I : I I '­�77, i : ! � I � "I". - I i -- : I .� 777 -7 . I I 1 �, �., I - *IV i I � K A . 7 III 'R ,,,, I ,,,�� I I i I A%".' I 0- ; new me a I . "� .1 1, I I i -- ... I �. a 1 I2 'Ir *& . I. 13 II.o I 'E'RLIK". I , I b "", i A 12 I/r OC 6 I., .- I J IS =orb L' 0 .�: =PV ' ED � ,a yr Ot ". I A= I : I ;, (Rall"s POURED i 11 :1 CONORM BLOCK I I . I CONCRETE OR - I I C V I J .. REOURED � It I/r cc : I CONCRETE BLOCK , " Owl" BLOCK � I J; - � i.1 - - L . - *1 = ., "I. F*06wlm 1 1 � - ­. - : . - JET .�, � ": I' ' a /2 � .�.:,I,,L _ \�-_ -�­",7'�.'WL"�� " ­'. �'L I C I L " I I I I , ". I L � I ". .i . I I . 1 .39 � ': DXTM 0 . . . -.J i ­ � ­1 I CONCRETE POURE -T, ". - " , REQUIRED I - CONCAM ANCHOM I 11 � (DIORI CONCOM Moon ------ ED, STMZMD W/ STUD - A 4 - OR (SU SCHIODULK &I - (M XWOM 04 SHlM a OFAMM 9) -, V SHEETS a INFIDkow 0) WAU- WOUNJIN CaLING AND go 111110uhrmild --Smmi� ­ I m. ., ? :L .4 �1 ­ 11 - - I - ­ -- I ! IRS I ­1 ON %E.. � 1 - (1) I r It JA.. � i : I I : V"---4 I im. IS 1 7 & : 12 flat Ot � - I I I 9=�- -1/4�1 . 1; gra6vu� - -� rZ , comm" N" -to, , tar, W.WAI ON &, 51412711 a t'� 9) COUNG Aub MOUNTING SECTRWN52& WAE 3/"I' 1. ­ ". , I ­Y. - I." . , , L— CONCIRM A"CHORS , -40, gMg . . 'L 12�, vzdt "Eviala (M SCHOOL[ OR flu ScHimuAl ON �� III /-`�" KI - 21, , " INKA 0 or at SHOP,$ 8 "INDOOR 4) SHEETS a TWWUH a) 11111,111-a AIRMIMN3 KITING ALTERNATIE AWLR ff MOUNTING 9ME 3/11-1, :EM3 10 I E.D. - EXK DWANOE I (SEE SCHEDULE ON I Stem a a 9) � NOTE FOR ---' - — MHOPININ, TOP & BOTTOM MOUNTROGS CAN SE COMBINEM IN ANY WAY TO SUIT ANY 4000T - �N,/,, INVALLATION I ­ � � - - - INSTALLATION DETAILS FOR REGULAR PANELS(I & (M END OSSM OEM FUR INSTALLATION IN POLFBI CONCRM INTO EXISTING POURED CONCRETE OR CONCRETE OLD M 020M 3= OR WOM '. 4-K-110,314' SAL VAUD FOR REM& UFE SM AND E-Z FANG SIM 9M SOW � W ok,nruAlct , I IS. RAn OR To= 10, O*kV" -ORRY oat 0-M-M 11 11W Socau 04 "." ftw .1 . a SCHOU ON a 61) Sam ) . � � 'IV, 7, - ­ :., � , I �., a rABOUCH -� 7 "'. 1, - I ­ i .. ;.1 I I , - t- I (-k L, . 4 /2 11 : - I I , LL I . \0V I -� - 1 I-- I — - r I" , .&,.= -i-4-4,11 I � . -y4* V�W� I . - I '. �-: I : : , I L I I Impm POURED � , ED ��, (�) -r4 - cocam 1, I L WEMERM 1, I � - � i -30 1 X-0 ,,, I . .�� I . - , � ED " i -�- , - ,. -. L I , - \ I L-e-m I 1:� i ....j_,4"�, �, � . ''I 4 a 1J. 7,J ,----/ I . I . I I R 11 �. I I I ". I I i r I " LL '..­�, L� I ,.,.F - = So. I 01. 11r, - L , " A��'t, ,�_� ,,, - �", A�, , , , L , , ­ EXAST : � i i gzzmll� : � - --\7 - - I I-W, CDNCRM BLOCK / I , it (DI : i 9 'It., 7 3- - ; I REQUIRED. I dl) _ _� MKIL i i A I "16i�� a).W - - - - - - i " : I ! � /16.1. .V.-' ,fj-i:Qr-- : �, I L � � ­ - � , ,.-. ­ .. . � I- KIKIKKIR, . I � 4 I i . " *,;& ; � --I .1r. trxx J/ &-I- A., =­! I - Ual : a, 9 I ". 4 *-.41 W - i =.- ! I - W I ='*�T ., I - ; * : m SCHIlKAL §tj�r`7,e-.,f,9,-� 0 1 , I : -noia &W a i I 1. MKOMI., - ,I- - f " � - ,� - WAIN. : -01 1-T1 - 0 I SMOT a lot - to� ; - q) : � M CLASS ! I I ! I I - I �.— �W - I I -UK . .j . AVI : X=="A ­" , �­ . I : , - /7�1 1�1 , �;�illl 1, 11 I I tKIM, i ­ - x I 0 1 I 0 42 VOL ! , , . I 4 170 ;- ". " 011-6�/- I 1.�� I :J '­f"`..� � ," I - -­ - I.. / I . 4 r — -= ':� I , -,?L VOIS"NO POLOM E-D 11" ! , ,,�� (4- 1 1 CAS ru- - COMICRIER on 1� i E'D 11 I r In fPLAN) ODHO" &," � . I SCALE 1/10I "Eh") REQU-" :L'�: I EXISTING POURED ". - I -1 � - - I CONCRETE 09 I 1, � -1 11' - ­1� I , - ,16M ­r IF Fi�� zx=. ,� I COMCAII elm "IOU"" I ,� 112 1 Iw. , � 0+ 1=0 I" . . LL KIKKOKI . I .- WNS 0 ro. ,w — C"�& m KAMM., ��, ' '3/4 1 ..I ISMAIL It AND AM . ---Li- - - , ., - I t . I . .� , - ` , M! I - � � , �, CONCRETE ANC"bft . . 1* - � �"� �" Z��L"` ­-�'�'�' , ,,,'��, 02 I Mr - - IN I tiff 20:114 04 Dia IM= PLUS ON or UP-UW . (�) - I'm SIT 0 t IIIKI .1 '. , � ) WAS I N41JR111a C 10,113011111 isomw I " BUILD IS 1911TING -It. I L , , WMIONSI&W 3011911-z — Wo. WM = .1 1 '47 , - . SCALE 3/0. - , r N A 0 W-49 3/S.t" ~ K�-- . it. ,\­­ , I �----� I 1 =E`""`NV 0 NEW I. INGIE . MARIES . 1/0' Lo. - am DISTANCE L ­ c5mgst. - ; TI Ato . TUBE oil 11 . (SEE ISCHEOLILE ON 0-0 I I C61wp#N) . - EM-MoD STUCCO/ P I WDODVTE SPAM 'I , SHEETS 8 al 9) . -WOOD ISANID - 1 � C, I I 0 NEW 1, NADIE . VARIES , 1/8* 11. I . ,;� , I ALUM. TUBE OR It . VAIRES - I NOTE FOR COMONATM OE SECIDIS: 4 I P I WOW PLATE SPAM ,��. 1 TOP at BOTTOM MOLWnt4S CAN 13E . . . I k"NO TL*" "I � , I COMBINED IN ANY WAY TO SUIT ANY QIM41�01III CONCKM AM>On ` I (SEE SCHIMAt 04 9 - ..�� -4- , INSTALLATION , :. .4. I T, SHLETS a TWII%W I -�AW I i I ) � C-4 -lop � I -1 A ., . , 1 6 � w -4 __� 10K*..:::: - N rm) I V2, A", CONCRETE BLOCK ,�-J iF.w�-.oaw. ,W .:: M.- X6 KQLKIIIEUL NM,:F*S MIDOW. SICTM X-X DETAIL rOR SUCERS BOTTOM TRACKS AQ=IXT SCALE 3/8- I' REOUIRED AT TOP OR TO In=/MXD "NOS iNsTALLATioN DETAiLs Fog REGULAR PANELS(-t & (JA INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STBUCTURES W . 1-;r.4=9L= =A=116 p REQUIRED copcom ANDC" w,ouotm REOLM" = A"o-OWS - (Sur soov" OR . � Swarr 9) r.".=.". L sair 9) DOLE ON I S-911, 1) � . I , � ,,, � , I 1 . I . I I - -- -- -- I ,; , I .11 I ,4 . . J : , ---�C-4 ---!c i . 4: ; -4 '! � . ,-, I ! ', � � I L I ­: ! " : I . . E.� �,' : � .1� i � I � . � : : I � I I L��1. i 1.16 ", � ; . I � - ! � , 1 � ,3 ,� : : , . � . I I . QD �� : - , ��, I � -4 I I . I I - , �'k.",L"*k'.'s'"�: : , ,4�,,,,�,-,I, .­�,, , , ,4 " ,,�,AL,: x,�1,1 '� ! I � I It it I ! I I : I i I I � - go � � 2 i - WoMm" . � , , - . : I- -J=W" = . I I,. gar. " SoKoIA, - ; � YR - og.,II W 1 .-a) :, : 4. � art ! i 6 : SNOM , . I A � I � � I . 11 I I - I , � �, 0 :v...-Mv I � , ,A iz.--..r.,, I I I � ! I # S �.,.­=L...� L, �" I i 8 iBMA'Aia ,I _4 11 -- :;Z1'"&.J I— i0`11COLN" I I — I i I I I i , f'� L . .. ­JI-1 1: I I . '010"A" ,. . I" i I �.- -- . . " -- .., . - I . ! � * r I . r. I . III : e . a I I ;-a i I � i I ! t I I . - -1 1 3' MO. - '. - L, ­ -- . AHMMIS top comotw &in SCHEORYLE ON SHEET a - no WOOD WE SeCTIDN's ON SHEET 12 2.67' ). oft. (UN 0~ .L UNILLM smsaita It it . *U I DA � F I is ' `-"' " . I r- ! as : i , ; , Se � 45 , i -- I � i . . - I : 1 � � I � I I -1 - -,# ,, j 7 r it , , .1 r �: : � ! :i 0 ; I � � . � I 11 . I ,� , .. I I � I 1, I f � : � : � : 1: ; , " : I I iI , � I , : OF ILI - � , I � I : , � , � , � i I WX . 1. 1 1 - - - - - -A. .-- ­ - - .1 - I i­ I - - - . - - .. ­, 1. � - I fi � :�'l 1 I � . I , 1 1 , I - , , : , I i � � I � ­-, � , � , , , , - � I � ' ! I , 0 . I I ­ ig�� - - , , I I I I . 9 I li, �' ]la , , , I , : 4�4 : , a : I , t , i , , I . -- ', 7� L I ; , , , � 1� ; I � , ; I I I I . .4 ) . , if 1 ; ,� , �. . � I I � I ! 11 I � � I ­ . . I � I I . I ! In 0 - I , . I :, '1� L I �; � ! I I � T i , � . I - , Ii, ! . I � : : � : I I I I A I I � ; : I I . i I . I . i � 11 I . ! i I , ==4==�Lx -- ­im : : ==Z- 1 ,3-�41­ . ­W . I We 3 ;_- I I - - W- ! us. =11.4 . ! - - - PvAoig�VF 10 MY,. �-= : Sax =ra� . OF IL . 3* NO.. D.MI , � Of V L­ . soll , i I i MAX ­e:1, � , Of ILI I' wo, . it ,!?. , , ': I - 3 I ",� " KIM . I_, , .(3) . I � :1 1. 11�11 . I:; I ANCHORS POR CONCRETE SEE SCHEDULE ON SHEET 9 - , ; , . I � ; �1� : - FOR WOOD SEE SECTIONS ON SHEET 12 1 1, � I : . (3 . . � ,�=131 , , 1. I : � " EL - : = t.0 ,� 1� - ED :1, I REGULAR STORM W��5.� & Q ELEVATION I :r . I . I . I , I I ,,,, .. : , eta ! � :� 1 1.11 vat i /r OIL - .> -E­ � "I" . ! 1/4' MAX. 00 . III: - I , I :Z , , �' �� I i-E ; '� ". I I 4-7, . � ?B7, ­ I - - , " , ­ .11 , I - I � �, ­i " � , - "/4' 1 !/4'I­n3/4'. S.5, MXI , ­­ �. .. -1 I I DISK 0040 .1 *w WUIY) I " . � "I -, S I ,: - V- I M., � 1. I 111. - .. . - 1. ­ I 11 ;, I ! W/ 7/6 .A/321 ONG NUT -.,4i A � � Z � mcount "C"M 3,40000M */ STOW (SK WHIEVULA ON S.W it - 99::� OR IST, MKOUNIED DIRECT MR 06 MINTING IN31ALLAIM 20mly SCALE 3/8-1- 0 12 i/2 OC O0NCKF1 ANCHOR$ 01I SCHEDULE OF SHEET 4) -� Iax OR 40OMM DIRECT MQ U6 MOUNTING . INSTALLAMN EME3- WE 318otl- E.D. - III= . (I LE ON TOP A BOTTOM MOUINITINGS CAN Of SHELF 9 COMS14ED IN ANY WAY TO SU(T AW INSIALLAIVON - - - : CONCAM ANCROAS '1V "1 11� " --",� '11� -'11 1- �� E=)- ON 1/1 .. -� -�"`-� \7/3 PWRO COCKEYE an sran "- CONCRETE BLOCK 32..14yaj @Kau= U) .4-, L. (D CD a) KNC U) -6--O =3 ICU > 0 L- U) 0- 0- < CD -6-0 0 C =3 -0 (M L- 0 Q- 0 a) " Cn ICU " M =3 LLI 2 < Z Z < -J CL SHEET NO. SH 1.0 0­ -f i�•' 1 1 I 1 I l�pppp[r �al�Tt.IIMI 1 N•alOPpOR E4A,1 i 1 1 1 I Y 1 / i IA l 'GLOW i I C__- = MreLu � WALL AND FLOOR MOUNTING INSTALLATION FOR Mp4O1' N"KMIW' SPLIT PANELS WA r _ __ COMM" 4.000 m $*.=E Ow J'ati,.,Y.ptite'low _-r� �.: IrNa'.�,�.•Yr_r ...,_, ___,___•..T.�- 1 ,y 4•i \ - • , • (1 � •.`IOtNN) I . c ` I ._'�^ RR�N,a Kwn R,P _ _ .1... TTF1 ._11 9)' ./ 1 P.1 win j 1\ MalO . - mrK a IT - , .. �.'. ,w1 at't oN . PlN u. C ` '• TA„2N AL i �, ; •\: 1 IMA, am 1 , G - 4'.—� 1 tI,PCRR fN 1,AOYf •` . P. aLADa oil I/4' yl- Fir MAT MAIL f -_ 1'AMaW-r MAL PMP,. `'` • / --"1",'-i'Y_'l i_'7"{'-t / Ii•� p.♦►4 PROMA M110 `O4,/ ••--•' N4lYM•IQ 4PAlMAf PYM1Rp '•1 pMMpPPP1�N� P�Py�YAaa. wyg 1 I ::0 Oy'•AAW ° - . _....L - •._ .. _ ._ .I .I ;RAIL! 11. - 4u 0. M,PM eumur 1N iK8 6MaTf - 1 ` 1 1 " --I YC'' /��4.a/ \ /D-7tW}!►/'aalaar ,L/ Is,,,a+ ,_ '-- •,� . ,n• j I r Me Y -4/ p�tlllf pINMf11A,Msr�, ' '•� ; _ y---r 6a. i I i �► J! Y alb s e 1.... 1. J. 1 jOf Alas A•L, -IL ►•.1. MAP" 1 ��'y' � �M°�°i� ,� - • ( i._ _ IT.T- - _ - aw soc'YMA 7 • M Y� J tim w A e0�Il0,O ,n: - _ ®R• 1) �. ::� L-41w AALI•M VIM • Ca.am 4 M4LW SPLIT STORY PANEL ELEVATION i t W'Al,"I 6uYE 1 4., Ii°LMw 4)DETAIL 1" 1 �o1 MULLION SCHEDULE a Wt2n A N Y/[-r Aw 1WLL ,,• M-�PR� NMIC Wane rMbau ,. a, A . Tow a- muum VAN (n) • REOYWED Mn. 1116E MULLIDN 4 4•-r 2" . 3' . 1/0' 4' lie • ywaerMyl�yWU1yy+�(, aFO" rf_DtJ�a:', PNEmRE RN,Nc PNMILEI 1�'� C6[PI20 SECjIQY1_t SCAB 3/B." NMI. YUWON CAN AUSO K MKIMAM WIC STORM IAWQS ON TOP OR BOTTOM 10 THAT a 15 LOCATED AT TOP OR NOT" OF OPENMO tow PMU OKXMq W/ NEE TOP Al BOTTOM) RLSTA"TION - ALTERNATIVE 1 W WALL' 1/4' - 1' A B ► 4Bea Ira46s�l�,l.s■ /.M1WmWa•Y'aA •/ I i r' n aNd 1 1WALL kMXbffM INSTLLLATION - ALTERNATIVE 3W ITMm,A�4, .anAmlr ,.W1 a PUN MTLLLA TIVE 2W SCA1- 1/4' . 1' Mom: 1. INSTALLA-TIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D, DESIGN LOADS UP TO 455.5, -12.0 p.i.1. AND PANEL'S LENGTH UP TO 8•-6'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL TOP a BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. COMM" ANCH M CONCRETE MKM M (6[C aCN OAT 1010)1� (Sim \ \;• POUND °wLYc1E J Sao• .1 -LW - - i i -r , _ - _- Kew carom oDLRNm\ d � i a4. d \1 t`'a i aEaMD i = ! $ fCA[ONL 3 G PDA 4 14 ION I TOR IeA 1aM y I : I Tochmal • (YpI E 1/••hI• AP[ialE I,N,A/ SPf@�471E Oh• Mln. (um 9 'Ov w pa9MU11 fan DEI /+4�_m • ,r I ac r MM (TAK n)) l ro • iJ it D.c ('LEE on I CDMALL rOpNEaRwD e a•P�n• a w AP,w CEWND t DLOOR YOIINTIND WALL At FLOOR YOUKnW INSTALLTION - LLT'ERNITIVE lW INSTAI AXIMP S - ALTIMATLVE SW (SECTION AT TOP IS UNITED TO +55.5-67.0 MAX SCAM 1/a' . 1- AS-D. DESIGN PRESSURE RATING) 7 RWY � P"°,al • w ,T Pt yl 6 rA o nm � ,al /Mat N.No PBOMiN.Ao 0-1, NO FLOOR MOUNT11M ROSTALLATION - SECTION AAW WALL- 1/4' . 1' FLORIDA BUILDING CODE Wah VolocitY HurA6une ) Fall CONCRETE fAK1OM: a6L SDEO162 ON SHIFT Is; - ION amOO ICAO. SEE SLCIION M SLQf ,a ,w; . 1/6 2✓42,/4. 3/4 OR 4/4t, 2 &tw/I5 t, ai IMw/ts `1• YN. n (K M PAMAM"))1gN calm" v1. no twits ALTERNATE LOCATION L.�J _ ENE: AEINo LIFE SAFETY ' U R PAMtS w/PANEORIs _ _._:- LOCACATI Y P Wn S Et1dfE1BELOw)t __.aW/0 REGULAR TRACKE (SEE NOTI I CONCRETE AMCIAY6 �.:•r/ / • • RELOI) M lLAST R[ PANEL 31EMN°P M OM. ME 01111141.10 AS EMpYpyl ALaMYS m PROYIO[Ft W� •FAA NAAwr S,LEfT } RAKED COMM"-�� AA 10 iACE1fAlE IRSTKUTiOR W MT[NO[° b L 4fA D oI CJS/t A N>OA61 -' OF BE IMSTALIS STRUCTUREa a RENDYp, FRO OF ELEVATION WALL MOUNTING INSTALLATION BLAND FLOOR MOUNTING INSTALLATION SCALE 3/32 -,' SECTION 1 SCALu 3/8• . 1- r SECWH 2 SCALE, 3/8' - , ,/4. r ®®°R 1 • * I/. SUN. GAP LEQIf'4 DN L4'>-- = = .iSiDBY-PANE. 9,511Y..SNSIdL!:.bN ' .. 1 UPE SAAS FRY STORM PANEL CAN K LOCATED AS AN ENO PANEL (FIRS Oft LAST PANEL) HASCBS IL E SAFFTfR OAS BAY OR PANEL (MY /� Of INSTALLED OFT TO DREEGGULAAR) PANELSMDNnRaAW H) FWLD.1. AM AF Oslo NraLs. A0N (W/ OR W/O Wo" TRACKS) S¢ ,IORr ,) I (ETD PAA11 I (NIEIIIDII 1 jT (NTERIDN PNf,L) (Af10a0R LBO PA,EI) Tfj Ift �• 1 1 t OR ( a Llq1. fi . - 1{ I ' I I I I I "a a: Al L004 /1 1/1 21♦/A 8/4 on 4/4 t 2 a TWITS 1 k LO P. LIFE PANEL CONSISTS OF 0039" OALVAKRCD STEEL STORM PANEL AS ,SECTION -B-B PON COMPONEM�. SHEET 2 OF OTMVWG, THIS PANEL fTVLF TO BE REMOVED OR N6MLLLD FROM tHE 'MSOJE OF E SC" 3/32"-1• STRUCTURE. pµEE J. eE ®,AS IIEs TOP K TO OLSHEET 2 OF TWIT MGwoNENr �A 801TOM TRACK ro II4NIIIINNY Ile A P. TIL(!T COMPOIIfNTQ K INSTALLED 'NAIL OR FLOOR MOUNTED POLLOWING SECTIONS I a 2 ON 111SMEET, AS WELL AS DETARs 1 t 2 ON SHEET ,4. ROW ��' JGENSf ''•.. 1 MY,. IENGN FDR COMPONENT �15 13' ' �• Ma. ANCHOR SPACING i0R COIAPOFIEM ®ANCHORAGE AT BOTTOM IS GN01 ON * i e7oro x1�o. M SCHEDULES LA 2. SWEET 14. 1= COMPONCM ®)MAY BE PERMANENT OR REMOVABLE 6. s� DETAILS FOR INSTALLATION a(N w000 iRAYE BUIfaK1465 on SMELT ,5- -$, 9'•., pR �• ' 0 SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR ,ALE INSTALLAMN OF y'�OC�•�/,-/7` -.J a SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOD BANGS �N,A•,dl I Ada+w ~oRWP'Pn'Lpwl. MAXIMUM A.S.D. DESIGN PRESSURE RATING (a.s.f.) AND CORRESPONDING - - MAXIMUM PANEL LENGTH "L" SCHEDULE fllaltl ftYLY real I4aaIAf-6 A 1%3 rRrY.AIY,Yr A PPP •cL•n„IL , YAKAAN AI•,. L6N0f11 14Nam YR R1 Ara. yWaL 006 a< •MA. -FILM Y-Y DN Lw 2 1/r urfaottro I fwmu a A 7 .ssA. -f2o >7 a• ro r-a' w.. r a/4• UlOL1T0 , TIAu a r T .660. -Mo >r-r ro n'-T Ya I 2 ,/r • •� _ a WA. -KO 12--e OR L[S6 ' 3 1/2• • � a S A 10 • MI= W/ 1/AY-Dart' 11. MS A "" M " 0~ P WAD1OM OF PAIM. MAXIMUM A.S.D. DESIGN PRESSURE RATING (p._.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULARSTORM P N c � & Q INSTAL! AVOKS_ I= EXISTING CONCRETE A CONCRETIE BLOCK STRUCTURES f11MK1 may ME pwarts CIla &Z aher.lATLmR - — -R 1 1YN1 " DY 4>lane • A Al MAXIMN ALSO, OEs01 N to. M,,,,O l►A,) AAMMW ^%"= SMOM FOR CA - A 1/r •• Swmas a A, MN m1a.K,aN a TIIY I WNWY PNMD , LENofM t (n.) { TAPCOM 0f TA -SNP C"-N RYYMAE ram" a PMIBIYTE PLLA -- ro taKM,r IxrMtlEt[ M L-0,IDAn 1bBLOCK E 10 coMot[It 1KLM in CONCAi11 - m cON0E1C o`M OMP r N/A - H/A N/A r OVA A. NAI r MIA 1 (TOP) ;;-- a• -- MIA -„ M/A" - r - a• r r - r __ - , (aottor� r MIA N/A MIA e VA a WA r^ N/A 2 ) r NH M/A MIA 6' MIA a• "/A r H/A J 1p,IDy, 431$ -710 r WA 4/4 N/A e' N/A e• "/A r M/A 3 a 4 EroP) j r-5. ON LESS - e' /• N,A .-MIA.-_ A^ _. a' e• '' — A. 4'--.-. 4- 3 (swim) 4• "/A M/A /• yr N/A r N/A- 6• - N/A 7 crop) 1 N/A r 4 e r r. e r pmvM -. N/A M/A s 1/r e 1/.• it 1/r• 4 ,/.' _ �.... .e 1%•' -. 4 ,/•' 4 1/•' 1 -i (TOP/80T10M) I 1ST aeA le A I1 FOR AMSAM ?"Mr a N%DA Pon "RUM " am am FRAME BAO•la. MMALW ANwOR WACIM0 AM Mr4aW EWE WOMICE ART eOCAM ON THIS sOBOLLL FOR E0 Liss DRI New= OM 210111A1 mom A.Cmm WACND eT wAMLTNO 110%cm ,M m w 1C10w[ IT ,K PMAMMO FAMM NA no OF'BAfm TO, m tNImw MEDLICm SAPOW astwim up" farm LINK NOT N LESS THINK 9*4 MOMS POOATIA FOR EMI ACHM TM Al AMMONS LOWDO Now TIK 1/—r4 . IHY _ .. 1/IY IHY . A�MANPyyYfaMA-N THY _. _ .... THY _ areal) al,w••�' 4Ma-Rr Sal now >NIINW ant 3 l aOIV a 2 1 1/2 d1 a u rl a„N"� ri pO a >3,/2 na Ip ' 1/1' 10.. a/r WHO OM DUMM MI IHY-11R•' 4f. Ma • a ,/4O.G Rat KIWI 42110114111 OP to r-W Ale 4 1/4, Me Pat moms u► m r-r a. w 04_I P"dL%MR PTari 41 on polamTE P" 6 12 1//r 0. O ARM I I/r Sin. roffAOTO I PF,KiMA7,DM TO WAIMEA FOR ALL t[MOTHY ALP it fi'i' .' 1 1 1 I I , °W scew 1 1,4R1 6 FDR Yin. I I N 6ETIYYMDN m ALAS I I lot 00 Eoi 1 I I 1 I LOW ORM euaMG 11 1t I ii PWLD 1Oo" UP ro 1'-0• AND 4 1H' o c. Fa tEraaa L► m r-r Y.. aR /,.-f0 FYYELWI[ F[YML D a PAN4141I[ RLA • Ts IH' o. a wmI , I/J auL oNAam ptNEtMrroN M AMOWaM a ER"MD Wopo PAiT f04 ALL LMAmIA ar ro r-/' 1PML. DIRECT J���LLAJJQN SCALI ]/a_t• INSTALLATION DETAILS FOR REGULAR PANELSa & INTO EXISTING WOOD STRUCTURES -�1 m ,IIAOaI I 7 I � I I I I WOCO 1 I levu4 e W , - sW00°alrD� 1w ALTERNATIVE 4 _---- --•-r q srxE 3 a-1• SCALE 3/8-1- ..iW - 1 Q5Q -Y►- .�jM f L,tE 6CEDUF LN S1Qt e t E I r Pal, Wn rAPNM,ION 1 10 O,Af4 I f Y 1 F01 I Ei I' I 1 ......... - DP i E01 EO ED, t WAOM rof /rowz, EDP _ -: `W i•.' amA11At y ,P 4U•m Li�in r°�i/4A'�u/� j i � {�. 1 I, by u4 ealeaa • r ac P.1nxP PEAeM.Na (ggNN�ILVE 3W eLTERIIATTVE AW 2"w• OWE . • IFEM"IM OP PALMmag SCALE SICP+• SCALE 3/a-1• 4DYJED '. l CON��LWPOW .na fT 4MN1 YR IYlTAl I ATN1M MOTE ' SHWI ER TRACKS NOT S110w,f FOR CLARITY �PAY7 1, INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A_S.D DESIGN LOADS UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO W-8' 2. FOR NEW WOOD FRAME CONSTRUCTION. W000 MEMBERS TO BE SOUTHERN PINE NO. 2, w/ SPECIFIC DENSITY OF 0.55 OR EQUAL. TOP a BOTTOM MOUNTTWS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. sTLlos •Awn p11ERLAP (,21%H.D 1,2.PAO CL i0 NEL 1• 11.1 KE 61 WEE rFnmom ►MEl END PANEL ' SCHER" SCICOYM I I L ANC ® 7 •- .. a' = FOR a- '-'- FOR M.. Y OR DIRECT MOON1 Sp M'�iG apACl q on 1'-3' Wn --. DETAIL 1 A WALL MOUNTING INSTALLATION (APPUCABLE TO SCHEDULE 1) SCIML: 3/18' - I - MAXIMUM A.S.D. DESIGN PRESSURE RATING (pas.f•) AND CORRESPONDING MAXIMUM ANCHOR SPAGING SCHEDULE AT ri FOR INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES SCHEDULC.LP_:.-G}W/...'864.4..1�YNT-DDlOSU066 TDP A BOTTOM Wi.�1L�.3.112_, s1tIOs . EVOtY oYEmAP (12 1/2' 0. ca TO HOLD PANEL a/a• Yu, ``SUE D Y wn. (rai a} r ... _. i_. YA ALA NINON al W-W aRA-N PMtim7t FBW2 O PWILYYE RYE OEM PIAaSKI[ M/M4 T m CO114Titt B1Aw roTo OOIICM[TE TO CaNC1R7F BOCKwjm ro Comm SLO01 m COIICrLR w.001 m t:011CR[t[ m 6lDC{ KRON4 • rnlY1WIDM D Iltl WAMW MNEL ILMOIN 'L• (n) a' N/A N/A N/A 6' N/A rN/A 6' N/A 1 a 2 (TOP) 55.0. -710 9' 7-8' 9' 9` 9' 9' 9' 9" 8' , (BOTTOM)S•-0' OR I.L" 6' N/A N/A N/A 6• N/A 6• MIA a' N/A 1 a 2 (TOP) 453.0 -72.0 9' S• 8' a• 9' 7 1/2' 9• 9' 9• 9` 1 (BOTTOM) TD 7'-6• +36.0 -72.0 6' N/A N/A N/A 1' N/A 0- N/A S• a' 9' 8' 9• 8' 6• {' 6• 6• , (BOTTOM) ,SCHEDULE. P 2 :® R�QB110UFTI COMORP98 Al BOTTOM Wi I.D- . 3 1/2• wi i MA40 P"Imum 1 mm a SLY M now 1d RYU) M asi 4 BAO o r YN PROM W orACAQ SAPPLICABLE to ECTION" AI a COMMtIATIO MAaMUM PANEL LENGTH I,' (ft.) APIqOLW - 21 law CAI-W RAXTMO W, OF THEM .49.2 '-61.5 3• y 4 1 2• 4 t/2' 2 (11107TOM) 7'-6' OR LESS 452.E -66.0 a' a• A. 4' 2 (BOTTOM) 7--6' OR LESS +BBB -72.0 2 1/2' 2 1/2' 4' 3 1/2' 2 (S01M) T-6" OR LOSS 455.0 -72-D 2 1/2' 2 1/2' N/A N(BOTTOM) 2 (BQtTOM) T-6" ro +550 -720 N/A N/A 3• 3" 2 (BOTTOM T-B' TO Hurricane ALTERNATE OCAAT END PAN PA�EL }1, '- MITI" PANEL '—END PANEL OR B SHAD, M0SSP r DETAIL 2 FLOOR MOUNTING LNSTALt •TION (APPUCABL TO SCHEDULE 2) SCAM 3/I9• . L• MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCHEDULE AAPdI CUMLL �` .TO SCE'TWMS 1 A 2 RIdG_7� f,1R LOT_ 9AFr1Y3T��PABL. Sm Ind ON LIEU i .walaN A!A mFIMM +IRN14 ,3AISY M.,. DIAL �1 A �Mp DLbtl Cal,�DAIOM HILa -nM r-r 2 w = OW 16 I= *DIM TYFL A SNOW Pall RRIOUADDN AM WOOD FR WS 81AW4 M/MW ANDMOM pPCPq[ MID MIMMN mo[ °DINKY AI[ maKW a ON Slue SOMEMAS. FW I.D.U39 THAN [OCATLD ON 10EOLLE am= no= MWAPKI at ROAle'L'/NO WACHO 00" 04 SCHMAIT 8T THE MALOaeC FACralR. rail T1R OPLWW m K P1O=WL PEDIPRD VACO ,M'FAM 1/K FACiw OWL NOT K Liss IMAM YNMN MOM 0491- 0 FOR Uw ANCM011 ATE At ANDOM LM". AtOOB t16B •/4'• IHY_ 1/4'. e. /4Y_ T"eAI ,ar a,►sRW PiML11+L1W CMA / _ 4% oletnN YLRMO •MIMY,O D.2 -�7 , a E a y wA,.M a•a1r Iw l,U a __ _ a .i ,%2 i ,n -- Aar Ea @I BB8M8) PA N 7 tn• - q r 3, (VAUD ONLY FOR PANELS OAT, O NPAUATIONS AS PER SECTIONS 1 THOU 10. ON SHEEM 4.5 a 6) M MM A/O = SPAC O I = LW - 3 l/r AADD. 0990* - TAPGCi -� Q TAP -OW LAIN-IM 01ANCl1KIF FOOS a f•AI•tE,ATr PWS - SOLID SET SECTIONS / a MAArIMN RAVEL PRES,a,M RATING (p•IS ro Comm To COICA[TE eLDw ro CONCN[1E ro OMCKR BLOCK m CONCRETE m CONCRETE eDw ro COMPETE --- 10 COTFD II[ •MOM ro COA C1[I[ -- ro SaKRE1L woCA 10 AOI,Cli ro M,I[IIE7[ raw NN calleM,lm01, OF „EA LLNCIM 1' (A.J 6' N/A N/A N/A 8' N/A 6' N/A e• N/A N/A N/A 1 (TOP) 6• 4' N/A N/A 6' B' 0' 6" S. 6_- N/A N/A 1 (BOTTOM) a"� - N/A N/A N/A B' N/A 6• N/A a• N/A N/A N/A 1 2 (TOP) - 0- N/A N/A N/A 6' _ N/A 5' N/A B'-- N/A N/A N/A 2 (BOTTOM) 35.5. -72.0 6' N/A N/A 'N/A N/A 8' N/A 8• N/A B' N/A N/A N/A 3 A 4 (TOP) >7'-5• TO r-6' OR LESS a' 4' N/A 6" 6" S' 6' 6' 6' N/A N/A 3 (BOTTOM) 6" N/A N/A N/A 6• N/A a• N/A 6- N/A N/A N/A 7 (TOP) 6' a- N/A N/A 6• 6• 6• 6• /• a• N/A N/A 4 a 7 (BOTTOM) N/A N/A- -12 1/2' 6 1/4' 12 1/2- 6 1/4" 6 1/4• 6 1/4• a 1/4• a 1/4• N/A N/A S (top/BOTTOM) 60.0, -63.3 N/A N/A 12 1/2' 6 1/4' 42 •/2' 6 1/4- 6 1/4• 6 //4• 6 1/4' 6 1/4' MIA N/A a (TOP/8017011) '-B• TO 11•-2- 56.0, -72.0 N/A N/A 6 1/4' N/A 6 1/4- N/A 6 1/4• 6 I/4• 6 I/4• 8 1/4' N/A N/A. 6 (TOP/BOTTOM) B•-8' TO 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4' 1 6 1/4• 6 1/4' 6, 9, 10 (TOP) 43A -48.0 8• f 4' N/A N/A N/A N/A N/A N/A a' 6• 6 I/4' 6 1/4• 8 (BOTTOM) OR LESS --- 6' 4' N/A N/A N/A N/A N/A -- N/A 6' -- 6• '- 6 1/4- 6 1/4• 9 (BOTTOM) 12'-4' OR LESS N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/♦' 6 1/4' a 1/1' 10 (80TTOM) SEE SIdi6 10, II Ala 11 FOR ARCH AS "PE A SPACING PER ROMLAI" INTO WOOD FRAME BUILDBID, WNW N,DOM S ACPW ARID ~ill EYK DWP#= AM MDCAT[D ON 1148 SC[OUIE. FOR Ea LD84 bLA M1oKMTEp ON MMMAL aEDua WHOR SPACING W rum"PPo 9PALTMA slaAM one 1CIEOYIC 8" ME rOL1ONMG FAVORS. FOR IRIS ,1•ERATax ro K PDNXW. MOROCCO SIMIC O 000 LINO "Arta• NWA or m Liss IMM1 MINIMUM aPACeO NOOA/E'0 FDA EACH ANCHOR ATE At NICOM LIMID, no-- w1161[ .I/4Y 11r. 1 r• ... _ ,(4Y 1/4Y 1/r• ---- -- C%X-N TAPgpI Of UP-W M.Ifil sN1e•Al ,n - WA Allow SPACING! SO J i I 3 R ,/J f _ MIgMf IOS 1 a I 7 aE )A• AWA SS Ow mom" �►A�a 7 O _- INSTALLATION INTO DETAILS FOR REGULAR PANELS EXISTING WOOD STRUCTURES G) & U 7_ III 14-10 RAfID1Ni PLUS --� 6 1/4' O.C. W/ , T/r• I`'. ,4-10 PI)OalA7E PLUG - vv i 1//4' O.C. W/ 1 7/a• - 14-10 PANE1MMft PLUS _/ i t/4' O.C. W/ 1 1/8' 'I TnfAON ►OATRAt10M m �' ' 11 711INA(>ED P13MiM710N m CKAAIr, arAOEA wow � pew T MEADID PDN M'XW TO FAIStMa WOOD NfMEw a EK1amp "Do HEADER WgDO II 1lEOUmFA - I fAY.lnr L 1IW►yy 7A• '. ! Dam ALC A ! r OOP C. • CAM am • ' a 1/4' MG MOOD a1MER �l' wow MEAaEHEADERa _.. 1h' Me � .L• 4 1h' ale, REOl11RE0— Un' REOAREb _ IIML Mln '. 111 11I L08t1 iLN am s14[r i w Sa SmUi ON I FOR Yh To aAs �• YaN. PANEL LOAM"-- ANY-Jm' !a (SEE NOTE 1, FOR MP. IERVYaION To xAat ti .' m... PANEL LAY-aNll• Si i (SET - FIN YM. Sb•NMllw ro anK- LEMGIM AyY_ PANEL LLNLTI � NOTE i) I 1/.Y-awtl' M,4 i (SEE NOTE 1) / /AY • >• "-�. _- '' YS r/ TRIO • � I � ,...*. - Wp/ I/ iH'1M � 'ln'ra"""wEunP 1 iDNrwar°WGoYBMY1aAr 1E"ivl"M6D1v""RAP 1 !` ) L. A L _� JJ OOa us ' OF •L• YAR IN L f'b tI',OvlM II l-y, MAX 11 (3 �- OI• [l YS , i"�' F' ➢tY°~I�WI MY4R 1' Ile wra WWW } ut Y o< EQ,y CO. 1 ,1/4Yo SCRl1eS rY4' WOOD RATE .- j 14-10 PVNBLw1E PLUS 2`F4 1FOMO 01�TE AT I T•Y•' MIOOD_RAiE 1, 1.. 1 - fr .O. w low PENETRATION Al REQUIRED 1 REQUIRED -1,e 1 .• O.C. REWIRED \ { , UIaF,IDTN OF PLATE Ii I MID WIDTH OF RATE PD+CFMTION • , i' I/4'4 LAD sOMws O �' . - .8" O.C. SIA00M all 1' CMOWUM i MAnlMm/ PLATE _ fII WALE3/MI ZINECT hmuNT INSTALLATION DIRECT MOUNT SCALE 3/8-1" SCALE 3/11-1' NMI 1. INSTALLATIONS FOR ALTERNATIVES 8W. 9W a IOW ONLY VALID FOR BUILDINGS WITH AS,O DESIGN LOADS UP TO +43.6. -48.0 P.I.I. AND INULINN/ A�NIE1 T Uri PANEL'S LENGTH UP TO 12'-4` L FOR MEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN p. P •• GEMS S �� F ••' PINE No, 2, W/ SPECIFIC DENSITY OF 0.55 OR COW, a FLORIDA BUILDING CODE (High Velocl HIMrrieon/ Zone LIME FOR LDIIBYMi10N a SECIlOf15: _ No. 41 s •. * xiSCO, K 20 GAGE GALVANIZED STEEL STORM PANEL oA.r M * : `-•YG—mO TOP a BOTTOM MOUNTMCS CAN 8E COMBINED IN ANY WAY TO SUIT ANY $T TE '9, _>, A / GLOBAL '�� IIIt. PROTECTION PRODUCTS, LAC. °T 070 LAQ: INSTALLATION. O i RIO ..> AM. ,A�, Fp �1 r'h• $/ ' F• � •tea r . sya M.ala R mN PIY1E- O»4Me1-Ts.n TAR IEM)41e am 20-176 p I•rrlrll IVY N,.,W ti , f2MY m-rot Y 4Mr oNn" H. IININ E sAm4 Ma AfIA1JMn WL101 Ae00p1A,•Pt awn ,J p a INSTALLATION 1/4•. Y1G 1LaRL1e • r e.D Ii DETAILS FOR INTO OPTION 9 1 FOR LIFE EXISTING WOOD STRUCTURES SAFETY STORM PANEL SYSTEM I,I,I 1 ,R WP. walEAem r[r,w1aN TO BaaTNc WooD ,LuoEN r i ip i �.. 11� I 1 I 21 E01 I a Q. RL9l/llE6 ( - NDRwE" ._ -. {aY"O°'"'°` ALTERNATIVE 1 ALTERNATIVE 2 ,e • it 1 eG I( E. 7R I an i ) SEPARATION ro OL-W& I )• Eo _. E Eo EDj I Eat - OA ro q 1__ � W000 PLAT fT� I KovFaD PLm •; 1 BJa«M ALTERNATIVE 3 ALTERNATIVE rae7AlIATn I' ,/4•P ° SCAM a s• O.C.Oc W/ I MIT' A MIA. NK4= P09 MTV OR 1 f4%&Alr LOW WENT / amm W/ IHY-Mnr• 4/. YS 0 r Ole OR ALTERNATIVE WOOD FRAME CONDITIONS ANCHOR LOCATIONS I/4Y-2o PAlrl an ruwr a OP PNdual E Plus • r Da: r 1 1/7• YM. Ilk apg „ AID• ,• WMeIDm PDC MTM TO ROOD PATE am SMMI TRICKS Alm 9,NW, no CLAP" WALL MOUNTING INSTALLATION ALTERNATIVE 1W was, VIA - 1• I WALA03 ARE ONLT VALO FOR NALOa1LS ROM A.S.O. DOAON LOADS w TO .35.6. -72.0 M AND PMQ's LINOM LIP To s'.-r, L FN1011 aNE'LP 'WOOD FRAME CONSTRICTION, OWO O MEOAMMLPI TO K 3WTMUAM N W .0 N N O� N N N a C o '0 O C .� Iu V -0 C- N O O 0 O O U- O cu •� -0 E`y Q L cu Q CD 00 w Occ r- C.. fd H a- c L - N -Q N 4w+ w t y, E w L 7 ca i r/ / W ca O Q U O Q_ ■ cn cu LU = Q Z Z Q J a SHEET NO. S H 1.1 LLJLRLLU I ANCHORS (SEE SECTIONS ON SHEETS 17, 18, To & 20� - - - - - :3: 14". SAM 4A/17. WILL 0(17. 49/17, 31/16. r Am. I MIN, ISAST/19. yteells 90/20 41W/10. ?IW/19 4 ONISO D.M.ot a4 7-- 0 0 0 0 0 7 _T_ 7- '1�1, - ------ ORO A. I�� W-41 utt rf,0wPm4L 7 A PANEL. LENGTH (SEE SCHEDULE) eAO NUT INNER a OAWAF Jia U/17. 4A/IP.ISA/'Sw"w K# a MIT '"W" [�E?, 411/17. WIS. a 1 3 SON/12. mw/Is a wo/20 I MIN, ANCHORS (SEE SECT04 OR 5HEEIS 17, 1& 19 & 20)� OPTION #2 FOR LIFE SAFEN STORM PARELCD ELEVATION MIT law am !"U PILL" UK INTI, L SECTION A- SCAUL 1! FJAW IN 7 WWI 'M 114-11CR EiJJ *i-ill'li 41 J-1 Ijklefff-w9mv.11 [sism zi R7LWLV41!11J!E;T_V 14 M 111�kl Lett: MINWisq:14.7m MAXIMUM AS 0. Mo,. PANEL LE14GTH MINIMUM SEPARA71ON PANEL DESIGN PRESSLJRE L (ft.) RATING (P.S.f,) (SEE SECTIOIN TO GLASS CONDITION +65.0. -72.0 a'-s" 2 3/4' UNBOLIED INSTALLATION QUAILS EQR OPTIQN 92 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES T, j WOW ME 1/4-P Two" a r ox. 0 V O.C. 2 rw Dom 'HIRAM Z"11.r AT WOOD *Cwp HEADER HEADER WIN" /4 1/4 M" L ILI 0 (D A) MAIN, I QLARIL CLASS Mo V MD. tax 309ma IN PANEL LENGTH NOT IS) PAWL UIACTH Per Rg V Mo.. V (SEE NOTE I KLowi (SEE NOTE I oftoo PANEL LLNGT w spmmom 4 R (Sff NOTE t 0 PANEL LENGTH Edsm Lew) Msghs_ GLASS To "We to o�m (SEE wmr I al OW) OPM, am %w 16) ON *IMF RD i 32-1 I'm I'm 1/4's TAPCONP w CC W/I IIS' ;=AT Or PLAYE[ 3 (3 Comr cow, MS. W/ 2W S-S #4 3 1 7 4Z;�/71VIG r PINK, WNG NUT WASHER 0 12 If. 0, WASISR (BEYOND) WARNER IT 12 IW/*240NUT (BEYOND) 1/4'0 TAPCON 0 f* D.C. IN Ir O-C --WAOUM W/ STUD) THRIADED nW&ADW ",�m =/,. " THREADED Of PLATE MICRON ION AT mawim WOW PLATE OF PLATE or FLATS PLATE PLATE Q� PLATE IPMUATION WAII kMdft WALL 11110LINTMO INEAUAM WALL MQ ALTEORMAYMPNOVEMPHANIEL IMITAI I ATION SCALE 3/0*-1* IJIFE 0 &L'tWMANrL 0 LAR FM ovem HE SCALE 3A*-I" SCALE 3/0*. 1' T I % FLORIDA BUILD100 CODE (199h Velocity Hur cone Zone) 1� INSINUATIONS AM OPIL� AM MR &JUwm WITH A.S.D. DESIGN LOADS m;; UP TO .534, -72.0 PSF AND PANEL3 LENGTH LIP TO W-W s ftt=. W_ to 20 GAN GALVANIZED STEEL STORm PANEL OWAN 2 FOR WIF WOOD rWOE CONSTRUCTION, WOOD MEMOM TO K SOUTRIAN PIK NO, 2. W/ SPECIFIC DENIM OF 0.55 OR EOUAI. it sl PRODUCTS, Lw. GLOBAL PROTECTION INTEL IL ECOsue. z q 411011 IMIL ILL STRUT - Tug rcwnm a CON990M DRAW. A. 3014 PICHL. 7 20-176 I DRINK k., MO � "t. OF SIT "WROP INSTALLATION DEIAILS EOR CIERON 92 FOR LIFE SAFETY STORM PANEL SYSTEM INM EXISTING POURED CONCRETE OR CONCREJE BLOCK STRUCTURES W40 IAPC0w ANCHORE Ij4*. TAKO" ANCHORS IZ4.-. TAP -CON ANCHORS TOPCO14 ANCHORS 0, S* O'C' ac 0 0 ac. 9 ox FIGURED CONCRETE POURED CONCAM oovm CONCRETE POURED CONCRETE OR CONCRETE OR (xN4cRm OR CONCRETE ON CONCRETE RED BLOCK REQUIRED KOCK NEW BLOCK RCOORM BLOCK KQLNKO 1,M" LO E.C:, 0 - zt-7 r %M m a W . ; 'a PIP =s� TOOSTI'li; I GLASS GLASS It or v.4 __3 CD 3 LAA -c:: PIP *_SSL VS W/ MS. A/ WAD MO WASHED ;�Y32 YANG NUT WASHER NUT PIT 12 1/2' O.0 (BEYOND, 3132 vaw ��l 010 . 3/32' IPM 12 /2- &C No WAWO (K*MN 44' TAPOIDN ANCMOPS TAPOON ANCHORS, 4 Ilr OC a C. (StAvoctio W/ SM) 0 4 1/2' O,C POURNO CONCRETE 'QUIPED CONCRETE eoufto COWRM OR CONCRETE BLOCK eoum CONCRETE it Oft CONCRETE BLOCK on CONCRETE W&IN OR CONCRETE BLOCK REOUND REQUIRED REQUIRED WAU 6=WM INSTALLATION WALL UOU NO IN Al I ANION WALL higumnma INSTALLATIN WALL WOMM INSTALILATION AaK a "MMMEL it UFV SAr"PANEL M15"ANEL a umfigom 6p-m_pA EL SCALE 3/8--1- SCALE 3/8-.t- SEAT 3/s*_f" SCALE Kt NNW to a So 'm AHC"M TYPE A AM= m 11 WPM woe" to* 10STAMAPONS wm wm w momme WNW 00 a FRANC muum 6WM" AMC" SPACHIS AND tMW" AN 141"GATED at TM mowl= 0.) !1 ED Um TWA NwAlto ON SCHEDULE REDUCE AFCMR I WATIPLYPIC V%CM SM" ON SCHEDULE "-I QP..b D" 0.) 3 m am on" Raw In TWE MA� "Crafts, FOR I" apavam to 49 possw. wKcn SPACING ogron U!" FACTOR SWAA NOT K IDS 71" -04WO SPAC.14, IKINIAIN FOR FACO *Ow TYPE 04 I"IS SCHEDULE ME INSTALLATION DETAILS EOR OPTION INTO EXISTINQ #2 FOR WOOD LIFE SAFETY STORM PANEL SYSTEM STRUCTURES READ(* 1, 46 HIERTM 1�- j 7 WO1* HEADER w J 43 10 am (m 9001 EXISTING ON sw 11) IA, SIPARAffift To Ou" *L' M.. GLASS - cm SCHEDULE PANEL LOOM �­ ­ �:,: - PANEL LENG114 EXISTING ON ow mO GLASS tsm NOTE I BELOW) S2 ISLE NOTE I 9Qvw) NUI 1 7 L 90 to 2',4' WOOD FIAA. ?/Iry 3/32' WIND *Ut 2-0' WOOD PLAA.,-_ 1/3`0 3/32' WIND NUT REQUIRED, WASIVER 0 6 1/,L- D.C. ocaumD USHER 0 (BEYOND) 114-;0 PANEILMATE IIIII-10 tANELMATE PLUS. 0 6 11 "40 C MR4. I_ 6 1/4 O.C� Wtj 7/a AT KOWWH or PLATE EUN. TMAE-AMDED PENETRATION At M&WH OF PLATE id i -�_Lljx j WAU-mumnima INS SO 0 MLWA& dff nON O"""Moti r sk TIL WALL MARIM 8% A"am 6 UFE SAFM ­4 _P&NEL SCALE 31W-1- ENSf SCALE 3/0--1- FLORIDA BUILDING CODE (1419h Velocity TIM "me zorke), No 4067 t*Z z -M" Atum PC 10 CAGE GALVANIZED STEEL SIM PANEL FP Dr. I. WALLATIONS ARE OPAY VAUD TOO BUILDWS, VffH ASO DESIGN LOADS UP To +65.b. -1ZO PSF AND PANEL'S LENGTH UP TO W-V, lt S Alt A 111LIECO.... GLOBAL PROTECTION PRODUM U.C. SO 2. FOR NEW WOOD FRAPPE CONSTRUCTION: WOOD MEMBERS 70 BE SOUTHERN --I =!Lk it WNW PINS, No 2, W/ vmm DIMITY or 0 55 Oft WUAL Y L- � 7$ Lam I ff me HE Vam, m wx "' &u'4 PIPPIL (WWN_j"S, FM: "Not-e7s, 20-176 =TILD P, FL UP 6 POURIED OQNtRrTE OR CONCIIM &=k *EOLIRD IN � L L 06 �Iia( No %NT a (1 I # 9 #14-10-0 PANUAKIT PLUS W/ -1/8-0 ;. 3/32' WIND NOT WASHER Sol mC. WA" WOUMN IMMLLATM 0 AMMANEL VALE 3/111-0- SEE OW 19 & 20 FOR AWWM TON A sea" m I..J-- viablikit, r"... SPACING to WRALUX11" PRO WOOD e; ____T_ 1 3 Fft%c euvow ko^" mlc�m $PA"M Am uku� COME OSTAM:F ARE IWWATM OR THIS 3 MP-4 somu MUD, INATTIN."d IN40NO SHOWN ON VORMULE AMA IMIL MO fwm BY IRS POLUXIMIC TACTOR& FOR - OPERATION TO K 00$9" tWaU= wvzm w�w ~ F." w1AU NOT K LESS 1"', ON" 2001004C 06WATED Mo 90CH ANCHOR YPF 0. 1.02 r I/r IVLIM CONCRETE OR CONCRETE BLOCK' DECLARED 1/4' =21 G 14- 'We VAACLAIATE PLUS W/ /a *0 . 313r PIANO *0 WASHER (BEYOND) TIMOD.Aws"101C. RECLOW WALL k(QVM INPUAIION SELIEM.Sm 9JEE fArM -PANEL SCALE 3/a'-I" GENERAL NOTIES, VALID F_-7 HANG SItM P,4kn StSMd I E-Z HIM STOAM PANEL SHOWN ON IN$ PRODUCT EVALUATION DOCUMEWt tP.E.O,) HAS BEEN VERIFLEG MR COMpuAw IN ACCORDANCE WITH THE 2020 (?th EDITION) OF THE n.041I WWNG CODE DESIGN YARD LOADS SMALL BE DETERMINED AS PER SECTION 1620 OF 114E ADM MENTIONED COOL. TO A In tK JUR DICTION WHERE 1111ijk Is Xj;%F?XANO A THESE SaMOUNTHE FOR A 0 06. USING ASCE 7-16 AND SHALL DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A, 26. IN ORDER TO VERIFY THE ABOVE CONIETTION. ULTIMATE DES" WIND LOADS DMISTIED PER ASCE 7 - IS SKA" BE FIRST RLGT= To AS�O. KSPON *NG LOA BY MULTIPLYING THEM By OR IN ORDER 70 TO COMPARE THESE W/ MILK, (ALSO) DCSIGN PRESSURE RATINGS ND$CAnO ON SHEETS 2$ A 26, IN ORDER TO V[Mry TRAIT COMPONENTS AND ANCHORS ON THIS P.E.D, AS TESTED KITE NOT OVER SVITES!10� A &14 114CREASF IN ALLOWA4KZ STRESS FOR WIND LEADS WAS SM USED IN THEN ANALYSIS FASTENERS SPACNO TO WOOD 14AS KrN DETERMINED IN ACCORDANCE WITH KO 9 2015 STORM PAN LS ADEGUACY FOR IMPACT AND FATIGUE REWAKE HAS BEEN VMWIED IN ACCORDANCE WITH SECTION LOS OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, IN- REPOIT! 0 20.32. AS PROTOCOL$ TAS�201, TAS-202 AND TAS-201 2� 114S SYSTEM HAS BUN DESIGNED TO BE NSTALUED ON TOLE OUTSOE Or INC OPENING ACCESSING 1HE OPENING mm IRE INSIDE I"TW USE Of A WIGGED OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED to BE PERFORMED FROM, SIDE Of STRUCTURE, 1 SERIFS 1000 INSTALLATION IS APPLICABLE TO SINW AND DOu1lUE HUNG STYLL WINDERIS WHEN INSTALLATION L$ REQUIRED to BE PERrORMED FROM THE INSIDE Of STRUCTURE. 4. SERIES "DO WALtAIX)NI 6 APPLICALOLL 10 MINGLE AND DOUISU` IWW. AND HORJIIDNIA� SLOIJR% STYLE WINDOWS WHEN INVAILiATION IS INEWRED To OF PERFORMED FROM THE INSIDE Of STRUCTURE S Adt ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND 1EMPER. (UNLESS OTHERWISE NOTED) S. ALL. ALUMINUM SHEET METAIL USED AT CLOSURES SMALL HAVE 3105-HI4 ALLOY. 7. ALL STEEL SRIECI METAL PA90ES SHAU. KAW STRUCTURAL. DUALITY STEEL� AS?U A-853 GRAZE 50 Mim_ %ALVAINIZED STEEL DESIGNATION */Fy- 50.5 mi (AFTER ROLLED) - III ALL SCANE" TO BIT STAINLESS VfYL 304 OR 316 AT& SERIES OR CORRDWN RESISTANT COATED CARBON STEEL AS PER CAN 5MI& W/L So %.j TITO VKNIGTH AND go kof TENSILE STR04TH & SMALL COMPO W/ FLORIDA BUitWNr CODE SECTION 241 J'JL3A 9. BOLTS TO BE ASTIR A-307 MVANIZIED STEEL. OR A& 304 SERIES STAINLESS STEEL, *rrR1 36 kb. MINIMUM YIELD STRENGTH, 10, ANCHORS TO WALL SMALL BE AS FOLLOWS: (A) .��ftsm 1/4"It TAPICON ANCHORS AS MINUFACIURED NY ITIN BLALOCK, INC, (014, r-311112 P,6,1.) 1 /4 . A X 7/11' CALK -IN ANCHOR& AS BY DEWALT INC. (MIN It-3000 114- 10 PANELMATE FUME 10 & PAND.MATE PLUS ANCHORS, AS MANUFACIURIED BY ELCQ CONSTRUCTION PRODUCTS (f'..'1550 P..Aj 00) MNIMM DAMMENT Of TAPCON ANCHORS INTO POURED CGNC'" SMALL If 1 3/4' AND 2' FOR PANEIMATt FEMALE 10 IS, PANELMATE PLUS. A2) MINIML44 EMBEDMENT Or 1/4*0 1 7/3' CALK -IN ANCHORS SHELL BE 15 7/6" INTO CONCRETE NO CIABEDA&W INTO ANY FINISH MATERIAL SMALL BE PERMITTED 1/4- s-20 SS SMWALA BOLTS USED SK411 BE LORD EMOUGH(SHOULD ANY FINISH MATERIAL COST) TO ENGAGE 3/4* INTO ANCHORS. 04) IN CASE THAT PRECAST STICK. PRECAST CONCRETE PANELS, OR PANERS Of FOUND ON T14E LASING WALL. OR FLOOR. ANCHIONS SMALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE SEIIIND SUCH PANELS. ANCHORAGE SMALL K $I% MENTINED IN A I I AND IN A.2). mhoiA JRALL 1/4' a TAPCON ANCkO0S AS MANUFACTURED BY OTW BUTIM1, INC� �/4* * X 7/8' CALK -IN ANCHM. AS MAWFACIUM BY DEWALT INC (V­IWO p,s I) IT 4- 10 PANELMAIE FEMALE 10 AND PANELMATC PLUS ANC -HORS, AS 44ANIPACTURED BY ELCO CONSTRUCTION PRODLIM (V­2"I p.1) F FLORIDA 01) MINIMUM EMBEDMENT OF TAKON AMCNORS AND PANELMAII FEMALE 0 & PANTELMALIE PLUS INTO CONCRETE BLOCK SHIALL BE 1 1/4- 8.2) MINIMUM EMBEDMENT OF 1/4'0 X 7/4' CALK -IN ANGMORS $HALL BE IS 7/0' OTTO CONCRM. NO EMBEDMENT INTO ANY FUSH MATERIAL SMALLL BE ftftlrrn� 1/4' 0-24) SS SIDENIALK BOLTS USED SMALL BE LOW DeDUCH(SIOULD ANY rINGH MATERIAL EMT) TO ENGAGE 314' INTO ANCHORS. 8.3) IN CASE THAT PRECAST STONE. Oft PRECAST CONCRETE PANELS K FOUND ON THE EXISTING WALL. AACMIORS SMALL BE LONG ENOUGH TO ME" THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORArA SMALL BE 43 MENTIONED IN 11.0 AND IN 2.2). (C) ANCHORS SMALL BE NSIAULLD FOLLOWING ALL OF THE RECOMMENDATIONS AND SKLIFICAT04S OF THE ANCHOR'S 11 ft SHALL K THE ACSINMIGIRM OF THE CONYPACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHIERE SNUFFER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHVTTILR SHAUL ONLY BE ATTACHED TO CONICRM sLOcA 12 THE OATALIATION CONTRACTOR 13 10 SEAL/CAULK AU. SHUTTER COMPONENT EDGES WHICH W-AWN IN COWWUOUS CONTACT WITH THE WUNNO 10 PRIEWNT ""O/PAIN ARMSION CAULK AND SM SNIRTER TRACKS AU AROUND FULL U7NC1R 13 STORM PANEL INSTALLATION SHAU COMPLY WITH SPECS INDICATED IN THIS ~WC rLUS ANY 8U1IOWG AND tONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, 14 ANIIUM WINDOWS AND DOORS. INC. E - Z H44 STORM PANEL SIsqu- IS PWW 15 (a) IM PRODUCT EVALLATION DOCMZE ots Cf�.Ji PREPARED BY THIS ENG04EER IS GENERIC AND 0 NOT PROVIDE INFORMATION FOR A SITE SPEC . WHERE THE SITE CONDITIONS "TE FROM THE P.E.D CONTRACTOR TO BE RESPOIN"LE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAM OF THIS PRODUCT BASED ON THIS R E.Q, PROVIDED RE/SAt DOES NOT DEVIATE, FROM THE CONDITIONS 01 TAILED ON THIS DOCEIMENT CONSMUCTK14 SAFETY AT SITE IS TIRE CONTRACTICIO'S RESPONSIBILITY, THIS PRODUCT EVALUAJION DOCUMENT WILL BE L*40ERED PLANUG, IF MODIFIED. (d) SITE SPIErWIC PROJECTS SMALL BE PREPAI BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WMPEp WLL BECOME THE ENGINEER OF RECORD (CO R.) FOR THE PROACT AND WHO PAUL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D� ENGINEER OF RECORD, ACMNG AS A DELEGATED ENGINEER TO TKE P.E.D. ENGINEER, SMALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWN" "ft REVIEW W THIS P E& SMALL BEAR THIE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENCOmimpt OF RECORD TSAI PREPARED tr 16 STORM PANIEL MANUFACrJft-WS LABEL. SMALL RE LOCATED 04 A READO V40-E LOCATION AT STORM PANEL IN ACCORDANCE WITH SECTION 1109 9-3 OF FLORIDA BUILDING CODE. ONE LABEL SK41 BE PLACED FOR EVERY OPENING LABELING TO COMPLY ?AIR SECTION 1709 9.2 OF THE FLORIDA BUILDIP111 CODE CIO -00 > a) .0-0 2 2 0- C 0 CD 0 0 0 CU 0 .0 CU U_ %I.- 0 CU > An Ln -0 0) E LPP 2 ICU ,0 402 C CU (n m. < 17A FFA C� CL) =L i�- > CIL a) 9 COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL5 /24 orwo INSTALLATION RgTAILS FOR SERIES 2009 AND 1000 E-Z HANG STORM (SCALE 1/2-1-) V/2 w/00,0 (m "m a polat 2*/24 P, V/24 "TOPEE: wit j gnaw) PANEL A) INTO POURED CQNCRETE OR CONCRETE BLOCK DO cogm";" LACK FOR WIN HOKIN 3' W. 2 591* OF sovwi am *W trom So" su socycm 94:VT Is 11c"GIVIS Qm -7 Sms NOT 4 Cn -4--d WIDTH] I?p. .,ft 4 -04 15AW (TOTAL WIDTH) caocom DOW$ 7 WOW= T TOP, a I MOSS' M. IN" HENMW,..-' 3"'. 21 44- t ,*a F1.1 1 1 1 Sam Lip. (D 2,5011' c^vAmm snvL COME o Ava) X L. CD T PAIW own 50 SiE z & 4 moLow LIVE Not 2. 3. wx- U) BE A - 1 w"r ICU2.47D" I'. W10 PANELS VA OCUS W/ 2.470' ZOO., ASIW A-653 + 2.2�4 �7 HEMMED ryp. MAIL DOE IF : At U11 X -L' LH 1-t L,- "he TRACK I M I I I REVMEQ REIIIERSIED 'U* TRACK H4 J I m WMML I i s 104tow ILI ji-1 U11 I off stwo 1"m th t PAWLWYE ((yp,) MR ow I I ITT 11000ULS $O*MW. - i OR - END top *1 NOTE 4 WADW =mo PAU, PC to MAU IN' - m... , ."­­ - . to wa. To OLAM PANEL FDA w SWAMI* - III/ HOOPED CDOE 70 MASS, > SIX smnm a" 28 ivnv 04" SIU: I A ". I I 0 w/ OR ,,a@ - 0 ZZM.T TO BE WAUD III EACH INSTALLED At EACH ALWAYS K PROVIDED < TYPICAL ELEVATION &M HANDLE To FACNIATI =19 BE WAR TYPICAL ELEVATI ES 1000 IF INTENDED TO K NSTAUJO FROM IF W47ENM to K "VALLLS FROM WRITE Or Sfft#M"L I J,, Mslym INSIDE or STRUCTURE E-Z HANG NO a0z SYSTEM b.250' JONLE ww t, 3/327 It f_v4- M. I M. 6w I �:0' M. 00 PILL 114- 1*- GO C- =3 DEC. x" ISOMETRIC VIEW DETAIL A \--/- " 6 FOUNDED CORNER 0 1 OF PANEL�S EDGE ZECTION 9- S"A A CU 2 END UP W/ HEMPOS 'I'm Sm. - 1. (N.T.S) 125, 3 (1) OEFINTM OF %ERIF` , 1000,, L - 2 HAND STOW PANEL SYSTEM CONSISTING OF PANEL + (Typ-) NOTE& TRACK$ AT TOP AT PAKLMATE PLUS OR IV LONG - 2 HAND SIORM PANEL SYSTEM CONS61ING, Of PANEL BOTTOM W/ PAINELMIRTS, won W­ (1) =WnQbL2E.RAUZ0. E Vzy B Wwp- OIL TFMCKS TOP IS wrtm (2). END PANELS SMALL ALWAYS BE CONNECTED TO ALL By MEANS Of BE -COINNECTED TO BOTTOM TRACK OTHERWISE A STOP RED 2L No LE. */01 010 TRAC C PA ER (2) ?0 PANELS SHIA" ALWAYS PANEUMFES 09, IF USEDr W�41*5'0 ITS& A; SMALL BE PROVIDED AT TOP OF SUCH PANELS. SMALL BE CONNECTED 10 e4 BOTTOM, END PANELS wx I CAPE OF OSTAW 7/T 3,;r 2"W(Max.) ALUM, AN WNG NUT 00 1/4-0-2N Mn twx SoRm" 6061-TO Alum. ALLOY II L C t WAU AM mwzt may1mm timm- m wo? ill UMBV IMF P�Lo (j/ 125' (3) IF END SMALL CONSIST OF OMR113ED ON NOTE (3) CLOW) XC PT AS n) 20 4,ft THUMBSCREW INST. mairmll/0. pl%iA&TI.0 r _OLIT CIO TAP' (3), FOR CASES WHEN END PANELS AM jit JOI 0 ItHER OF TWO qp AT =M&j EXIERIOR FIAT FLANGES OF END PANEL 01, BUT END PANELS ARE NOT STOP BAR swmw r 3 1 FLOOR TO CERAG MOWNTING INST, WILD MOUNTO INST. C4) 14 ITT CONNECTED TO BOTTOM 'KAM V­ A STOP BAR (ML BE PROVIDED AT TOP OF VALE "It". ts OCI'dSy' = LA"TOT (4). FOR INSTALLATIONS WHEN NO PANELS DIREM __(i) r Z'� SVC-ALL 3/8 1* m r7, �%NTWO PANELS SMALL BE CON CTED TO BOTTOM TRACK AND SOME :ERLr1tSPM0`N1`SmZ0p PANCYL Ke Vtoncimmota ogmmmwon no CP USING SPECS OPOICA ON NOTE (3) ABOVE IN SUC14 CASE, "DEDPINIEVION Of PANELS MA0Y"MBEUST0EDEJX0MrWrMLY SWILL 7VKxrt -:PATTACMING BOTTOM TRACK TO WALL Let IF wAI4 As 'Ott" NOT NEED 01INT PM VC SUCH THAT AIMACM FANELS E $EIV THIDR OVERLAPS RETAINED it( LEFT R04T SIDE F.. 40.44167 Da"98VT 4=mU"FPPz =CW IK St. FLORIDA BUILDING CODE (High Velocity IMur care Zone) FLORIDA WIU)ING CODE (110119h Velocity Hurricane Zone) FLORIDA BUILDING CODE (Nigh Woctly Hur come Zone) 0 tomwu . Aw aw, To up - - "M I < i % .100; T&Im W_ IF WTAUAMN STATF OF osm "Oom'. PC 20 GAGE GALVANIZED STEEL SIM PANEL z 10 BOTTOM TRACK MAV OCCUR AT ANY PANEL LOCATION. TWO PANIEUJAM FOLLOWING No SHOWN ON ELEVATION AND - go one - It OF (p To ' r (5) SEE _t j:A1 WDWLO 750, OW (TY9.) SECTION 1'. 3' 111 4' ON SMELT 24, SEE ANCKDR SCHLOUTI ON 54EET 25, EDGE f"(STOMECCEOMFOWPIrl LU ow Nxft PC No. 4 167 TE OF 20 CAGE GALVANIZED STEEL STORM PANEL ONO ST. C1, I - 20 GAGE CALVANUD STEEL STORM PANEL ORION Aw- T GLOBAL PROTECT" RI DETAIL I r7_777=1 A, STA DF PRODUCTS. U.C. ROYECTION PROKM LLC. 111LIEC0.41C PRO=ON PROMICTS. Ur- '04?L vk- ON ILSI III 4m Ew, 3, "W C 0 GLOBAL 11L1EC0,.7\ GLOBAL P wE z MISS SM, 61 VINCE! < OWAL FL 3331 20 .101"I _1=pV 3"Px3m(M2xj ALUM. ANGLE STOP "a NAI 11LIE MML IL 130'. 20 78 11 * LONG 1 20-176 -75 Alurn. ALLOY go �, I N,!46i awamc IN. W63 -ir A a, "ORN-sm? 1101041111 wi- I I DURING N. Fm ow 211 OF 30 KRONA '16V_ OF a CL SHEET NO. SH 1.2 111111111111,11161imIk"'AlkLAU1111, I -1 -, - _ � � ----" 11111111111111111 M_EN-dWWWA_-e-".i._ik_1___ ___ , . son-� ENV �1:41, 11.1,111Fw-A-Im.: i,�:,��m �; -�Iilf.; 4.7111"'W"A . " m-:-!A.i-!. - 71:1111111111:11:111CMUMT ___ m 13-1.411 ---. - - - __ 171111 Y. I 40 14-110`41 1 1 P" - -o'.,AMW.,kF,L .1miC45"ll toitow ASO. W-M - I " mr- I f -.- ,-= .-.% .04.0. -73J 70, OR UISS, 2 a/ B, I - -9-DLTE-0 . I -,.r. s-.,-,. � .05.0-75.3 .... _ - "I.- I .. * I A. .... - w t;67,49 im. .. . a .UQAU` A, OULARAF . - w PAN't 111'an't or PANEL I' 1.11A I'!' i, W�11, q In I� 1--q:,! " E w- �i *�-!'J JINJA 0;: 1-Ifff"".1111F.I: � .N-�-]:;: 4 *�;�-:Z; 0 I " I'm 711:4i, � I I' W 1: �-oI: �.: A ,:'I'M a-; R:L,iflww,W-�,'� W:t(-r-w1!p- ____ - - I:ff-:-i,.Iw1#J1,,iqf1jJ- W�ls.$;W�14,;c..-,Mml:;" : I I = "" "ID MIGN i MAXIMUM mcmm wvcm FOR E_ D. - 3 fIr . AFPLr*ALir 10 9"'04 14. AN, cohoom I 1 - !.!!, - , - PREESSURIL m1w ('..".) TAPCOHS - ! C^A_ PW41LMTK rVAOLC 40 PiodLom PLUS - - - To , i- - To O'� TO. comomm =,` TO COMM I, ft-ow 12" - MIA I 11. MIA - - - i2* __ N,o'A 12* N/A - 1, k 2, (TOP) If* 3­ 1 IQ- 1. 5, 4. 1. S�2;00o) 4 . 12* 51 I' 6. 1. _4' a, j"­). +66.0. -75.3 MIA I _.. M/A - N/A N/A 121/2- it* 2. (wiaom) . - 70* ON LESS 7. -'- - N/A 1 6112- N/A 1 1112- 1 N/A I . 1/2- MIA 3, (TOP) Ij NIA__� 12- N/A 9 1/2- N/A I 91/2- N/A - 3' (BOTTOM) ­ - 12- ­_ N/A 1 - 12- MIA 12' N/A I w N/A _ 4' ('OR) - . _ 6- I 11. 9 1/2' 12, it' 11 -I I (.T,(.) I . * LAM TO OLD p.&I. A.SA OCKM PRESSURE RAT04 A SEE SHM " FOR AACHORS TYPE A, VACM MR INSTALLATIONS Otto WOOD FRAME maom ~M Now wo� me boamum CODE ow*hm *ft omom ON THIS %OHM". me KA LESS D" some ON SOOMIL" MIDUCE Alo" mcoc OR MULTIPLYING SPACING L40M ON SCIIIEDULIE NY THE FOUAOM FACRaft. MR tm OPERATION TO BE POWMIL 01COUNED poem OBTAINED tmc fAcm SWALI NOT K LESS THAN MINIMUM SPACINC VMMTO FOR EACH aMMKIR TM AT OCHM LEGEND 'P�e- 1!41� I �"`ro­ ' 1 A010001 m � - RPM I r jiiv-, - - -'/-4** """ AL MOM VA" GA) 3 _L.��. I � 00 1-_ i_ WAMIQ aw, CA) __2-__ 3 3,/2 F3."v +_1_ 4 wAsawomm -, now vr A I -----,-I __ 3 - - - �s --f- Toi- t-Im - 1 . 31/7, I - I - I I- -1 1­1411� + REOLOWS I$., DISTANCE BETWEEN BOTTOM OF PAMEL - it/2- AND a) M K; 1/2' ku-Imag Fk.1­0 : ++ REwm Mo.. DISTANCE KTMMN Wmw or PAW, : AMC 0 To W. 31'r 3/18* I 61, Me. COMPONENTS FOR REGULAR, UEE SAFETY & E-Z HANG STORM (SCALE 1/2.1,) PANEL SYMEMS - - ­__ - ­­­ ­ I � - 15.125' (TOTAL OWW) . - __ ­ -- r- ­ - - - 2.1117' - - ,- - I - - ­-v2�5W (EFTECTNIE: MON). r . � �L � ­ - : I 2m.t � I - -.103" , - .750* - . = t4.1 I I I SGG;/.�_,- IJ?O' - I- . � _ . .. r - 6 1/4' "j ' - 1.3to, - - I.. `f 1 r2W - IJ50, ­ :, �w ! I I - I—- ---- I I 'l,1 I r- .3741-- - )Do- .1 - t, -- . ._ . Me. '25%. - " OR 6 it I/r ac I , , r - I I - ' (up w flisomm) .f, 1. �11 I - , 0. , , .2., , I " 6 �_\ 0.024' MON. two I. S� (ii, I h Is 1375* 6 , 01 � am - , I -;, +� 1.671' Wal � � t4EMmED EDGE I . , ,,� . 1 054* TYP, 2 . - - "It, I CIS' t I // ORM so wool" I . ;-- Mr 2125, 0 , - - 41i'..".) - OIETAA A 0- CAV - , - , - �� -- -------- -- �] I . 75 - __ - _j i .m --".) (1) STOM PMEL I 'I-,- - %,360* - ( r L OCT" � - I DOD* - k PANELS SMAU. K OWNED ALWAYS room LEFT TO "W W/ 1/2' tro (�� 23W - (�) -F- TRACK 0 ANGLE WITH STU AT DID AT UFT UK OF PAIWIL � , ,-, ­_ �, '.. Irr, up Ow or muit 0.024* (UM.) STEEL ,,,,, AkWL'S END LAO � .� W/ hcwwv Cow 1-1 __ - to.os* - I . , . _�__, U�3*j *.270* j /�<,.�,� "a, , � , �� , '�� I '_ � - - ?Do* - , -�---��-__L �-` , - ," * � - � ' , 3.' .fw _-, � � 4 � PANEL , .. , .� I 0 . 8 � 6215 I i 4ALVAW= 1, .. " ) 11 � I I � , , 01375 . . Ic o.m*0 i - 2_59i' 7 2.2w ,��,, , ZL-F� . ,]�.�� ,6 . �2!50 , .a,- . -- - I ,. 4vmm" - - I - r 1, ­ r-_�-�-- i,,�.- I - -, MOMETRIC VIEW DEWL A � 33�: ,::,.Iei;� . I . - l ocom� ! - ".,!,k..,Nn � 3 a I - -Ir 1 I I . ")rg Oft & I�,T; I ,2 r ROUNDED CORNER 0 ENDS OF PANEL'S I . Mk .OAS' � I , � - 1 2 3na' - END LIP W/ HEMMED EDGE. (N.T.S) L � 625' 375" L 12v 3.7bO' V?2' I 2SOO, I I , .Mir 067 ,7 0 . ( T"WP ) 1 I (�) 3 KEY HOLIE WASHER , -- v � TV. BOTTOM Ivor Of PANEL @ KEY NOIX AT PAN ACrA&J - ISC` ­ I 1 T 2,1 � ?4- - - I 0, . _160 I 12s, 1 . I I SEE SMUT I FOR ADIX11004, .813 uwArms # maw untmor- is I I', I ONLY WELIO TOM INSTALLATIONS PRO I I -4k I ­ r _j, (�) st FEW 2-lato I'M* 1 . ,37 ­1 MAX, LWMW i - -2.0w - - - I 2.0w - - 1 low ""luau I, .,or- 3750 , I.. - . i . ? 125, . .", ,"L I - 2548. - - ,.-,Is - . .Owp 0 I =)q L_ I 750' Off (�) RIEV, "N' NEADER (1) *U' NEAMR . I t I 1 - I* WH To 5* Mw ­ - g SLEEVE 1" MAX, - 2000- ___ 1 wwoz (@ ANGLE WAR (9 .J' TRACK @ PANJEL MWM !.74. � - " ­ 3.000* ii;i.._-. � . �, _100* � - . i .082' �. SO A ........ ....... EN ..% (USE ONLY (I I Z4' WIM) FOR E-Z HANG STOW PANEL � Iff .'311- 6' t.871 . _� � ,47- _[P , :-IS. ON . = - I i . .� j� t� 0 214 123' 1 I& WIN 0 0 - tN� �1? I "!Is. ..- 17".",",-, I ' 1- . ..2 SYSTEM) 6063-TO ALUM. ALLOY : 1. - - FLORIDA BUILDING CM (Non High Veloccily HuW Icans Zorn) - " : TA 1 * I.. * " It"= m N 24 GAGE GALVANIZED $YELL STORM PAW 1 , FAN ­_-­111-1 ... - I owl I m') � ' Ir.- I . 7 '-,. STATI IF 250 I , .. 9004 IN, 07/22/2m � 2.000* - � t _!_... SET SEctoOfis - I - L _ 7_ _ , 01'. - - ,� _ N . 0 MIN ; ,e _.� _ _/ _ � " MOM I I L �EC 0 �... PROTECT)ON PROWJCTS, LLC. am. .= &a. 5 SIM, - @ ikuwn-OUT 204 or (9 RUILD-OUT OF' TRACK @ k 4[R WASHERED , " , '. WINGINUT Am-=-_-.-.7-p. ,�­Owa­sn " =-I OVAL Ft, 3"ill Raw- -76411, UN, MSW)MM_RTWT 20-175 - W)60 amp" - 51 6N. TRACK ANGLE I (ZAAAAC 3 ALLOY) a- --�� _. .R. -.I.,- _; -m , I I I law a 0 flp . . - INSTALLATION INTO POURED DETAILS CONCRETE FOR REGULAR PANQ OR CONCREJE BLQCK ALIERSIATE CONCRETE (j) STRUCTURES LOCATION CONCRETE AWCHORS -.06CAM (SEE WNEDULE ON POURED '9'UZffCRETf - - M sowcom ON EXISTING POURED CONCIRM smarm 0 THROUGH 10) EXITING. a- coalcmen . SWEETS 2 THOUGH 101 OR CONCRETE $LOCK OIEOUWD. YOWTE LEG REQUIRED. �,q .., W4. _.-A.D. I =� . ­ � TION CONCRETE - "',;, (am 9CME[w Oq " rl,,.,�, 4 � - � wlrl;�','A. I'll _1'1�1�' �11 - - - - %I . No 04.0 @ __ : 4) HEAD SHEET , " 1/4* I ; -I. . - _ I - V PJLOD lw scow a 112 "4* j AM ANCHORS '11�11'111. I � __ , ,1..-qb,- its, -, - ./ " IMX. � . I CONCRETE - I __ ____ 0 ",/2- " - I . I - I ; I (SEE SCHEDULE ON I - - am -r I . I I I I ; SHEETS a TtImfouci, 10) I i I/.- E.O. "I . I (a)-- I t I I . , L Qfii:�- I I �,, .1. � i % - MOW :1 PANEL LENGTH I =1 i _ 01 - - i a , , . �, �-��,�: ...... . (9Z SCHEDULE ON ; I _ 01 . FORSE1111) � ; MIA. I ci) I I � V., : .. � .... i I ` I .1 T".7 1 ON SHEETS - �_ 0 1 11 10 I ��, � � =.= al`,) � ^ TOW TO CLASS � (SEE SCHEDULE ON I �� r below it-1.1 SPACER __ Mo.. I PAMEL LENGTH I SWEr, I " ,, wmri, I 1, MOR. I V` - ­ . - �- =-.:-,�, 11 " " ,. � (SEE SCHFOUL t -,,, ,-- . . 11 , I ; A. ; SEPARATION ! ON SHEET 3) 1 M144 ' 1 1 _], (SEE SCHEDULE =,� I � r -1 - I ON SHEET 3) TO GLASS � i i(Sa . (D I_ v 1- , 1`____'11____ "I I : SON - I 0, I -1 - I - - I ---+-- I ON SHEET 3) : OF ,L* . I (�) OF 1. I I , 1 cl) I - I 40 MAX , MAX. ` . I - - ,�,,�,, ,:� '�� �­,� I ,/,;,�: . I wx � , 113 : I � ..... �:1�4.1' SPACER _ I 0 i OF *L* 1. 12 1/2- O.C. , p �,,�111 ---I I 11� - Mo I I t. . I/ r ��L 0 I ______ 'I I I ,1`aO , i :::::z_- I 0 . ....... L _, ­ " t0l" _. , t CONCRETE AMCWOAJ EXISTING POURED ,L, '. - - (W __ "." 7 , ­7 77 SCM(.* , ". � , 14wj0wU_.E ON ". " ", -� , .777777 .1 imii�_ or, �R Z� : I CONCRETE APXHM : I ,. I I -1 (SEE SCHEDULE ON �: I. . ... ' ". J.';g,", 77. - ,, - � , IL ... I., CONCRETE . :,'. " ­ L' . L L " , SHIM = r. 1. , '! 'L , _­ L ... �' .1.� EDGE Of WALL CA SELLS � � � ", SHEETS 0 THROUGH 10) ;, '. , �g)2 qa' L04 MAW ALUMINUM SPACURS 0 O.C. FOR AWARED 1 j/4- �­ EiLLT CONWIDN) - �1, � �, POURED CONCRETE r9cmL 11, , � VALID �� ALL Oncif AND PANEL . IX* CONCRETE W.Mm BLOCK REQUIRED. EXISTING POURED CONCRETE L04ymt PER SMELT 3. OR CONCRETE BLOCK - (SEE SCHEDULE ON I .. ,;/,; -";/"; REQUIRED _C I WAX LONG ALUMINUM SPACERS 0 SHEETS # THROUGH to) ­ I -ED. . - - 1. ,� I; _ t/2' OC. (SEE TABLE #1 ON SHEETS 0 A 10.) CEILJNG Ali MOR mommNa wm,o BU"-Q-Ql MOUNTING W%,p NOUNI W49PACIERS (M OR 18 W%,g "ONNI A. Tit ............. . ..,... ,\C E ....... I FLORIDA BUILDING CODE (Mon fth volocIfy NNU Ica" Zone) :. .44167 *- -1 low ILISM W_ 24 UK GALVANIZED STEEL. STORM PAWL f.p. NOTE FOR COLONATION W-Umm; E.D. - EDGE DISTANCE * f TIT. . 2 * . TIT ��._ I .. - : f I -_ Itll. IiTnAIE 0�� -:-" , ORION 61 . W/V/nn 11111.11111ECO.Mc. PRODUCTS, LLC. \ GLOBAL PROTECTM am. (SEE SCHEDULE ON TOP & 90TTOM M"TW.S CAN BE - IT , * X, _. - .m S.. 41 CINDY SHEETS 9 & To) COMBINED IN ANY WAY TO SUIT ANY 1�41 , �4fo- 00/8, fL will IsMolm I-M.N. oaaa "*IL M4)M-760. VAII, tW)OP-M7 20-175 I WISTALLATION. III,; - -, "' llrow*X/Scwxuw/wv __ - . � .*..* I " amam ft Ch-o=s�9 11 �m A IXUI` 0. RX I -1 1 aw yt,w �M - I , I .. . 0 01 - U.- a . I I . I INSIALLATION DETAILS FOR SERIES 2000 & I 000 E-Z HANG STORM PANEL INTO EXISTING WOOD STRUCTURES - _� _t­ -� 7 1/4", LAG SCRTWS 0 so OC W/ . - - . It Ir - - 1. I - V. I , - 1 1/2 THREADITO PIDITTRATION . " - - 0 W 2'.4* MOM - - _:� '. LAG SCAMS 0 6' 0 C. *� I . I - To EAWVIG WON HEADER I . . ,)AD. � SCRIDN's 0 a' OC all . � " ; �14 - 11 I . I I I � If ASOU'RUD , I I I :/#,# /2* ba� TNKAOLD PENETRATION I ` r FLAT m l7H Too( Illy I ! i I I: - ku, r.XADM Finarrit.m. ,-, �10 pft� W`OJG HEADER . - I I. I I I 1 ) ��4 #,,,,' S.- , j - - , ­­­_7 -�,T - " - . TO 1115111,11 wow HEAD" - - I � - I I 9 [A M 01(j) , 1, � , , . � i a-, 1 � , : m ::3 . - _0C,t v 4,v, m S � ! -(Dr -A #".'* SUL$ :4 � . . I . . - , 1 , � - _�7 "I'll -t � Ify ) � - .1 � , � �,- j� � I-, 1 - A I.- . I ,, m� __ l__ 9) 1 5 � . - I � 4 C� "r .; T ]_4 � i's ,;,� , � , 014.1' $a$ , , .1 "+.,. 04 SCAM 0 51 oc w/ , � J , - 1/2' W. rMWEADED PiACRIAIKIM I 0 O. Eld) 01 @ I . t, " I I 1=20l3V* TRUSS . � 1� I � U GETA, - a I I M... J�=3/37 lP � WOOD MIAMI I , I I 1 "..4 '- mm� � . 4mr VA W%N) r � I � . I I , '6 (I.) I . �. , T J., "A I -, I I SIM OCTAL 1/2. a L�__ ""' r , 3/14' NV,l ftw 4%v 0""' III-- &us I .., ­­1 I I .1 - ,-, I 0 INDIA" or r4m 0 1 1 � , � I - " . W-0- .1 sm (wo, 0 , 11 ". " � (70) 5 I Us9whrit li� - - - p L----.@ z *1 Am T Al Ut-L'"" , :�i 7 - - __ - � ! � 11-1 - , W.,''. COU. X/._._.v. , I - . ___ - - - Isoo,"frZ I.- mo/4, I- .. /11.1 _/ - I V, - T_ __T_ � , :A;Es2wv : 2 a - § w I 0 : I Z SEPARA! m. 70 GLASS " I "". - ,/.-O 2N3 , ILL olp/S 0.513�- 1 . I I I TO GLASS ­,�(S., , 12' Oc Poic wf a ,r- n, .. � -_ 2 1/4"I'll.- I"" OVERLAP E I __ - s~ 01, i � 1� ,@ I 1-1 I 1/1=/., - 10 UA3 I,- 1/4*0­�,W g � i - SEPARATRON - ; - i _L_ t L 2 oia, U., I !�w . I yi%/ I- p I ; - =' TO O,Aw I .., .LAP I I i 1 - -- F B@ . L I : ' I -1 - 4 - -L-1 gj - ,,, i ;1 I i I 19 I , i " - I . i it i� . , I - . , ,_ . . - '�: I I ;I �' I I - i F9 .e, I ." I I; I I I - . i - " A 0 " I - ;I ; it I k7- I , . I g, - - - -, ' - I f114� r 11 I � a [ , aNiZ If 11 I I I . `* , . I I I I . . � 19 0 1 If I 1�; I 1 I '. , I ,, - , * - , IT 12 . Hoc - : J l� '. �.'. � I I 1 _��6 1 11 - -1 - � i ; � . _4 t, �__, -I � j - - � ! ] � I 11 (2^.3, -) . � , . I ...I- - � 2 1 -:; V4. m �.,�'�� (.D,, '-' � " - �, V, 41 LZMAILL v - I - � �Wll m1r 1 J- a . ... 11 I I .1-y I ,� If , I � � � ;(A -2(63/4 ". - � ,� � - -0 - 5, � 0 7/8 W, NOTAOUD I om I .1 I .w NOTI! IA (MIM) � " - . ,*KWO 12 1/2' OC IC ) 7 w/s 04.4 M. I Imm - ::: I - Nut I! I 1i I ... I - - / a* ilv!xwl�-, UAV I l 11W, END � I I, L : . Ifni , I � �­ !yv MANA, � � � I �l I .1=14.0&f%1. . Zwlld;_�. � - : I, I I ,_ l -4 I , W/ j)Vj'.J/32* P"amm PLV& wl 912, i.W.T.-n " � 4 tj,�,"�OO -1 A' SONS - Do IIAI Oft 01 -1 �, '- - . , lg�.Hr I I ou'u., I , 4/4'2b.S I , INICTIVI 0 ,� 0 1 , , . .."T I �' - I K I Og: ' i EW � "L-:17-- - I � L�/.*. OZ WRM of r O, �, -��4.0.Lm; SCRM of 6 OC af/ ", , C �1. I I THRIAM PEN(TU%N - ,;ENST .. - i , =Ikrn4,,4oLror.D I , 0 2"W A. Of -LATE 1har . 11 1/3 w,, nifitul" Two, AI OW * .. WALL.MQUEMG FLAT ON 0% CDG17 KURKATIVE 1 .. qA' Do PH At , I - " ',.' IMODD W.". ,I (OCT SCALE 114-.1- INSTA tj OultZ"CoLaaI TOT "IN - . - I . kLIrRMAT#VF I , , --- SCALE )/"-I' , i . " I - Bull D-01 , , � , R 1§1ift"UNTING NOTEL, -11 -, AL9�% 1. 06TALLATONS ARE OWY VALID TOO W`O1WGS *nW AS V DESIGN lDADS - � , �, SCALE ,/.-.!. LA 10 .66 0, -75 3 Ali( AND PANEL'S P . 47�__�� UDADTM UP, to !,-tw , - � TERNATIVE VW 1 I ,,,0g--;:­y,1!4,%AI 2 FOR NEW WOOD FWAMIE CONSTRUCTION POOD %K ITS TO K SOUTHERN e [ - .-)a" p ' III - ___ - ��/,* SCALE 1/4--l- ­�� `4 - _0' ......... PO4 ft. 2, W/ SPECIFIC DENSITY` OF "! Olt ro'ImAl .04 � "- ,-.xN..`,L�CEN4. "'�_' 1. - .. . It ".... 4 I f * ..' . FLORIDA BUILDING CODE (High Velocity Hur Dan* Zone) . x , No. 4 . , P.O. P,nm W. 11 20 GAGE GALVANIZED STEEL S70RM PANEL I Z: , !** -*j La `DRFPA��UAT top AS - - TIT EXUAH, w 1 - 11 - - - ;;�. 1 -O,*- STA 01`,C�-, - 7��_ - - - %. -P,. 7 GLOBAL PROTECTI ON PRODUCTS, = ' 0 IL ,.� .1 ___;` .n ako .... It, 01.-.,�, - A TERNAME 701 "� ) . , . , / Am S.w 11 qpw - t : �Z:z , , ,4 .. V" cm, ME�,, e -.... ­0 / - 20-176 MON & ANCHOR LOCATMON . Ulu ",,Z�10'� � -I=- -,--,Crm ,momir t 1 Som CA0, BE L'Ok*W" - 't. - "ma-MYSI-41. fr(wKsm"Is, ___. .`�� AM - .-I L t Z WAI to a- Aw, NITTALLATION, - - .... I ­__1 11 - I SCALE. I .. .. /4 . 1 N. -OOM.W am . I UW� � - I uZ DR-0� . NOTE sw_ _1 1-1 -1 A= 'Tul 41. FIX ' i - - . ,H­ . . I 1 - ;;; . .;;I A W '__"--'m - �71 = M � - ; I I - . I I � IRTIN TRAMS (b Oft ED, - MAXIMUM PANEL LENGTH "L+* OR "L- " (ft.) 0 600"Alm A.&D, DES" PRESSURE PAY" (P+.If.) (* Of ­ , CONCRETE a wow INSTALLATIONS t ­j;;7-1- ­L� - no 121-0* 121-01 -iii- .- - i _z_ 10--t- � - lii-0 - 11�0- 310 - _2!��_ for-1- ___W�_ go'-d- __��.v 9--iF­ -k4:-- _____!Wo Sao-- ___ - sa . a ..-- - ___i�_;7­ --- ­ - 8 . --r - -ir-4.7- - - ;;-_,D�_ . - - __!!�o� - - . PLO ___ ,0.3- I 11 ­­ _. 11-0. r-411 ,.---. 1._71 ______ r-4, _­_­ �1_0 _____-_­­_'- 71xv ­. . . ;;�w __ __ , __ __ - - 1. ---. Sao r-S, - �� w-101- ir-r ­__ .. --i-- ,-O. _F�� -_ - I - ___ I ___ - ­n?- ­ ­­ Oda ­! --- i�- ­# ------- - - - ' 6�9' '-i7--- - ,.--r'-, - C-0, ­ ­ -.;- OG:if___ ­ 67-i"", t-J�i-ln-1 _L i . -T-IT; - .---,- �� j1*-a' ­.- tolo - __ 1h; 1-��!,ifl,wj�z � :��lmli-1;09,�-1,�lwo�)NWE�tLw-a �-;I�14"mli-i.l:l"lw,lml.!-I.mA�l.� MAXIMUM PANEL LENGTH *L+" OR *L-" (ft.) 0 MAXIMUM KID. DESIGN PRESSU RATING 1PA".) I- CONCRETE or WOOD *WkAAT*4 t no 141-61 - ?j'_O* 25.0 0:1-90, __ 111-r jao ?0'-?- __ J3.0 __!�-!�_ #'-a' --.-#Q'-10* AGO I..4. 01-jr, - ___4!�0_.__.__.__t__!� 50.0 ---- I.-,. - - !L?�__ 81-r __ ___ ____ no W.0 - _ 8--r ----.- ?.-r - i--v- jr--�� - --?*-V-*- ­.- 71-5* __ dio­ 711TO -*,.-2. __ ­ a*_11, no � - 6--s- - W.0 __L-:n_ r.,. __ 61-31 me 7-0. - ;7--J-- _;wo____7-_i;­_ 6--r_ __ __!!_0._._.__ 19120 -!:-r- 11,-J, __!:__K'_ 51-7* __ 1010 61-31 S'_4' N - - ?too I - .-G, - 1. 1. MWJR" SEPARAITIDN TO GLASS SCHEDULE MAYNALIM PANEL LOOM -_ - ---,-- WIND SPEED 4 170 ..O" - I WIND SPEED . 170 .P.0 (n) VWMWMM EEA RMMW*D UMMSTROXVI RESTRAINEO 30 OR LESS I' '. 6' 6 I/ , _____._ ,3$ 70 60 I. '. 7 t/2- 7 1/2- ,90 TO 16% 1. I. 7 1/2- 1 �145 10 I I. - 1. I - U11MIUI iU PAUrf I rMITM (InI MR A G4VFM UOUKTIM0 CONW101M - - Rm +2/4 1/4, 3/4, 4/5. 5/5 & 6/5 ANCHoss = SCHEDULE ON IW/6. 2W/G. 3W/7 k 4W/7 W _3* wx__ . ­ SHEETS 9. 10 *11) -_ -_ - - 31 MoLo-1 I* ON, , - __ __ - � ,�__ _____ _____ �� -..." * a . D-M­0,(�), 4 - . , T7-,7- Tf r r -I - � - - - r 'i - - - r- - r -�L� I I __ -1--1 I I ­ ! I (9), @ -, 9 - - -I '-T-'T- I'] . . ..... r__. ''F ) ! 11 1 1 1 7� , - L ... ­ "' L "L i i, _ I 1 � I 1 1 11 ,I I .. I I i I I I I I ,I [... .I .1 '� , I 11 .. I - j­ -- - " -1 I'll i I . I J_ L , �_l f I l'i , !_ I I - , 1, ! I ,IV - , I I I , I i i - Ll _� J_ _[114�1 � ;, I 1 1 1 I � - I I i 14.4 I. � I - I I I BIXTED PAWLS -20. I (SEE SE 1 CTIONS AS i I - I f i I I ts. Ms DOLT IN*// d"O Ek OVERLAP Ll 1 1 (SEIE SECTIONS AS APPUCABLE) I I ') I I i i I ; i I 11 � I I , I , ' I ! 11 ; 1 1 ] i i I i � I ! T I , , . a f , ! i I 1 1 r I ! 1 1 1 � i I . . I . ! i � I I I i i j 1 1, i I ! I � 1 i I i 1 1 - I i ! � I � 1 � I � I I , i i I D.M..q), G). - , i .1 - -1-.i - LL LI 11 ,, . - _11-1 - - - -9i 11*1 , IS I . � 4�. � I i , 2 � - i 9- - ��l i _ ' WAX I I . @ .'g . L I. ., _� [* �/, �_ __ - _ J. MR, � 114, 3/4. 4/5, 5/5 k 6/5 1 i � 1*110IIIIII, 2W/6, 3W/7 III: 4W/7 '_ ''I ... I __.­ - ­ANCHCAS (SEE SC44VAL ON SHEETS 0. 10 kll� I . _� Lnl ELEVATO ,/A- 1k. GAP 2A871 WAS, -_ a OWN. 04" -1 VIL11S VAU" .1 � - ..... ............................. �� DIRECT .1. .1. I,S'xI.S* STUO .F. "A`P� Y' 'MCA 44OLE 'r TRACK I "U"O"OU, mow HEADER HEAVEN ANGLE - Ello�� � ,.,= I,= - - I DIRECT MOUNT 46* 32, '. '. w so, I 1. ' 1. I ANGLE w 1. 32* '. -42' 42, 39- 1 20' - (D -r MAX -,- Ir - _W_­_;�_ __ _ __ ___;27__ __ I.- 67' - --.-- go- I w. I ANGLE m 9 A= 50, 32" � 1. Se. I w '. _ 50. I -_ W? SK ammm I-w-F-1 12 . ----,�l 30- T j IMD' '. I UP _T_ I - '10 10 N.T.S. (I) L.: MAXIMUM NAOMWE PANEL LENGTH MR A 014101 POSITIVE ALS M DESIGN LOW. L­ AREA ALLOWtAt PAINEL UWTIM FOR A BARN NUAINE ASO. DESIGN LOAD (2) PROCEDURE TO WVWC MA)1M1JM PANEL LDODft as" A POSITIVE 0,101 on" IAADL DETERMINE MA%N" PANEL Loom ILL., ntom SCHEDULE. OMEN A NOWIVE A.SLD. DESIGN I=. Dr"Mt WAMLIM PANEL LENGTH 'L-' POW SO"Al FINAL MAXIMUM ALLO"M PANEL L091FTH IS EQUAL TO TWE ilOWN Orrg"" PANEL LON" BETWEEN 'Llf, Am 'I-". (3) SEE SCHEDULE RIDAN MR MIN PANEL LENOT" FOR POROSITY OWAILIFICATION � POIJAILIATIC04 INTO 0000 ARE LANTED, M , #5 F,tf MAX ALSO. DESIGN PRE RE RATING "ar AMW . ~ 4. to ar I I MR MAX, A.$.D. DESIGN LOAN & WAX PAM LEMONS FDA I * ., I : : . 1. . � 0�" . . . " .44167 . I : z * : * TATE OF � ** : 7��. 117 .. * 47 > - I _� ORI 11 ., "-w I ... i . 6, " -���t-�, 6 am ?tam ONE, �� � M E C 0 I - .. m--�.--�.".. - paman--.=.�r­- CA�mite ULTO A NO O.. PC PARM 24 UK GALVANIZED STEEL STORM PANEL ir.p. owm w GLOBAL PROTEMON PRODUCTS. I.I.C. � "I 41 SIRW OVAL ". 3"I. PICK ($N)M-?&W FAL CM)MII-IM W/p/on 04TE 20-175 �ft m- � 1 - - wor 1­1 1 - ­­ F=9 -.' 1 1 - I SMUT 3 OF of _ --- -_ INSTALLATION DETAILS FOR REGULAR PANEL 1) INTO WOOD STRUCTURES - 1, - ... � --'-,! � I I . I - W,-. � ___...r.­ . - '. I . , I I I , � 7 " , , . . I , _---�- 1 � � . . � -z- -, - -­ 1; � � _ SEFEARATION I 01 I `� -.1 . VOID ANCHORS . I � (S TO GLAS& I I �. I � It SCHEDULE *, _z`E;sT) I I DULL ON . - I . itl 30 wiv.-solt. 1, " I " MAP skm I ON SHEET 3) : V. I �. I �1 &W , 11" . I , 4,/4-6. 1 �__ .._ � . " ii! : , �. - ---,A- ,L . ­ - , , 1, ; 7;�! � " " . , , I I 1 = .rl-n .. - � , I . . .. I v MaP. , . . 1, �, , , I I PANEL LENGTH " I r I . L ___I - � 10 . 12) � , I WOOD ANCHORS = . � _ , , I � - I (SEE scmirmu I I I I 16, I (sm SCHEDULE ON , - - - �t : I I ­ - I . _k �' - , 1/4* . I . � V^ .. � ­ 4_ ON SWEET I L FOR I I - I 0 SWEET 11) '0 . 1a) Soo, SPACER 0 .. k "� - I - Woo. I O: . � - I � , OF *t* � L , 777 , I . � � I I . � : ! 11AX , . �' r - I I 01000 Im , . a i , - I r .. 1 2" REQUIRED EA, � � I , 2 ., E . . .1 , I , ! I � . . I 1, : San � I - � �!'%f � I �� I � I I I , I 1. �, I I I f i : � q') ED � .. L, I ; I . - I I I � i I I i - . - I . - I I � � I I W MAW LONG ALUWW,jm ip 0 I 2 1/2 : . - - I I i I OC (SEE TABLE #I ON sfw 11) - OF. I ; I i � SEE mm - BELOW TO LWAT04 FOR I I 01 SEPARATION 1, "' � � � 1 1/2' LOW, SLEIEIES. V MAX I : � I 10 CLASS, - I PANEL LEKN , J­C SEt SCHFOUIF PANEL LENGTH I I i (SEE SCHIPOLAF ... I (SEF SCHEDULE . I I an S"m 3) ON SHEET 3) 1 , I ON SKEET 3) . I I - PANEL MATE FEMALE 10 OR PANEL MATE i I . , I , � PLUS (SCE SCHEDULE ON SI(C 11) . , I'M-A I , ,,ii It 11 � 11 ! A, M.. I � : I I � � =mp EXt9FNEG 0:0 : E:Xwm-" ,,�., SEPARATION i 2".4' WOW I - -1 [, � - -, � GLASS To = PLATE WOURED GLASS 4 -0., - 1 1 ; .C1 � � I � I ON SHEET 3) 1 DIRECT MOUNT W1 SPkICER a I- . . __ _� -I I * I - I , ALTERMTIVE 2W I - : �. 1,4 SCALE 3/a. , I 1 Flu, F-11 I '(1) r , - . if I i solt ____JI 0 12 112- OX� SEE TABLE ON SHEET I I FOR MAX. PANEL LENGTHS At I I JL ma All DESIGN LOADS FOR THIS INSTALLATION. I or . L . � - � . 1: I I .0 - Ca �: I , - � i M . 15 4 - - � , , � ; I m 79 0 12 1/2' QC i - � � - , =-1 . I � , - I .------. � I -, .. I -------..- -_ -_ � _ --- - _.______ Eh � , I r� , , I **a=. i ! __ I, � _­Rw=*� . .� WOOD ANCHORS - I I I . �I - StAGGIERIED W/ STUD i t k�i I .. . ,- - __ - - VAM &A Low w I Iff IM lll� f " ,___L__�_ t :�� �, � - (SEE SCHEDULE ON - ------- , I ! � I I; I ,� t I � SKEET I 1) I (1) WStMLO" 6 LUMD TO A 09 SUM KO.DM WM OW-W . I I . � _w I *wm WAk Mow am HMO (TWO a A mznwmu noom MIN � � , 2-.4- WOOD '� ' ' � 4, 1 1 , , &AMA ~ OJWADCLV 14MCNIED 010 SHIM 11). I PLATE IREOUIRE6 I ! � . I _, � "Do ANCHM to 60"70 . I . � WOOO . �' STAGGERED W1 STU I ;, -SMW -3 - - , UO 0, ]. '111 ji�;; mtzzazox ; I I SCHEDULE ON As %,1.w.mpw1.U1AW1A1 . ,.. �: j ,� , REQLORED =".rx,:) =ovmp�io "'ON, ! LORD Ue � (IS41al., � i I 1) I ODWPLO Who (THIS 0 A KSIWM FROW, It t/2' OZ. Suceal ALL To � , t I I I I f I (1) wxvm ASO 09$M FIRAOR I S-W 4 , I i I - RATING 6 -ft -0 P-1. (3) MAIL 24 SAGE PANEL UMM 4 WWMD 10 N' AT ART OPPM . i � I I I I COME 8 - MS"WWN PNO LAMM FOU LDWM MLOM ON i I -1 �. . ! - - � � ��� -.1 (3) 6OXAIA WOW -VU LDIPH 6 WALL M MOUNI 804DUSE, am ") I n. dIREa 2W I I I i WUNA (4) I 41r I= VAM WRONM NIA INALL K 4 MCM ON I WALL WOUtMING ! (3) SIM 11001. OWMAMM 6 ofty I SCALE 3/8-l' SWAY L Mt4A.QM OF. 12 :a UM WPM 04 ITS OLT MID AM EMM WOOD "WA WALL I I'M AM we ..... 3 As - o" - JW ALTERNA,nVE i ! I C-11" "a 102a ", CNRC or i SCALE 3/8.1' i (4) OSOMAIM WMAD OCT FDA WOO ! ,L,.Msvmbw Im THE P.amm am I I um 1. 3 6.1 on AM I I ,IIS�, i i ; � - - - _____ - i .A. , 4 --'-- __- ­ ­ - L -------, ..� - XCEIIII .... NOTES, . 'Eiv ..... xr 1. %. FLOW" A BUILDING CODE (Mon Ifigh Velocity Hut cans Zone) bMTEJO COMBINATION OF SECTIIONS: I INSTALLATION ARE ONLY VALID FOR MAX. ASO, : vp .* No. 44167 " i OEM rILIROD, Pit, 24 04E GALVANIZED STEEL STORM PANEL DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS I I - WAM V! TIT : TOP k BOTTOM MOUNTNOS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - i * .*- _ r- _rE C _�Omc. "'li, MOM PROTECTION PRODUCTS, I.I.C. "'"" COVENNED IN ANY WAY TO SUIT ANY ALTERNATE 2w') 1 _'... STATE ' . ' -- / 7i = - WE INSTALLATION. % ,q .m Sm. 5 STOW . ORID 1 2. FOR NEW WOOD FRAME COKWRUCTfON: WOOD ...... P'Rei: (, PAWL In. 3111. 94W 69 Cinc ��; ��W__, ."N" )ema-mma, m. Epootaw-als? 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPE _., . DW~ . I DENS17Y OF 0.55 OR EQUAL. CA " ..O� i Oft i - . 1 Aupw I AM =1 r-".wvk--- , I - I". 15=9 I I I � __ I ______ --.-- -.- GENERAL N a (C) 19.JLmftQ_w"_JAqq_2wx Gmtm,a�.A.51L,Mlft.� ?Oft!!I�Mlft�MM Aflit�� wo"CAAFIES I (P L 0.) WAS KEN VrOW" FOR COMPLIANCE IN ACCORDANCE - 1/4-0 TAPCON ANCHORS, AS AMANNACIURIED BY I 110 OUILOEX. INC WITH THE 2020 (7U, EDITION) Of INC FLORIDA BUILDING CODE. THIS S700M PAWL SMALL NOT K ENSTALIn AT HICK - #14-10 PANELMATE FIDAMS to Mo PAMELMAITE PLUS ANCHIORTS. AS MANUFACTURED By ELCO COMSITIUCTKW PRODUCTS. VELOCITY HURRICANE ZONES (MMAR-CIAPE / OROWARD COUNUS), - 1/4-0 LAC SCREAS PER kOS, DESIGN WRIVID LOADS SHALL K DETTRMPWO AS PER SECTION t04 OF III ABOVE 60"ONED CODE FOR A BANC WIND - 7/16'0 . 5/6* WOW PUSHING. AS DISTRIBUTED IFT ALI POW SCREW, BOLT & SPECIALTY CO SPEED AS REQUIRED BY THE JVPrDCT*N WHERE STORM PAKL OLI BE INSAIIED. AM FOR A DRECITONAUTY FACTOR KCM,065. USING ASCA T-16 AM SHALL 40 EXCEED THE MAXIMUM (A,$D) DESC14 PRESSURE RATINGS INDICATED ON SHLI C 1) WNWJU THREADED PENETRATION INTO WOOD OF TAPCOM ANCHORS SMALL BE 1 l,'2* AMID 2' " FLCIO PAIFELAMUt PLUS 3. 9 IWRIJ 12 A 17, IM AND PANCIUMALL FEMALE IV IN ORDER 19 VERINIV, INC ABOVE CONDET", ULTIMATE DESIGN 101110 LOADS DETERMINED PER ASCIE 7-1111 SMALL K FIRST REDUCED TO ASO DES" PRESSURE RAYING BY MULTIPLYING. THEM BY 04 IN ORDER TO COMPARE 74M *1 mm (ASO) C 1) MINIMUM NOTAM PENETRATION Of LAC SCRIIIN, IWO THE WOW rRAME UNIT SMALL BE 1 1/2' NO THIREADED DESIGN PRESSURE RATINGs vacuitO ON swris 3, 9 Nft 12 A Ill. IS PENETRATION INTO STUCCO SHALL BE CONISIDEFED AS PART OF NE REQUIRED "LAM PENETRATION IN ORDER To VERIFY THAT ANCHORS ON IWS P ED AS TESTED WERE N07 OVER STRIMSED, A J%3% INCIFNASk IN ALI OWAS * STRESS TOM Mt* LOADS WAS = USED IN THEIR ANALYSIS. FASYLNERS SPACMU TO WOOD HAL KEN DETERMINED IN C. 3) WINOMW EDGE DISTAKE OF LAC SCRM. WM INDOD SMALL 21 AS IMONCILTED IN 1141S CRAWING ACCORDANCE With N.D.A. 20%$ S?oem PANEL'S ADEOURCir Top avArl AND vmNO RESISTANCE "As BEEN VERIFIED IN ACCORDANCE *1T)q SECTION 1609.1.2 OF C 4) MINIMUM PENETRATION OF WOOD OUSHING SMILE. K $/S* 114" 0 .20 SCREW% USED SMALL K I 1/7* LORD hm1awfa THE ABOVF WENT"ED CODE AS PER AMERICAN TEST LAS OF SMITH FLORIDA REPORTS JW14 01 -01 AND 00219 02-02, AS SHOLKII SWC0 EXIST, AND 1* MINIMUM TOO WALLS WITH NO STIACW I ASTSI C JL30-02 STANDARDS. AND AMERICAN TIESTING LAK SWIM FLORIDA REPURI #t173, I- 0 AS PER TAS-201 AND TAS- ?O3 PROTOCOLS. AM AS PER CALCULATORS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF nit C 5) IN CASE. NAT PRECAST STOW, UP PMAW CONCRETE PANELS. STUCCO OR WOOD BOARDS K FOUND ON T"E EXISTING FIORICA BUILDING CODE AMLI, ANCHORS SHALL BE LONG UM014 TO REACH THE MAIN STRILCTURE BEHIND SUCH PANELS ANCMOFUkCf SHALL BE AS MENTIONED IN C 1). C2) A, C.4) 2, ALL ALUMINUM FXTRUSIONS 10 BE 6%3-76 ALLOY AND LIMPER (uNLESb OTWEROSE NOTED) W SIM 2 (D) ANCHORS SMALL BE INSTALLED FOLLOWANG ALI OF THE REC;GWil4DATItWS AND SPEC*WA11DNS ()I THIF AW.HOIRS MAMUFACIUPAR 3 ALL ALUMINUM PIEE7 MICIAL USID At 00SUNkS SHALL HAVE 3100-1114 ALLOY 8 PANELS MAY At.SO BE tHISTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS $MOVIN ON SECIION I THROUGH 6 (SHEETS 4 a Alt STEEL SMFCT METAL PANELS SMALL HAVE STRUCTURAL QUALM STEU. ASTM A-653 GRADE 50 MINIMUM, G-60 GALVANIZED NROUGH S) EXCEFI� NAT HEADCRSQ k(p SMALL. NOT K USED STEEL DESIGNATION W/FY- 922 kO (AFTER ROI.LED) 9. FT SMALL BE Nt RESPONSIBILITY OF IVAE CONTRACTOR TO VEFKrT` THE SOUNDNESS Or THE STRUCTURE WHERE: SKUTTEA 155 TO K !: ALL sepows to BE srARAEss srm. 3o. OR 316 QS1 SERIES OR COORDSION RMSYAmr COATI CARBON STEEL As PER VIM WATTAIC "LD 70 ENSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED to CONCRETE BLOCK OR WOOD PRAW JZ 500�113W/ W kvi VICILI STAIENCTIN AND go kni TENSILE STREWN AND SMALL COMPLY W/ I'LORIDA BUILDING (XIDE SECTION 2.1 .1.4 IO EACH REGULAR STORM PANE *(T,- LENGTHS OVER 90', AS PER $ECTIONIS,kk A. 5. 6 Mo ALTERNATIVES ilf' 3W of 4011 ON SHEETS 4. 5. 6 At 7 RESPECTIVELY; SHALL HAVE A LECW, AND READILY MAFIXIMG INSMCYW 0~ 99 I'DOW TO 6 BOLTS TO BE ASTM A- �97 GALVANIZED WELL. Olt AGI 304 SERIES STA04155 S7EFL WIN 36 k. WMIMUW TIEW STRE)IGTH SECURE PAW, S WIN APPLKAB11 RIEWORCEMCATT DURING FCRKM OF HURRICANE WARN" 7 ANCHORS 10 WALL SNALL BE AS FWOWS 11. IWIL INSTALLATION CONTRACTOR IS to SLAL/CAULK ALL SWEERILR COMPONENT E04XS WHICH REMAIN IN CONTINLKAA CONIACI Wnh THE WELDING TO PREVENT WIND/AVA INTRUS)ON (A) mrAmrj&,I?Qm_v9w= - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY IT.*. RUILDEX. INIC (Min V-1192 P..,,f 12 STORM PIANIEL INSTALLATION SNALL COMPLY INTIN SPECS *WICATED IN 141% DRAVANG PLUS ANY MALOING AND 1OKNG RtGVLAIIOft% - I/4:.e.x,f/ -14 ANCHORS. AS MAINUFACIURED By 06"t INC PROVIDED BY THE JURISDICTION WERE PERMIT IS APPILWO TO CALK - t 4 .!' / / SOUD-Srl ANCHORS. AS VfSTF%OUWD ITT ALI POINT qCRr*, BOLT At SPECIALTY CO (w. r*,.-.Vw P.&L) IJ (a) nas P44WXT CVALUARoh DOCUMENT (FED) PREPARED Orr THIS ENGINEER IS GENERIC AMC DOES HOT PRMADE NFORMATM MR A SITE SPECIFIC PROJECT, - WHERE THE SIM CONDITIONS EEWTE FROM THE PED, - #14 . 10 PARELMATE FEVAE 10 SE PANEUIATE PLUS ANCHORS. AS MANUFACTURED V ILCO CONSIRUCTNIN PRODUCTS - 1/4-6 1AMAC NNUIN ANCHORS, AS MANUFACTURED BY PIEWAL.I. INC (b) CONTRACTOR TO BE RESPONSISEE FOR THE SELECTION, PURCHMSC AND INSTALLATION INCLUDING LJv-E SArM Or THIS PRODUCT A 1) MINIMUM EWEIEDMW 13F IAACON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4% 2- FOR ELCO PAMELIAAtE AND MUG ON NIS RED PROVIDED HE/SWE DDES NOT DEMME FROM N1 CONOCTIONIE OE1AJLCO ON THIS D[XUmfNIr CONSTRUCTION SAFEI� At SITE IS THE CONTRACTOR'S RESPONSIRLITY' , '/a- FOR ZAhMC "MUN ANC1401115 (C) THIS PROOK'T rNMILUATION DOCUMENT VALL K COWSInFKD MAUD If MODIFIED A.2) CAO-IN 6 SOUD-%E7 ANCIICIRS SMALL Of PASEUM 1/6� INIO THE PMWJ) CONCRITTF ME) EMBEDMENT INTO STUCCO SHAELL K KRUITTED 1/4* 0-20 SCREWS USED SMALL K 1 1/2" LONG MINIMUM SHOULD STUCCO EXISI, (4) SITE SPIECWK PROJECTS SHALL Of PREPARED I" A F1 DRIDA OEGISITRIED 04INCEIR OR ARCHITECT WMICLI WIU. REWMt 7ME AMD I" MINIMUM FOR WALLS WON NO STUCCO. AND MAY VIE HEADED SCIfir" 00 ALL THREADED SCRL*S */O HEAD, ENGINEER Or RECORD (EO,R) FOR TWE PAOJEC? AND WHO WILL BE RESPONSIBLE FOR THE aVI WITH WNC NUTS PROPER USE OF THE Of 0 ENGWEEP OF RECORD. ACTING AS A DELEGATED F"NEFR 70 tw PEO ImCLEA, SHALL sulmor To *ws LATTER THE SITE spfcwic oftwomas FOR arvit.w. XS) IN CASE I MAT PRECAST STOW . PRFC&',Y CONCRETE PANELS, PAVERS, STUCCO Olt WOOD OCLAIWIS BE FOUND LIN THE EXISTING WALL OR FLOOR. AKWORS �NAIA BE LONG 04OUrAl To REACH TMIE WIN STRUCTURr OPOND SUC14 PANELS I.) Nil P ED SMALL SEAM tK DATE AND ORNANAL SEAL AND SIGNATURE Of THE PROF ESSIONAA ANCHORAGE SMALL Of AS UENIWHEO IN M) " IN A.2). ENGINEER OF RECORD THAT PREPARED IT (8) TC_LXI.VfjNG L$kKFJM_jWQM_#" ASTII"7jW 16 SHUTTER MA#WfACTURERTS LABEL SHALL BE LOCATO ON A READILY WALL LOCATION AT STORM PA.1L SHUTTER IN ACCORDANCE VAN SECTION 1709.9 2 Of TLORIDA BUILDING CODE ONE LABEL - 1/4- 9 TAPCON ANCHORS AS MANUFACTURED BY I I of RUIRDEX. INC SMALL K PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 1701111111 Or THE - I /,v * , 1/9* CALK -IN ANCHORS. AS MANUFACTURED NY DEWALA. INC FLORIDA OUILDINC CODE - K , /4' SOUD-SE1 ANCHORS. AS 061ROJTM BY ALL POINT SCAM. 8011 & SPECIALTY CO _ ;/ 1:"o 10 �AN[LoAn FCIJA1 0 Alto PANCLUATE PLUS ANCHORS. AS MANUIFACTIRIC0 " [Lcc "D"s1IN"`7X,,-,,, R1111" : - 1/4 0 ZAMAC JUN ANCHORS. AS WENALIFACtEARED BY DENALI. INC ��A: ....... .. ... ...'.. .. . . No EMOLOMEN AAAAC 'UN, ANCHOk .. .. 0 I) WWMU . I OF TAPCON ANCHORS. ELCO PANIELMATES AND Z NEI \yCE . . FLORIDA BUILDING CODE (Non Ngh Valocitz HUT cans Zono)l aLncm UNIT SHALL BE I 1/4' - .. . 9.�) CALM -IN 4, SOUD-SET ANCWOR5 SMALL BE EMBEDDED 71r INTO THE COWRIETY 8100:U�Nlf -'_, " WOW* 'Wimm. w 24 CAM GALVANIZED STEEL STORM FAKIL 11. , Efr, 4644 7 1. afteo, 1`1 S.: 0 to , ___ STUCCO .SMALL BE PERMITTED. i/4* *-20 SCACIVS USED SmALL. K 1 1/26 LONG 10041% LO , ST, TIT \ a,/I,/"" mi r4i_1.1 _�, PRODUCTS. I.I.C. .1. ` MNARfW MR WALLS *TY4 40 STUCCO, .. . AND - STATE GLOBAL PROTECtION . -1 . D"'t I IL EC0,06 � � met 5.0 51 vow 9_1l) 1-4 CASE THAT PRECAST IlTONE. OR PRECAST CONCRETE PAWLS. STUCCO OR 111000 BOARDS BE TO- fZORi ,.- " _/-_Z� =.W. = J ww-49"mwarr.-I 0001. F6 =11M.Hfft" 20-175 EXISTING WALL. ANCHORS SHALL K LONG ENOUGH TO REACH THE ANN 5TRUCIURE BEHIND SUCH & - ow an -I NOWL OW)ON�164 -� Ffts,NA 1; -.-,- , - ......."_ ORWANS . AhCHORAGE SHALL BE AS MENTIONED IN S. 1) AND !N 0 2) Of-amm)ID !m.1 Am AW '"1111j,�,_,'+0111" im. 1E - 1 `!�=!Llm t-.!tz � . - If". . - I ! 'Utn' I ft to ______ I I I INSTALLATION INTO POURED CONCRETE DETAILS FOR REGULAR PANEL CONCRETE OR CONCRETE BLOCK I DISTING POURED CONCRETE d) STRUCTURES .,= I '=D OCR 00 CONCRETE BLOCK - ; , , , IT(QUArr , 11, RED UPLIVID , "' '. REQUIRED ��, �7�,$ CON;Rrr1 ANCHORS �- " "' COMMETE ANCHORS I - _'.. �, ' , 11� I I I � 11 (SEE SCHEDULE ON 1: "It SHEETS 0 tMR0WwM �, - � 'I, (SEE SCHEOULE ON ,;4", . SHEETS 9 THROUGH 10) "'I , - civ C � Evsnw. POURED CONCRETE OR �Al I , � I r � , CoNICRM BLOQ% (5) � � 111�1", V, ;9� . _ -1 , ,/2_ , f 1, , 1/2 ,1/4' �_ ; REQUIRED I I ..c .%­--:aj�'. I " " I I , Ihm, � . . . . . CONCRETE ANCMM 1 �;. L;� I " - I �,,-�.� -"�;� 11 , I �11 , = SCHEDULE ON r - wit. I L ", E.iD , � I I .1 ��. �,;."!,:%.-1'1. I ' ,­'. , I - I . , � - � . V0 I I ; (D . ,,;�,, I I ,h O!" Eq , : cl, I : I ; : I �1111..,,, .. : I i::: I I . I 1. 11 q...-mi. ( iv,l; -f­_ r - -1 k 111� ___, I IL --- -11 . ,4­­ ­--] � ,�.-.!�.q 1 ": ", E.D. , , ,,'� . I I I I I SrPARAJIDN �. __ to GLASSS w . f 1 am MR Man SEPARATION , TO I FOP AND, i - Uam POW 7-4) - ****** " . . . . . . . . *** ,�. ! � !��,,. I I rxwm!q..� (SEE SCw MILE um. am I-r) *L* Vdl� (SEE SX&I : �' � , i�1111111111111 11 � I .... , CLASS I � 'WEET 3) : 1 PANEL LENIGN : ON SMw 3) I � I I , I (SEE SCV41DULE if : ,L* M_ IW SEPARATION I TO GLASS V Mo.. I I 1, I ON SHEET 3) I I I a PANITI LENGTH -I (SEE SCHEDULE PANEL LENGTH (Sir SCHEDULE i CONCRETE ANCHORS (SEE SC vll MEDULE ON I (SEE WHEOUIX IT 41 I ON SHEET 3) ! IN Star !� . I . - I - ON SHEET 3) SHEETS 9 tHROUGM 101 I - -ci I m ;,.-.- . : - . "J�':'X'1�,;r�,� box. ! OF 1 i . Of M."Jo , msnNQ4 i :.`[� ; - , 1_��, `� ""', ,� :�:�: , ��,,�-.` 0 I mm I "..- 1. ! SOII , , , I OF 'v GLASS I ,A I Cl) ED ,1 - 1\1 �,, - - , , I 3 F�wn *r. , ,,,"","',�,,l I MAX � `1�1'1' ,,,,, "", � ";", 7 �* 1 ,, I � � 0 i I ,�,,,�".",��,`-,",, I i �� ` �� ',,,'�', � ,:-��;, , I , I , ,, "' E.D. I , kt; I � I I j t I , I I " , I ! E.0, � ��,'., """: o', ... E.G. ,,�� �rr� .... i , ,�,; ,; ,; "', , �. . I I � ,.", �.,,, @ I ­­ � ;. " ; I 17 I I 5 I � . .11 4 I - EXISTING POURED- . "I ',�,,�) 12 I/r OL, of CONCRETE OR W, I I (AS APPLICABLE) , .." , - -, . . . - I � . "' t 1.1, � @ - .[, ;g�.,- mix we" � . K%Co nx $Mo Go e_-11 `AR 0`11 "'.."> CONCRETE BLOCK I .= REQUIRED * , CONCRETE ANCHORS .. 'I I (SEE SCHEDULE ON : I : ..) I � - - ' - vo- " is. .0 W/ fo- I/ if ,/r " 0 "' 11" I spalls 9 THROUGH ; , 10, - 1� I ALIERIMIT i�Idi__ - I. M1, - 1�`11 -11 V , To ONLY W4N SOA -1. WoRs - LEG LOCATION � � � " I ( -�) ARE ATES _: PAMELAf.t -/A - IDUSONG POURED CONCRETE an CONCRETE 111LOCK ALTERMATIL CONCRETE - m CONCRETE _ mcow=LOCK CONCRETE ANCHORS � ARE USED. REQUIRED- ANCHORS REQUIRED STAGGERED M/ " (SEE SCHEDULE ON (SEE SCHEDULE ON S"CETs q THROUGH 10) swwm 9 THROUGH 10) BUILn-gul MPLINTING mam,j No 4wm SCALE 3/8-1- WALL MOU [a m 9100 SCALE 3/8-1, '1111101 I A. ...... .... .. ... ......... . . . . . . FLORIDA BUILDING CODE (Mon High Velocity Nu cans Zons)j Lo. - EDGE DISTANCE 1201111-Ew-gammma . . .1 0. 44167 '* = C*: * z t * .*I 3 --'- STATE 0�: _l�% 7 2 -7., �_�77 ow TILROO, Wit 24 GAGE ILIECOome GLOBAL. ': � GALVANIZED STEEL STORM PANEL PROTECTION PRODUCTS. LLC. - ORMAN 0V "/V/" bm (SEE SCHEDULE ON TOP a BOTTOM MOUNTINGS CAN BE .� ... � I'! vl:�__ ' kg` t10RI0Ik.--** 4m sw� $I STOW beat, r, 3W. -_ SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY I - - . , ly"(20 1W ­_,Wo 4 we - r Oft an-fe%rg�; "� co.)�lbw - (M.)M-wu 20-175 INSTALLATION I - - - - -.1 - Ims OK-M ft I r I I 'I1jIEpWOfAT,oM,,,TA,t ,0W C-Ommom A , WALT1111 klmr .. 'L FLONSIA , . 67 ; i - - I" ! 1 I 1; i 1 94M 4 IF 10 INSTALLABON DETAILS FOR REGULAR PANEL (1) INTO WOO ­ 1�11­ - - � , , I . . I , . I ALTIDINAR LED 4-W (Win.) EXISTING WOQD-- .�- - I I I ': I - � � - ,_ '. � - -1 ­-EDECATIo, KAM REDUIRED STFILT111RAL . � L I I : _,i ADEQUACY Of EXWWQ I _ ' 9" I I I � - " �­ 0 SEW TO BE C=D I � � " ENG#W OR !I? 7 . 1. "I". - I 0 ", ARCHITECT PRIOR TO SHUTTER ' - I . � � , . I . . INSIALLATRUN, I I , : , Ir ANCHORS ALTERNATE WOOD AK"Q_% � , :L I - I- mol,, -- . _.( � . _ - _.. � I , I �9-.Il NEW *me.." (SEE satmu ON , , i�E"tl SCHEDULE ON .1 MAW INX IMM 00 I SHEET I 1) -EO- : - ED %_ l ve-she S3 is A, Wift SWEET I 1) )_ = . .=,t , I -_ Z I " I A I .. of '. I/.- .. UP � I 1 1/2' � . r- . 1/4- 1 I .11 wX W000 HEADEJIt , I :�, , I - -.- . . - I . I 1/1. - , .,- --- __.- ____ I . - I I "'7 I I . . 7 - -!J�:NI-W-OVIS � =_� 4_) i ' ' � 1 6,, 0, - � � , WOOD ANCHORS . . � I - ' 2' ,f� I � (SEE SCHEDULE ON 7'­ �. � L I i ' i I ­ SHEET I 1) I I , , 1 _r .` - (t � � - I , (DI 11, F.- j ,!� � -, *,Ass,(Sfr . i r 1/0-ml. SCHEDULE I I ON SWEET 3) 'I ivlowe ! � M.. SEPARATION TO CLASS. - 'L* � � - MAX � N:� SCHEDULE ON $HW 3) � "z 1 v, ! M."m I I , . .0 a� PANEk LENGTH I, . . .r-.., I .1. t, - - , ,I, 0 1 Ism soicroutr I DEBT m ..., i - El LENGTH �, ON SWEET 3) , FAM I LOWN tia T-In 11 �� (SEE SCHEDULE - , =� I ­,r:- - , - I I - . ON SHEET 3) I I -I I Vd ! ��, I I i -_ - - - A# - - -I.. - It 1 - C), I or 'L* I i 5ox t �� 'I'm I : 0 OF IL I-) MAX � i 1 1 4 , I I C4) --- I I I , - II a 12 1/7- D.C. ,6 ilior v t/4'a-libl' Mo F"IH, I � I [I ALA. ED , . mcoo mrs oa I : .Lw 6 I/.. III: I I � - I I � I ; 0 I . , -.--- --- � I I I ; . 1� ,- - , wow I ! - - I - 2'mr4* WOOD PLATE � : �. , I'll I roo NwAms `_ � I ... K.""K" KOt*REJD OCCUPIED I I WOOD ANCHORS _� ; ISEE SCHEDULE 11. (SEE SCHEDULE ON , 3/4, � I I Starr I I) . - .., - I' - - � SHICET I 1) I ­­ I � _. . ; , I - W'.1- - , - .1 __ _­ I 1. .- I ­ 1. . � . CEIUN� AMD E"R MOUNTING RUItrUT MOUNTING ALTERNATIVE AW ALTERNATra SCALE 3/1.1* Him SCALE 3/8-1- e so"OFM ...? ,:, .._1 #.--`%�CENS�\ / I f .1 NOTE fOR COUSINAT" OF SECTIONS: A= 1 7 .* NO. 44167 . " I FLOR111 A BUILDING CODE (Non High viewe"If KU tons zOnq)j 1. INSTALLATION ARE ONLY VALID FOP MAX. A 5.D I *: - . . IF .* MOM me f.p. am TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (&B.f) AND PANEL LENGTHS . 24 UK CALVANOD STEEL STORM PANEL I 1%. STATE OF " � "! - I I COMBINED IN AW WAY TO SUIT ANY AS PER SCHEDULES ON SH El 3 � .01 t I .. INSTALLATION. 2 FOR NEW WOOD FRAME CONSTRUCTION: WOW '� 0 . - ___ 17/p/mm 1. - __�-- / 11LIEC0,7 PRODUCTS. LLC. wit, 71�1 � ' GLOBAL PROTECTION MEMBERS TO BE SOUTHERN PINE No 2, Will SPECIFIC If �... DENSITY OF 0.55 OR EGUAL I "'I- I moop $.I,. Its III= . WML IL 3331K.,M)MO-app, �s .. ...... . 20-175 1 Of im I I � PHOW. (9")M-76* PAK - C4-wwlo . - 1 .0 1W., - I ;.-� NU, I ps SUAI'mamomopt/wIs SIM AL TIUA � . L__ "cow LA. a 'Hj Pa. __­ 1 1 "' -_ f1=91 . I I � am , v to I I _6­0 a) a) -C Cn ­0 -Cu >0 a) C- '--' .*.., = 9) a) 2 CjI. C: 0 _0 0 0 r= Ca. cu AD L_ a- .- 0)15 a) ... w ai .t= CD -0 0 0 0 "O -= .0 C C1. a) CC a 0 .0 U_ %+- 0 m :> Cn . - CO 120 0_ J 1-- CU .0 40-2 . C C/) cl < a < z z mi �z C= ) .. C%j _= ,_ 00 Go -0 >. L.Lj CD C3 -5 C= = , I, ;, 6 = If w C, M C_.� C� -E -n _= , >< _; I, LA_ Cj_ .in -a I=" . - " -0 ­1 .V7 cr, a, ,,I .C:c -�! C14 - .. 3; -s' - -Z . ­ .E ,= >� E ;: IF-- Q, 0 _17. 0 .-- = :5; I T -ro a.) .1. = .- �.;` ,w -= :� = - �� CO .2 -, C= -�,_.= in = . E_: . m C:f ,;,_ W - C; - U) " CD a) C: CIO 0 0 " " =3 w 2 < z z < _j (L Woloo-WIF CD (D _I_- (n CIO > 0 L_ CL CL < -6-0 L) =3 -a 0 LAW. a- (1) CIO`) CC Cn SHEET NO. SH 1.3 - E OR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURESe VAUD FOR REGULAR. LIFE ORM PANEL 1) SYSTEMS , , , , � , I �., I , . , , "' . I',, a �A, I- ­11- ­j,(ip q I- - - -1 ,- I Q OR �� � Z=041."La. 2* . 3' . .063 Atoll WOR : ��,, I , -,*,* VAN" 1 2'0* 11POOD FW#X ;w , I . , , No" -To ALLor,cw ,��; '" , , , �; S, va-1 & * � I �,,,� 1� 11 I .11, , * AEGUMM am" PON, *1 I T/;� .� .". -, &.1.1 I T;� � - ­2 3/2- � TOWN 0 ,,, . I w .. , �- Is = ;=co9wLcKT%o ; -- 1 ,/4*0 . , �I' TAIPCON � I� I w .. ANCHOR 0 -` - - ,T. ya , 111r1l i . REOLRRW I Ir a %L/� [ �- -, I 41. , 2*.4' WOM OFAME I ,-- ­ (A I �,� t, ACEPURM - " ";" , , ", I ��:.,..�­-'Z��,, �, , . 1;1 - - , It ; .. L$�' . "� �/, .. ­ . � ­1!,-.:.. /.* aw " , . ­­ ... ­w- ., X I ) , "' �:, ,3g- � "..4 - - . I ,-,., I " � ­./',�� 1 � � -� - I --­ �,� ;/. . . "11r , ,�,f,! �n,,� , - '. 0 1 - � W� I I ALMWI*TE LED tmrom / � � I 12* oC 1 2' . 2* ; AM: 10, . - "' ,-Irl� \77 .,. vwm P, - ­ k I 21 : : %� r Me, III< L 41w ALUN. ONQUE Oft I 1: li�m �, I I 11111� 4w* 3101I imm POURED CONCRM 00,011111P .1, - WrIA, .w MR PLATIP . SOCK ON 2'"' W= r%,W 2 IW I' I - Z-t -- 3105:Tmsi. OR I RLOLWO 3; X 4' K , I 01 (f) , I/,- \,,� 1 2. / AUDI -v - - COW. ALUM, APIQUE - " P, I w, 1 1/4 / , - - - - 1.­�- - I M.. GAP \-/ l'o.. . III ;1 . r . .on' 9 ir or 105-"14 OR NII-M MID, 0/0"NUT �. A- ANGLE CASE A (PL&W CASE Q (PLAN) SCALE 1/4-.1- SCALE 1/4--i- SCALE 1/4'-I' SCALE 1/4'-I' A7 1 1 - SOLOI�-su OR CAUL-w ., D". - .. ' "A I" Istimu 0 ��- , - 1. - -(�& .a 19 .0 OR ==, VIZON, . ,\, , CK IL W-41, an r.41 wm SIM O. OPIMM .,.-5,x. ."'A =rw - � (to CC; "t, PLAN ommomo AS APPLICABLE 10 a 1.) I T & 19 -, -1 OVIER 21W wm Ph -A I I h 1-11 OPO Kounto 'I, � = -,,,,, : 11 4­1��--i� �'L`,­IiL41 � A ­K`1�1 " tl��,�*il.4z"�­ ", # � ��:- , . I RODUIKD 4­�,,�c . ­* . , I � �� I I \ N I, 31. , j I 14,11A I g-- - a -a 0'a \,�- Cut / - ,\-, / ct)r-sm I/ VNM I ;&I= ft-ARVIL-L TO S, POP, I I , emu. (Wvm W CNO PANEL) I X - BID DISTANCE - I I-174'*, 7­,�-171U 7- *I , / , I 1 . .. - - - - - ---� ---- -Jr -------- J I ,/-�n " we 7 'Mum CASE Q �-. A \- A, //-�, .. . W,�so SCALE 1/4--t- PIPPOORK . " ..... -7`4 ­; �, ��\�, \ � .. '. VAUD FOR DIRECT MOUNT INSTALLAT)ON ONLY As -.--/ ,--/ -.r.9 . � or- I 4 - - r. , . . . .. - CENTIFTED PANEL INSTALLATION AT WALLS W/ : : No, 44167 ". ' $URFACE aM VARIATIONS INYTHIN 3/4- * - ; . I FLORIDA BUILDING CODE LWan Moll VVeloolly H�u CC"* Zone) * : se * CM .... �- 'ANK, nnm � PA - - A .Al 24 04F OALVAX= STEEL STORM PANEL * - 'A .. 4f; Mo. At SCALE 1/4--l- SCALE 1/4'�I' ?f�,.- .. tonlo ` ., .. . " * f .. "' --- %"�� 11� � 0?/"~ q, * , I --�- - GLOBAL PROTECTION PRODUCTS. - - I'll L__ � �IL E C �Q. IN PC �.� u1c. DILIE! N,� 0 - , _�_ - , , I'h I, It, � .= ILVIL a, I"= ,E� , 'L�,rw &.-. -�� .- =-.:-.r. = CaPAL n- U3,. -175 � ,O�;, - o", . "me, M-)M-7*W m to"M"nl 20 1 ­- PNOM ". 3�li -1 OE-1.19*.V.v,lo.lt �TW"A-Nnww ,,,, , .-t MIM, ku . RABE, UL, If I I "Ma I I MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING STORM PANEL CI) INSIALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL ows-row-LATIoNs As PER ALTERNATIVES IW THRU 4W, ON SHEETS 6 & 7) MILK. A.S.C. DESIGN MAX*" ANCHORS SPACING MR Lb. - AS SHOWN ON SHEETS 6 & 7 motfriALE ALWIMTP-V mAxww PANEL TAPCON LAG SCREW PANWMTE FEW" ID PANELMATE PLUS WOOD aLshm PRESSURE RATING (P,o 0 - &" or Tlem- LEmm v (A.) 13- IF 13' 13' IF iso (TOP) ­­-- -..--.. i3- --- ,- IV ir ­ IF ---.- IF � ---- - - I* (wrato -­­---­- 6112- 6 1/2, --,----.-------- a 1/2' a I/2' ------ a 1/2. Cw - . - ­­­­ I !:.__, -­--------i ­­-:- --.-. . K­ -T ­- /i; ­ - - ---- - Lt. -T-1,72 2 = - - ­., . . � -- '. ­­ -- I 41- - 0- � - . -- ­ - � I . . ­X"I 51-w .- ....... .. IV I . ..... Ir ------ Be- , IV - im (OMMM) - 11­---­­------­­ 'r L3 1 -- --------7i�---­-----i;--- 1i; - .Q Z +43. -45 on LESS - - - --- ___ IF - -- -­­, 13' -�-"----.-.-----.---.---i3:----- IF 'V I F (9001m) - is* ". 13' IV a ,/V * (lop) 13" - IF -- IV I Inuffam) ­ ---. 13, -­­ 13' _ -i -15�­ -5 i-W--­ 6 1/2 . crop) - a 1,;F-' ___ - - ii-I ii7- ­ - - - ­- - - -- -- 6 1/4- W-0- -772- 5- - -- - & 1/4' (SLOTT-1 - 4 *11' , ­ -1. - * o '�­t 1/2' - ciai�- 110 " . -, - 7 : � --± -- --- .--- -- 3w (oDtmw) __ _� ,� __ �� ---- - I, 3�e _ _ _ __ - ­�. so III' . � - I 11r � I ��- 12-__ ­ * 4 .- (TOP) I ------Tr--- I -- IF _ - _ -- " - IF __ a I/F monom ISEE TARE ft FOR VAX. A.S.O. DESIGN LOOLDS & IPIAX. PANEL LEWTHS WHEN SPACER (9 IS I USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 I MAX. A.S.O. DESIGN PRESSURE RATING (PA.0 MWWM ANCHORS SPACING FOR r-D. - AS SHOWN ON SHEETS 6 & 7 APPLICAMPLE I. A, ANY IF �T4W MAXIMUM PANEL LENGTH *L (it.) TAPCON LAG SCREW I PNOELVATE FEhV4LE PC PMVAKTE PLUS WOOD pUSHm,G -,-IY-- -- IF - --- IF -, IF- tr 13' 13- so (POP) --- tV IF ir -- Tw-(Ovii6io ­­- a 1/2- ­­­­ 6112- - a 1/2' 6 i/2- 0 III* - 2w (TOO) ­ - - - -- 7.;..----.--.. 7 I/e -- - -- - 1 .. ;-/j;- - - ---- - ­ 6 1/4- - - - -- - * - a' .- , . 12 1/2' - , '- ­­ ­ ­81 - 8; ---- - 6 t/4' ­--­--­ ------. - - .- 2W (W.') ­ 3w (TOP) -i-N- w 51-V , LESS ­.. -- 13, � � - 13, ­-B - Or " ---- -------,-- IV 13'- ii!�) a , oplj� +45. -45 TO +75­75 I I - . ii;­-6�­ ----ca�----------Ir-*----I-r--4wcwrmm) -- -7-- - ,- 13' --- ---IF -­­-­.2T-­­----!J ­.. 6.. 'IT-- - --...-- - ­.­ �.- ­4 1/2- - r - --- 1=3 ....- -7j.---- - , I -1 IF , I --- - 2 --A I/ , --- ­ --- -- ­ s* ... ­­ . -.--. 5 1/2- " -- - 12' ,----IF-- , ---- is' ­- IF Cr 1w (Mo) W-0 1 y'-sr I - -- IF— ­­­ 6 1/4- ----- IN --------- a 1/2- -- -i -114---- i 114 -i 114 ----- I Ir 6 1/2- - 6 1/2" -(W"D!­) 2W (TOP) -i5-7-/--2 ­--­­-­­ 7 1/2- ­----­­­­, Ir ---- �7­ 7i�­- --i- 3�­.­ i 5 .......... Yt:­_ - - 5 1/2' ­----;O;-­ ww� cwn 1- . tw) - iwiiiiwi --i"..-, r ---- L� ­- ; r - )I I- SEE TABLE if FOR VAX. A.S.O. DIESPON LOADS & MAX. PANEL L04GTHS WHEN SPACER 0 ISI USED, COW43MONG ONLY TO ALTERNATE 2W ON SHEET 6 umv al a . AL&D. OESIGIN LOAD 111111101011111UN Pon LIENM 40 PSF OR LESS 51-8. > 40 PSF TO 50 PSF 6'-2- 1 > 50 PSF TO 60 PSF W-10, -i A MAX- PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS ill/ PANEL MATE fQMALE 10 Oft PANEL MATE PLUS ANCHORS & W/ " 1!*pillftaj�.Q 1/2* D.C. . _ - INSTALLATION DETAILS FOR UFE SAFETY PANELII I i/4-9 TAIPCON -­ - I - -1=w`Gw-RB il.4*1= 71 mc . =.MNEO ANCHOR 0 2, OC . CDNC*M BLOCK �% CONCACTE BLOCK " �, WOUM. I X, PIQUWMD. . I � . ;- 11 if". C2," I ­- � .01- � �?) '� 1/4- "", 4 "" . � W/4 " ',.;j� �,� I I . , MAX 1 4 , � . I `� I ,-,�fl. ED* ;�, I ED- , ;��"' ; ; 1.�'11�111 , I , .. 11 , ! 1m`-'1`­­ I -(D Iff, 17 : al), i I* Nut. I : i I-SPOA?IOW I � . ! rz�.r I To GQLMASS.. , 1 `., : -2.31 , A i�.o A �,�- I � . I 11 I I I 9 I I . I =11-C . I I rm-l". . t 4 ! I 'L' ON. 1. I I 10 Mu. PAWL LENGTH I 1 V PANEL LENGTH I - ... � � (SEE arwint, PAION I I - a : ISEE ELE -ar : ON Smw 12) : - 11 - ; ON SHEET 12) � T.'ar : !­ ­­i- I. I I . - mwi ­i�-- . 7 mwl­ , - I I I " "I . , ,A ,. I W�, I I I , : - Cl) its 11 ,. , - �� : - CID ;. , ',�� ,;��":',%�,,, , !­..'. : ,, ". , ..." .. � ,,�.,, I ",I �, I r � I '; . I � �.,,�,. I I EXISTTMIG . ./�, - j ." * �,,� . : . I ED. /.. " ; I DISTIN: pq�w ,'� . ,� 1, ­1 I , � :%:, , I ,�,;r 0 l-, , I 0 CONCRETE SLOCIN �, ,�� , COW -AM UP 'r 4, ; -, , QEOLW" 1. �11, 'twu AEWRM. � I 11 " "W"A", . . 11, 01 I I !, -- � ---- ---- I , 11/,11 , " , 0 " . , � 11 "'.1"'. * I/e* . V � 1/4-0 ANNEUMATE 9,LN , - AMICHOO 0 12 1 OC a WMALS ANCHOR (BEYOND) 0 "WiLEL WALL UIDLINTINGIS WE N9M 10 A 11 Mo NCMM IYK VACM PON WALK 3/6.i* PBMAAMM Will W= FROK OXBOW MMAN ANCHOR OV�OM AW WNW* MOK OWAPOM Alto OAKUM ON IM SCHMI PON ED UESE TWA OAKUM 09 SCHEDULE REDUCE MACHINE 3"00 1111 K&MYM SPACM mom am mewil_l NY IT* MUAWM POCIPM. MR smile DPMT4" to Or POSMI. *[BLOM $PAWO OWANAD USM FACTOR PiALL NO K LEOL T%AN NOWAM SPACING INDICATED TOM EACH ANCHOR OW-Moft,, TYPE ON I" SCHMA1- . % A. 11141, 101o,*1 - 114r*o . � miam m ........ ...... . . UPM -= .. E ... momm Alma omo Ito 3 3 : % FLORIDA 111JUING CON LNon one Zone) =�4 3 --;-- : *�� Ill, : :*z am An0a, w- 11F.'r -mmem --;-- -�T/2- ; I * : 24 GAGE 0ALVANrZED REEL STORM PANEL 00, $am � wm� im mm . iTATE .: I - , - W/V/SM .1 I ...... Itio- &A I - . . ORID.. I --- Z I I L I E C 0 ..., \ GLOBAL PROTECTION PRODUCM U.C. D.N. . ...... .. - , ON $10 01 limm ' I lir �t TILUT rawrifia'a IMAL IL 31111 - . - - - . -- -- - - Do' - , - m w 0- ONORE ")M-PA4 PAN I emit _1.00 I NAIL .., 1; - - . f=.- t-mit.-Im 20-175 - " 41 . ..... . ­­- - ­ , `A`I _-, . W. 1 3 ,/r I - - C.-ow7is I - Of wAlftm6wuv/mvr ", mm ON "12m: IW41 � 1 40 1/4-0 TAPPCON 44CHM 0 IV Of; , 9MMO." .. I CONCRETE KMX �., I REOL4m. \ �L 1. 1, I .1 . , , , , , , , , �� - 4) L I . , I ' " ��"L��, , 1/,. �----r- . , 'il.�','� * I 11 E.O.0 ��' P, I : MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL rij INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL(a)INSTALLATIONS AS PER SECTIONS I THRU S. ON SHEETS 4 & 5) kW. ALS.O. MON PRESSURE RATING (000.) MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL rij INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL(a)INSTALLATIONS AS PER SECTIONS I THRU S. ON SHEETS 4 & 5) kW. ALS.O. MON PRESSURE RATING (000.) INIAGIUM ANCHM SPACING FOR MIN F-D. PER SCREW BELOW A"PUCARE To SECTORS a Colo or MAXIMUM PANEL Wool" .Le (".) MAX. A3.0 omom III URI $tAll. COA,r) MAXIMUM ANCHORS SPACING FOR " LO. PER SIDNEDULE BELOW Lit APPLICABLE ro a OF IIOEM t�m MAW PANEL UENIM v l�i TAPICON SOUD­SET rVAALE 0 PLUS ZA%%C-KVUN CALK-414 TAPICON $"-SV ID PLUS ZAMAC-MMA CALx-IN 10 mmmit 3k .AM Am 10 2& so 012ir 10 cocam 1.1ir To cocmm IT .75- - TO Como= qhm mc 161BA!, =&X - it 30 Comfogif, 0=1 - +45. -49 OR In$ IF -- .-IF _Lj�_ _14�_ IF � I— - ­ .!:-. � .K­ IF - - - IF IF 13' .- li� ir_ 13- -T - 3' -­ - .- ��- ­­ is. ­1 13, I'F IV -1k -''-- IF IF - 0' -------.----- 12 1/2,12 -- 41F- - .r. - I --p* 13' '�I: I' IF - 13; w IF IV 1/2' ­­ 0. - ­­. -A ..iF� ,F jk�. IF -T-;­ 3 -T3;- IF IF a 1/4. -1 - e-1- ­!�­ .- T- -T - _ 1�' _ 6 1/4* ­ 13, IF ---'-- 1V 1V IF ------,- 6 114' . - r - - ------ IF ­ � IF 13. I 6 IP4 IF IF ". IF -- ';F ­ - 12 1/2'12 r - ­ 1. -- -- IF . , T - IV --- -- IF IF -- IF IF IF -- 112' w - ----- IF . - I 3:, � I i --'--"'- IF 14, -- 13, IF --;- t3 --- - a. - . 1. -6i.- IA-- .1 � ,A: li�. - A IF -1i- IF -T - JF - - � ­ 9. - -- ,F . - I , - ir� t -? - 13' 13' W s r -7- 3� 7 4 1/4' - --- a- '. IF .. I- Ir 6 1,L.. Ill. I I IF 1 IF ­­­ IF 13" IF 5 1/4' -­ 7 1/2* - -.---- IF I - - �3 ,r- -i --- li4ji I �­ I CWTMW (MO) 2 (@arm) 1(Tv--)- 3 (BOTTOM) -, 4 (top) 4 (WROM) ­­­ - 5 (W) I- -- -- 5 (BOTTOM) a5i)- -- -�- (Wii. -jI I 51-r OR LESS .43. -45 TO .65. -65 13" 13, IF I tr IF IF IF 13" IF IF 3--.. IF T it 1/2 I "I.) v-r OR LESS - IF I -� IF 13-� - IF. IF ­ li7 IF r IF . ". " 'I I - roii�) IF IF IF 1�1: 3: 1-13- 3 - 3 , . I Crop) --------- IF IF 13, - ­2­1: IV tr ". _L:_ 13' 13' __a Ir-', _. _ 1/2 _ ­ _ 2 (warrom) . 13" IF I r IF IF IF _ tV -2-1 13' . I _IF 13' -- ­1 - _13- Ir " .­­­ - - 13: 61/4- -w ;,, - 61/4- 3' (TOP) 3 figarw - 1/4' V'F/4-' i ji 12-1 I!, - ­ ...-a, iF -­­ ,,V - - IF ---- - ­­ - - T37 ­­­- 13" IF -- - - ­ ... r - 1 -------. IV - - ti- - - - 6'1/4' ­­­ . ------ IF - 14F- - tY ­ 0 1/4'-& a, 0 112' a, 7 11r 8* - A. --.--- III. S" 4 Crop) .1 -W- - , -- IF --i�­ - -- Q� - 1/4- -,7-- -.-- ­- i3l - � TF .'' #.-' - - . IF . . ;�v - . . .. . --- . , is* 13 -� :­�, IF . ___ _ .11 r 0* .13.1 - IF _ - - -- I 13, ­- tF -­ 1 � . I - a' I -tit sk 13' - ­, ­ 13' _ 6 1/4. - _-I_ 4 1,1iiI 1�1 I ".t i.ij If ,/4. - 4 (mumm) - - - - 1. I _ EIG, , A _ _ 4 (wry..) UF ' 6 1/4* -- IF - - - - 7 ­ =.- j 1/4-16 1/4' IF r si , ; -- -,�F - .. r !- - W­ . I I-'. , 1. ­ ': , 1 i I --iw ... I -i;- ­­ --- . I IF ____;___ ,3 ­.- 13, .-Ti..­ -13- - 1�- 2EV 0 L/�: I_ IF --- - 10 j1r 7� -1V T 7/-r 3 __L.1_1_ IF 1 3' ­­ IF -sr - ii­l /-A- ­ r ' 9 1/2 7' I ---- 9 1/2 -i'Tii- li--�I­O' -- 3 Ili ---- ---- 9 112', IF IF - 13, - - ---- 13' IF - I2 1/2's - i;7 - -r ---��- IF�i 7' 9 1/2 - 7- - I— 9 1/2 i-%�� --/4-'- 1 - -;. 4 - - -�P 2 1 1/2 10 1/2 -i �-- /2 _ _ ­ . iO 1/2 Ti-1-ii ---- i-,FW" 5 112- 10 1/2J7 5 /2 _L_ 7 112 _._ _ 11: IF 4 1/2. I Y-K - r I (TOP) __ I �) BIT I (90YTCM) - - 'a.-,. To W-41 �X' _ , 9, 1. I 1/2- ' 137- -C-112- 0 1/7- a 'Ir IF 5 11ril cive) ,s,-o . TO , . 0-4 1 - -ii�-- 13, __ - �� - 7 fIr - W- " � - -i�� IF - I-F- 5; - 7� � 3' To' IF 10' to' Ir IF 6 1/2' I (BOTTOM) ­i. �W ___ ___ 7 T/2 -i7ii- - --- � - - i;-- - 7 't -- is. _____ _____ 13' k I ­7 i�­ ­ ­. 6 0/4- i 1/2' . 7 112. -- -- 4 -1/T 2 7 6 1/2' : .- s 1/2. iii; . 6 ­ - _ ;�_ 4. 1/4' - _j;­ 3. - - ­­ e i -"I) I,___ _ 2 (BOTIE11,11) i- CTO�i­ --- - - ­. 3 (BOTTOM) `O(TOW)--- . 4 (BOTTOM) .- i­ , T - 1/2' L:�-- - ! -,!� ,!� I so , - -i9E. "' 12 1/2' !.!erfs.1 - 11'- 4. ­2!�... - Ir 'I . 3 1/2 . 2 (Tom 13, ---­--­- 7 1/7' IF tF - IF to' - IF - - -F-. --a' - - ­ ­­ -!i� ... --T., 5 1/4' ---- !YK 121K 6 1/4- - 2 T- - -'!.M- 3 (111MOM) -!�'. � -, I 7 - ---- I , ­ 112� _J___� 2 !-ic� - �: --!- -- 'i ,/2- -67- - s 2 1 72. ­­­­ ---,-F 4­1 -1.,r � -;07- ­sW -,F­ 11r W - - -- IF - . - �-IiF -- I ., -- 7- Ill. - - I 13' - ­ --- 1-21- - - . I �iZ -- S-.-. 11 __ - '�� 6' , -­ _ - . ____ I -- I ­ !:_ r ___ . �- -2 " 4 1/2' 3 1/2' --- 6 112- V ­­ 4 (MP) ­Pf: __ - _ _ __!�_ O' - I r ___!�­ - ----- .­ to* - 1 1/2-1 ­- , " � ­ - - -- , - " ­ -T_�r I� -. ­ 7 1/2' -­ 'r IT�- - -- - _ - - ­ 8 1/2* /2. -­. 4 j9G1`TOPG ----- S (TOP) -- if wirmw) - ,F '-' - 13' H - - I.- -i; 1k -1: L3: 9 1/2'1 15' 19 t/2' 11r * 23r IF to If I 1�2 4 ,/2 3, 1 r , ­10:­­ ,w IF -- - 0 - : -411 VLI-N -i-,2 i __ r -4 7- I ir ­. - -Lf� a qr _--,.:: I 1/2- - - ; --ir-- , 11 vel -!r - -- --, . I I a WIll 114* 1 6 1/4'10 )/4*1 - . .-111-4.1 -- - .-� if ,/� fi.., --- 1,vq�.11 OiCE5 - SCE OW 11 POP 4%MM TYPE & VIACOM 100 OWALIAt" INTO "W MVAt MDOW 0 WOW AND" SPACM AND MAXIMUM UME MMa ARE NDWAM ON Islill SCHIMIAL MO ED LM Two Stimlo of OCKIP" mm ANCHOR SPROM Or WAML4m SPACM S"N" ON WAU" r THE MLONM MTOW FOR if* OPMTM 70 K POSMI IKRM 9ft'"A WW" UORC FACIIM 104kL PAIT N LEAS THIN MNVUM VIACOM PACCOM FOR LA04 ANCHOR TYPE of "a Sim" ANCHOR T09 -!Lw� 1 WI� I V/4*. ULD-W Lowax- I I rum a 1/.1. oaaw PLUS - 1/4'. 4/4'. I - ­­., ��AWI VMM k.)_ .. 3 3 3 A I/r ZL A 3 VII, - r - I - � 'Ir -2 I - 3 =m W4 3 3 I/r -7w 3 t/2 3 'Ir . Amm am mummaz ma) FACTINR - -----, 11117 , -­ - � - , OAE­ - - --.-�-­-t-------- , - - -- I 8 01 . (LAII -­ ---- eAs t­-.­ , I - - - - - - ­ ON - - - � r I � I oil . ,- - iws . - I - s ife . - 'N . -- , IN - - IN . - ,a I SPACINGS ONLY VAUD VO4M SPACER(I)IS USEDL SEE JWI #1 FOR MOM A.S.D. I- OESNOPJ LOAM & MI PM41 W&IHS WHEN SPACER " IS USED. I - .11 - I . 1'. . mm.-(k -I Ift - . - I . t I . (1) .1 (�) I - I -i - --- I -- - -- - --- - -- - - - - I .-- - -- - -L I - - - , IU I 0 w 0 0 0 Q I f"-r,- - T -- --I---, --- -] ----- 1­7 -------- T-7-7 --- -------- -,-r --- 11 I i I I , 1 1 � ; I I I ; � 1 : � I I I 1 ��, , I i�. 1 1 1 i ! I , ; ! . I ; ; I 1 I 1 i . I � . 1 1 1 � � i � I I ,I ,* ,!, 1 Taims &I A A.S.O. OESIC111111 LOAD MAXWA PmEL umm - 40 PST OR LESS 6, -a' > 40 PSF TO 50 PSF 1'-2- . i �, 50 PSF TO 60 PSF 5'-IO' & MAI PANEL LD67HS ARE ONI.Y VALID FOR INSTALLATIONS W1 SOLID SET ANCHORS & W/ " SPACER AT 12 1/2- O.C� ANCHORS (SEE SECTIONS or ALTMATF45 ON SHEETS 13. 14. 15 *16) - - - � -- ------ -­ - - ' R­ A/113. R-WI13. R-SAI +R­ B/13. A-2B/I& 1111-3111/K F kOX. * I. 'm +111-11AW/15. R-IAW/15. R-SAW/10. R-111111111/115. A-29W/15. R-30W/18. - ­� L./2 I I I 1 .,y4'#-2OI S.S DOLTS W I : . I . 1. I (USE FOR PANEL . I mu � � 1) - %,, . (a) I 1 , - LEWN I - ! I I I 01 ,� 1 IV17 11-6 - � � REGULAR STERN PAWL Z , , REGULAR STORM PANEL � a -4' 0 +40.0. -40.0 Pa., ; � ! I , I- ,I I " , � . � I I i (w/ OYELPLA, MID Pefa LENGTH BOLT) � I_ - , I 1 4 --- ------- I -� --- �,-,­­­ I --- ------- ­.- - - . ,;Z�� _ , L L I I " ?. LIFE SAFETY RM p - ; : . ! - ­ - - . �- - 7. r r I 11-111' 0 +BOA -MA P­1 I . , � I � � ! . , I i I , (W/O "w Mo PANEL Lacm BOLT) I � I w I � , - 1. I I . � I I . � , I I . .. . ' ' � ' ' - ' A , .-r ka. PANEL Lzram I ; . I , um 2 1 ­0�. i 1 1/4*0-20.1' . I � ..04DI..] - � I . I � I . I . I AT ALL MOUNITINGS , � I S.S I � � . � : 11 , I i AT EAO-L�aw ! I � I I , - I - I I ­ ­ I � , � �� � � I I . -­ ­ . ----L ------ -� �- -'- " - ------ I -'--' - I I . . I �­ � --- - - � .1 � -... 1. - - . I �. I . I '. � , � r , - - ­ - , , *---- ­ - - ­ . �- : ­ " L � 1-11 -11 L/2 : . � . I i I I '. � � I I . I 1 .4-' � . .4b- - - - � - ; I . � � . � � , - .-- �, - -. I - . ­ . . .. I - -1 --­1111 . .1 . . �' � -.1 I.., I I � . , - I I ! - - -1 I ! I * I , � I i � I I ­­, �­ - - :, - I I . I ­ . ­ - I -�' � ' � L I � I � . , I I -­ . . - .­�,,-- -, . ­, -­1 .......... I ------------- -­ . � '. - ----- : J5 Md1l>k11W9TW­­­1-­ I , I LOCATION LIFE SAFETY - � - -1 I 1* ,z-- - ----- ------- ( . I I -, PANEL Earrom CORNERS I : fW I 0 - ". -­ ­ . . .. I ­­­ I I I f I D.M., (�),. 4 ERLAP- -OADIPLAll- I I ._..__._..._ -- or - � I (�) - [.10, WWO M.17 As EXTERIOR WNG NUT AT r mij LEFT PANEL 0110141 PANEL 3 � - MAX, t INSTALLATIONS ONLY VAUD FOR 101ING 1* WIN, R-IAPP`13� P-2A/13. R-3A/14. R-110/13. R-29/13. M-39/14. , Mo: SPEED UP TO $70 M.P.h. � I R-IAW/15, R­2AW/115. R-3AW/16. It-iffief/15, R-2ow/15. A-WIPP/16. I I �- - - - ----- - I � --ANCHM (SEE SECTIONS k ALTUMTNM ON SHEVS 13. 14. 15 of$) � - - 11 � � .11 . - '10 wx w LiFE sArETY sTogm PANEL (j) ELEynom (t) -17 10 REG" 21697* SCALE I/4'-1, -10 REG" : STORM PANEL (WN omqx�!T-!Lca WLIM STORM PAREL ;,:.:3­c­­z­ 2 -------------------- - ,zIs, , �F�­�- - - - ­ -- � .... ­­ ---- �z- ...... .. . .1 I I , .. ­�­111­7��,�-� 1/4" " .. . . . . VAX. GAP�' " " � . 13 % > I \ ­ I : , � . . . i ­Tt­­#­.-/ *­ /­­ - ­' �- ­­ ­­­Q" ­­ - �:: : -------------- - t�; v=v- - ­ � �- - . sit: . . I -4,1N S . 11 I : 1 1 . : LIFE !;* PANEL S. : .:-- .*I .11 FLORIDA BUILDING CODE (Non High Veei low Icalso . - - .- , "'. '? ` q� �. ... m 24 U% GALVAMIZED SIM STORM PAWL om -gK N � , i- GLOBAL MTECTKM PRODUCTS, U.C. ' '�� - , *00 , EXTERIOR I 'A �Z,t�i;--P!!�', 1� , � "-� , __,�� Z�- �� 4M ". 51 ONO - - - I SECTION A -A N"a C- W.V. FL 2331. SCALE 1/4'-I' ,;i,/-/-/---­P aavM,r*9TmfU! PHOC ln,)M-7u& to (OSOM�m 20- � ­­ �� �'. -.. -11:�, , " 1� INSTALLATION , , '. ----- ------:j� . -7- r �:! DETAILS INTO FOR LIFE SAFETY WOOD STRUCTURES .,�, 7--; -- , �:, ". PANEL 6 . - - .­]­!, I I -1-� W, 1 I , ­ � ." � , :� .� � , .-,' ! V.4EAGE" . I .1 � ,� -.. i- I VOW HEADER *WRO � . I . - I I - . ­ I , � �:j . 11 - HEADER I I .- . �. I C - VIVO HEADER I., I � I , IT- 1- : � ,, . - , �i 1'. 1, " � -11 ..� �,, ��, RED ", ,. , , , . ­ I " I � ! --- � . .. ,, L , , , , �, . I ­.. , i .1 ;, I , , - - I �'! 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'r , i t ExtrIst" 1 I I I I ** I , z a 'A � 111. _4�j ' I i . .0 .­ , -.1 - I` � � - - - ,A I I " omit wAD w ol ,,I"- - = ft, " -41 ,� 1 % I I 1 � . CLASS . . � L I .vv-ao V � I amm� � =4 i 0 A L., Is , I 1 1 4 I I .1. I Mo 0 ,� " I � � Y-0) 1 0 ! . I r ; I 1, 1will 0 In q, j - " - - . � -,A - 1 %7 MOO. 1, " � I --- � I - I!, PANEL LENGTH 11 (Ila Itramm 11 - � ­ � v W. .1 : - 0 - : ­ L­ � ­1 11 . . ir PA19L LEPIGN , (Im alsiviom �­ - �� -t I PANEL LENGTH : � I -- , , ; (SEE ELCYA7104 A : - T I ON SHEET 12) 0 - -- " , � - 1 PANEL LIENWH , - . i : 'A'... - (WE ELE,immit, I, I ; ON SHCET 12) I a,--- 11 I . ON SPIEET 12) a i IN I* Not, ON SHEET 12) I : - ( J) I : L 11 I . � I . �- ­t- - 11 1, wit'. 11,.- . I - r � 01 11- SEPAPIATION N M GLASS. - i 1� - 4� - i ; (4) 0---.s I' 101.� I I I I , I . 10 0 TO GLASS, SE"TIO00- I L/2 kwT it It 0 � . a EPAPAITOIR I , - I I : - I 0 i '. 0 I !Ii I I A 9 QLA55. I L/2 � I ! 30'. S "I ED. 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" -. .=" ft1" JIM. 24 GAGE GALVAIPRZED STEEL STORM PANEL F.P 1. INSTALLATION ARE ONLY VALID FOR A.S.D, DESIGN PRESSURE PATINGS (P.&q AND PANEL LENGTHS AS SM PER ELEVATION ON IL : ,44167 * *1 - or- *. * -- ­ :�;;, SIM/Nft -!5� . STATE 4;7-�- '� � GLOBAL PROTECTION PRODM LLC. WE .-- - , ft- k ', 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS I FIC 0 BE SOUTHERN PINE ft 2, W/ SPEC '�O,,; D NAV-11 ,�� No.. - 4= I'm 5 OPW 'l- 33S.. 20-175 DENSPY OF 0.55 OR EQUAL i�7 - mom (M)n�nw =: "All, OU)n�afty I ­Illls=�IA,Ps�n MO 1 2 M 6N M"'OftoM P.E. U. Iv owffm Rim n"! " ! � "­ I i-11 -. . Is or It i I , MAXIMUM A. .0. DESIGN PRESSURE RATING (R.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACI SCHEDULE FOR REGULAR STORM PANELU) INSTALLATIONS INTO CONCRETE & CONCKTIE B=K SMUCTURES (VAUD ONLY FOR PMR(DiNSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) VM. AAD. DMICIN PRESSURE RATING (PA-0 MA)MM ANCHOft SPACING POPE PAR E.D. M SCHEDULE BELOW III, TD &We" "i�a % ' ow I WAX, A.SID, DESIGN PRESSURE - (.;'7,) koxmw ANCHORS SPACING I" MR EA. PER SON=" OLD* IN 1" m (ft I , ) TAPOON 5OUD-SrT ramiLl O I MUM --- TAINCON SOUG-SET I PAMnMATE FEMALE 0 OMOJAATE Pun I XAMC_,,U, CAUL_IN 10 Comm= w " �& M comok9m or MEN - ;; mam m a BE v goo= Its am, to - v 0 W coowmm OF THEM �.A% -65 , TO ft. -711 11' , 1V 13- IF IF 17- 13- i m� W-ir - LESS >05, -76 TO .111k-tmo 11 IF !r 3:� 1� 'Ir 13' 6 I/r IF I LIT I ' r 4 1/7' 1 (TOP) 5*-** OR LESS I _j�!­ !:.- ­1�1_ IF ­!F __ ". IV I __13:_. IF - 13;­ 7r----TF--- ir-12n- -- _: -ic - -L - -2:r--!21 IF !:-14:­ r ,_!_ _ _ IF Ir IF .L�� '. to' _'.�T, 7 1/9' IF Ir I (aurrom) � -Lr- IF -, W - - 1V -- - IF - I , r IF , Ti7 - -- ­ IF --- - 13, - 1?1 13, -Kr to, Lli!w-�� 2 CW) IF tLo i/r.' ir- 1-91 - III i/r.- L_11/2 - 7 112 - A 1/2- IF - 4 1/2 - 2 MO) -5FiW -13. - 60- if- ...1Ts:-.1 * Ts;- � - I F- 1-73;-- , 73;-- - -;j-�- I IF 1'. iV -jr -�r­ '­fjr I;- IF to- 2 (GMMM) - IF - 7. 13, IF IF 9 1/2' IF ­4�r- --- 9 1/2' i 1/2' --- 10 1/3- 7 Ilr IF A - 37i i --i-7- " i-7- - I ----- - -- 10, - - - - 3 60ii -- .- IF -,.-- - 7. r 'Vi 7e .. to 1/2' -- 7- Ile IF V - ­)� ­ � 3 (TOP) - . � f- -- .!I ". -,--,-- �J� 13' _ - - _ 5 . --- ----- � ­­ . 11, ­ 1'. 11. j7 ---.. L2 /�: _L V -a-. - - 13 ­ [.03- - T! 1/2� _ 5 - -- ­ 1 3 - 13 - - Is 1/4' - - . . iF IF .. 11 IF - - lk ­ 6 W w ­ - - " � -1. 1�:­ I.. 13. � . �r 12 �7-2- # ­­- III -­ � I F.. 13 . J- ir il-17r- -­ - �j� a - ­­ I r 13, I IF --- . ­­, .... r_ a . --- --- - -!�- - ". 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'. -7--- ___. _..___ -r-­ ,F ­7i� - -IF o W/2* -I 3� - ­­ .-E-- - I/r ­�'- Tf i"Tif i�T/-r i/2- 5 I 5 11r I r �4�22CC12 L 2(-1?01 ��.. 13 . .1 - -jj-T,jj� 13; 17 1/2 . - ti;­ --Ti7- - IF - ­-V 1 ­Ir- ­ - ­ 31 -!.." -ft 1/4' -2 ,III - �L-­ ". -- - IF F - i,`s1r-,7-;0--1p2 ---- D 112, ­­' I, 1/4- - 4- ---.--.- - - D 1/2* 0 1: ­ tF ­­ . 12 1/2' ii, ft' .­­-.­­--- 13* --- to 1/2,11 -'-L'--- 11 4- ,. -Y.-- 4 ,/2- ­­-��­­­ - To I i�TTr - 112- " -"-'-'--"-- - ---- ­ iv . . ­1 S. - - ­ - 3 ,/2- ---- IF - ----- IF -­­� 6 lj4 , - - , . r 1. ­­- -Lr- . -IF ,�i;� - , ___ � --Lr- -i�T ­­ 1 - ,�2: .. I r _ _ _ -13. -iir 0 1/2* _ 0 1/2* !I 1T.!-_r 10 �/2' " - - -/-' 4 ­LK a /!:.h---. L I/ 2- 7 11r - -, -- -__ -1:.- .- � 3L __!_ _ IF 6 vii- 'IT.! 1- ­n­­ IF I �/2- � - V a IT4 - 1 -I!": I - 1 O' - 211 - !o_ J1 00P) i-66�i L�" 4 cw�� ------ 6 cr I) ' - _ i_ �,�_ , - _ ] --!: 13�;-T`l/r I - . :3ij!!� ? 'Irl T- 2 1/2' - �:_ '. -W IF+lr �2-�/i� --!�- - s]j-- - - - ­1-7 r -- 111. - - --- - 12 i/2- -j - ,F .4-1/2--, - -- 2 4/r i- vif ------- 6 1/4- - --- ,; ---i�-- 1/4- -T` -P - I i - - r or � -- i I iv� -- __IV - - _j; I ­ --- [-i1-1V­-t- 70-Vir- S' -1. 14L- -IF �3�1 'i ,3. �­r--,�� * - ! 0 1/2' ­ li; IF - - i, 111 !!2'1 -7 10 1/2,17 7 II2* ­ III' 1 5 Yr ��, IF I L-�.-2t!T- a, _!t!:�T o 1111CITOM) ) -(,Tzl- 11 H. -13 -!-r -- - I , --l-�tli'-,3,*,�;�,L,',��4-,��.1--�: - .�L 3L .2- - - . !w.T.-FZ)f-,;A j - I - i - y4--�, 0 1/4- ii-,Ji 17, 7 - , _ Ut OW 11 MO WHOM "M A VIACOM FOR "%WA$n" 000 000 ON" OXBOW 0 OM" .,.Cmm oplom me Mp"m am Dow.m " ,M)"I'm am t-a W-M" 10 ED, US THAP fMWAUCI 01 WIMIU MM MIC110% 5"490 Of "?ft"C 11PICINO "ft M RCKW." or m M"M IXXW no THIS (VIACOM TO BE PCMRE WP= VACM MPMAAG ARM 'AM INALL NV IN U:XL THIN WOMM TOPPENO OMM 110111 EACH ONO" -F M r-PO NORMAL 1/4-. 1/4'. /4.. ,/.,. TI4% 1 ANCHOR TIK wom "PUPi'le" veauiom� I n& a *ft* ;,NE - -- -VALOO -v41. - *U -0 '�AMI VIACOM OIL) - I I I I 'Ir 11/1 . no owwR 0114 - I � ­;�W­.;-- ,, "r i I ---- ,�. ­1 - 'm 044 5;�m eta k - "'r I ACROIL ROSE ' I (ED.) --�-- FACM I ,/F - --- - -- . -- - - P, "I - � � [ im r-0--T � PN 1 - - -- - . - I j - -.­ filml V Plis 7. 471 . 1. - - - - "J ­ -1`OO - I - - ler . Ao ,Ao I'm - 1,16i SlPACO,= P #1 FOR MAX. A.&D. =AM I- DESIGN LOA0ONSLY&VANUD, MSLW CIS USED. I zI, , P. . � �.vo.0 CONCRETE Olt , , , "" If - -- A!"1111 ��` , .1 ­ I I �� I � � ,� � .:" .11 . - , , I ", � I - I "'. . � I � 1111 .. . - �'­ � I : : 01 if I I : I - - �.-i-,,q . ,V a /,� I M FOR UJMOI 0 I If I " it I I i I I . Y .1 I , Lt� I i, I TANI &I A A.S.D. DESION LOAD mkv" PA11a LENGTH 40 PSIF OR LEW G.-S. > 40 PSF TO 5D PSF 6'-2- > 50 PSF TO 00 PSF 5­10- A Ma. PANEL LENGTHS ARE ON VAUD FOR INSTALLATIONS W1 SOLID SET ANCHORS Ill W1 A SPACER AT 12 1/2" O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL(j) 1/4.. 7A" , i/4's TAPCON 0. . g=W000.110 "X" . IV ..e =AIN ANCHOR 0 91 C. , , I CONCRETE BLOM �/, 4, CONCRETE MXK �,, , REQUIRED. .11 PEOIJOW. �,, , ., - 1j, ., . 6 � 20 � - - ;�, .1 I 1 /2, . ,2) 11, .� I',,. � t 1/4' I I 11 -- 1 1/4* , �!� tAAX. � : ',. m-a- . - " , I i I r ��: I .. I � , 1� � , . �w LOO �1*111]1; 7 0 �. ,; : , I �. v I ` - �, I x ; i '. Am , PAfATIOM - I ) CLAM. Lf .� - .t - ": , . 1� I I , Is I 1. M­ I fitMia LENGTH I (SEE ELEVATION v OR SHEET 12) : � . - a , , , ���.�,�,��t""""��,,�,,,',,�'! , L/2 . . .1 � ,��',�;, '/ V </1", " It - C 1) i ... �� I �,,' - : ­�': .1 � �,,�5 `��., I I 0 � :,e,�� ", I �,�.. J, � I . , . e a vr . - at I 1 3/4 . ',,/�'��, . " I t - f 11 ,�,,,,: , I - ,/^ E"'(A) � iNcHoR 0 a, ox : = rr�OUIRED 'O'CRM OR OLOCX REOUIREM SIM110K 0-1 Of RECULAR PANIELS WALL M09HUM SCALE 3/8- V , I 10 V., TIL -ai-v : is. I'V MAX. 11" PANEL LEPI (SEE ELEVATION � I I ON SHEET 12) i � , U',­ 7 �1�1"' ; . 1. 011" I 10 FMO ,",,�,', �� " 0 . , ��'.­ , - , a a uvoc I ; L I I qq ,-, I ... rrr ;` .. 1 -- - I C4) 1-1/4'. TAPCON I ANCHOR O, O' 0 C. O CONCRETE OR - i= 2 Al2WANIEL WSE!'INURI BLOCK AEOURED, SIX MUM Is a Is MR OACHM NOW TIME I YO7O� - IYPI At SPACW FOR OWAUAYWA INTO Up" ."" now OWN (hi, 3 IM PWAC BUKBPM MM&W ANCHOR 9*40= AND MR"- -- *-- 4=011�);­C;� POPUPPI I, ----- I - - i� - MWE 110TANCIt ARE POOIM =rM SCHLOPUPILL FOR ED. Lm THIMP ON SCHEDULE Nfrom Pacmix VIACOM 1, MUL-se".1 WAGAM ]PHUNN - SCHEDVU Of V4 muopm FACTIM MO INS OPOPIAMIN TO K POOSOLL ARM =� M NOW _ , ,,a- em RC)UCW SPACING CinAiKU USING FACTOR SKIPLI POT K LEW! THAN - -- - -,-- I ... - I—— ­-2.'T ­ .- � I - "I WMM WW,M WAWATO nk EMI Akt" TYPE ON T"IS 90*�DW r ­ I , � - .1 -11. 3 "'r - I : k : . q) I L 11`*1 �p �­;t YA . : . I I . � 'L* PAUL. I I It' PANEL If"W" (SEE ELEVATOR ; I ON SHEET 12) 0 1 -- I I 6) i I I t 1. -I--# a) a) = CO -u -Cu >, a) = .E... .0-0 =; 2 a) 2 ca. = 0 10 2 a) C C�- Cu POO Q.- - - 0) -PI.- 0 a) .4-, Cn a) -1., C a) = -0 Cu 0 0 Ca -0 -= - Cn _a 0 C 2 5. C 2 a) 3: C 0 0 u- I#- Cu - Ln co P -0 a) 'n E I- (D ,*, Cu 2 C:)- 8L IP- Cu -0 ,.O- .a 05 < 4ILiz (Ti 4 - i'W $D*ACIM "� i 9 TO CLASS - a vj�- ��- L m Rp MOM I wasiI, *a r-r) . : I IT I I v MAX, 1. : PANEL LENGTH . (SEE [LINATION I ON SHEET 12) " 0 1 4 E.C.0 r,-�.-�".", I i ED.* -.,,,'. I , , - ,�� , , 1,�,,,,,, ­ , . , I , i . _..,,:_i - L . f - I .1 . ; I- to I I �Ea E6, - , - " NZ W �m* LP . ED w .-J WA I ��, 1, 1011, 4 vaLn'.R., " 0 ta Iffl.. IOU �� , , I , I -1/4-4 TAOCON �­J/41*0 TAPCON ANCHOR 0 IV O.C� ANCHOR * V OC C:3�0 CONCRETE OR � P P,.511�PUKD CONCRIM OR REGUMM CD REY . Proumm, ALCM00 R-2A 0 REGULAR PANELS 0 "WIPSINIFIL WALL IdOUNMNGS ,!"I!!,NY.- SCALf 3/8-l' � ANN FLORIDA SUPILDING CODE w ---.---... INSTALLATION DETAILS FOR UFE SAFETY PANELM INTO WOOD STRUCTURE :-� � -1 ,.; . � �'i �. -- - ... T� . I � '.1 � � . � . 0i � � I I.. . ,, � I L'­ � "I .- ..="MR � I , - I 1. ,-- � I ��, -- -,WZ.-EAM I . - . I . �- 1, . - ,. IN ED , . - i�i I - 7 1 - 1. ". , ", - ., - t I , I , 1,1 " _7­--i , I ,, R I � _ g . � , I " 410 TAPOON �, �, , I i -, t:;A70N I � � 11 _zC 04 "I I �� 9, 0C, '. ; I 11 . I r I . , 1, , i , � � � l�: � 1 lt� , 11, I � �'. , 02 1 , .., p ., It. . , 4) r 11 44� 1 I :� . I � -Q moim t . . �. .01,949,19 54 s 1/4' 1 , ­ I I ; ., I I 'f� I f/4- j 1 1 1 , � ; I. ,. . w­ -- - - I I MAK.,, - - -- I � " I , 2- ' I - . I I , . 2 ! I I C ",I,r ,,� i� , I L I , . � � I . ,. W. I �! , I I I 1. . : r ' r- I 11 -- -- � � - F1 , , DFr;,CJ�l ! (j) 1-1. J I mul 01 4 : a, I .-J 'r'-,-.a�q ­09 ,.! �� . w , I It ,- I -� R.. : I ­24 - " � I .5m. If � ,., .1 I I i *L' Nut " *1L ! '.' M" I " , - ­i� 6. PANEL LEPI it I PANEL LENGro 11 ! I ., I (SEE UIVAION 0 (SEC LEVA ON SHEET 12) ZirT Y1,2"), � . i ,- I I . - f - -T­ . � oil I 0 I I . r : $ ,- - : ��,,;, - . I � 11- � -- - 11 I' W. I . To GLASS, : 01 , cl) if %--SEPARATION : : I L/2 11 t 6 :. C. I i I - 1� (0 . L--� 0 . & . /� t 0 a vr m I 1, � I - I P,i * : a a vr Gr !, film: T-1 :- -'' II I I k��-- - - L. � A E of 0 1 - �� � � � - - I . I , --r � - , : 2-.4- wow'. I .. , I I 1, -- � 2,A% WOOQ ... . �� P , I � I I PLATE I !" ! , , ��� � 1 I REQUIRED i � , REQUIRED i I : , I !! " 1 � /4-0 PANELMATE PLUS 1/4-0 PN*LMATE PLUS " - . , I I , - Ox 141 11 - O.0 . I �� I ANCHOR 0 12 112 � ANCHOR 0 12 1/2 I � 1 . I J� ; � , ! i � � ; � - .� ,-- - , �j � 11 � . . I I , , I I - - - .1 - III. -1 � I vim IL-2 I JAM"mm, ,..,....,.,I# ... �` ft"w .. .. NOS ..�­!!��;,111 !1� I . . . 7\ , No. 44157 " A FLORIDA BUILDING CODE (Non High Vsll�oclty Hwu ca" Zone) *: * I �9= III ec vp . . 24 GkGE GALVAMW MM STORM PANEL . 1. siATE OF ---- --- - wmk ff� I . iNSTALLA'nON ARE ONLY VALID FOR MO. A.SrD I .1: . W/V/3m DESIGN PRESSURE RATINGS (pA.f) AND PANEL W'. , "ZOR F�:�=- GLOBAL PROTECTION PRODUCTS, LLC. law- /T1 LTECO... \ - .9m 111m, is gnm ' LENGTHS AS PER ELEVATION ON SHEET 11. 46*�i,. 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD , DOW- 11- 33314 , 20-175 /, 7'-` IWC�i MEMBERS TO BE SOUTHERN PINE No 2. W1 SPECIFIC HOPW ,W)NO-76W "a, (8""-47*1 "'Nscit"400- i DENSITY OF 0.55 OR EOUAL Pr. OuLlwaRasUPPEAm ok-Ows?,$ -.1 M fams! . O.OM - , I - A &11 ts 11 I I - ­ p`!9 !, ! I I law - - I I L11 4 z w mi -w *.;-- - CL, G ;P- LAJ CD .�!-: c= 6 Z2- C-- , ­�j C:1- = CC 1-> C�,' - -,, I'D >,: _; = "- C:L . T oj = - v, -= ,*4 -r- .�2 2 ,,:,:3 7,--", 3: -S, w - - I .� , - . Lp �' - 1 :3. I., -= , w 'j :t�, 11 = :-:; - 2: 2 - W CJI , - .- C-� -= >- C: ��W . :, = -- 11 � I = L co , a: U) " CD mn Cn CD C: m 0 L. L. = uj m < z z < -j Q- -6--p (1) 4a) = U) m > 0- CL Q- < -6-0 0 =3 -a 0 I.P.P. CL (1) (i) CID m SHEET NO. SH 1.4 EZI/118, EZI W/18 ANCHM (SEE SECTION EZE ALTERNATIVE 13TIIN ON SWEET ISY Max McI. - M, (SEE 140)(SEE NOTE 2) CUN071E 2 INVA,"W _AST PAPEL(3) TO BE INSWLED AT EACH -4 i POP ARVV ODENINIC SHAL.t ALWAYS BE 0 PRWD D W/ REAR HANDLE 10 FACILfFATE INS1A1_LATK)N Ir INTENDED A U?-TT ? A ?r 10 DE INSTALLED FROM INSIDE OF STRUCTURE 11, rliH AT 2 PER 1 1 PANE. bjQTFS j I 1 I -1-T I �Ll T I I I -%i 1 1 T I-Z I f; STORM PANEL q�SICIV (END PAN �MTER�R'PANEQ (FAID PM0F0 I MAR CONSISTING DIT PANEL I C-t RACIAKN$ *OP & BOITOM It OR PA F0 I SEE NOTES 2. 4 NOICS 4 .3. �2) END PANELS SIVILL ALWAJS BE CONNEZ'F.D TO BOTTOM TRACK OTHEOWLSF A STOP W(VS"ALLL BE PfWOLU AT rOI1 W SUCH PANEL LENGr,i ANrLS Pit BE a 40C p.t PSHALL IF END PANFLIS ARIF. CONNic,it) t() BOriou FWN. LONNICI)ON CONS.'ST Or 1/4'9-20,c3/4* MS,W/ T18*6.3137' WINC, WLICD NUT OR Mi,, 1)4UMBSCREW NTO TAPPED BOTTOM i Ss SOCIS WO a EA cr,'R�p TRACX LOCATION Or FA.1;TENEP5 MAY OF AT EITHER OF TWO 'a SFCIKJNS AS AMICANIP EXTERIOR rLAT FLANGES Of END PANEL .1 (4) IN LAS' T4AT END PANELS AWE NOT Ci.)NNFCTjO To BOTTOM MAX TRACK (7 t,. A SIOP BAR IS OHL Y USE D A' TOP) At I CAST IV16 PAWLS S14AjI BE CONNECTID TO BOTTOM TRACK O&NG SPECS 44- l4 41-111k.- INDICATETI ON NOTE (3) AWIE IN SUCH CASE, CONNECTION Of J. j_j_I ILI L J_j PAPIF, 1; TO BOTTOM TRACK MAY OCCUR AT AN', PANEL LOCATION S SIT WYE A 3' NP,, Tiff t INSIALLAT104S ONLY VAUD FOR WIND - 07 BAR NOTE NOTE SPEED tip To 170 ­0 ti ANCHORS, (SEE serT,r)N E2i & AL,rANATIVE J7WW 04 �11[11 To) _tulw/ls EZI/18. TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL!) SYSTEM M SCA I it: OVERLAP t/4' DW WHXL VALLEY) 17 77�"t 77"77 7 MAX4 GAP SECTION A -A SCALE 3/32-;Al- FLORIDA BUILDING CODE (Nor High Velocity NUT Icon* Zone)l WWI �Anm PC 24 GAGE GALVANIZED STEEL S70RM PANEL DUM, IN .44167 YN', wm/". GLOBAL PROTE CTION PRODUCTS. LLC. STATE 0 ANY, ~ %... 11 S1.111 PA .1 IL I," DIIA on-Ts� 10 (".)M .0107 20-175 OX Z ___ 1 - l!!.1 - - IngwHo - I lug �'Pr .901, Dr, It t ENGINEEPINC3 ENGIP4EERIP4G EXPRESS* PRODUCT EVALUATIO14 REPORT September 15, 2020 AppoestionNumber, 117M9.1 - R2 EX Projecil Number. 20-31IS43 Product fftnubcttirer. All American Shutters and Glass Marvulloctuier Address 1540 Dome Road West Palm Beech. FIL 33409 Product Ndnw& Description. 249a Galvanized SteelSo" Panels Lame Missile Impact Resistant Scope of Evalibmirtion; This Product Evaluation Report Is being issued In accordance with Me requirements of the Florida Department of Buiverress and Professional Regulation (FlorStis Building Comernissoort) Rule Chapter 6IGM3 ODS, F.A,C. to' stallevvide acceptance per Method I(d) The product noted above has been tested and/or evshatted As summsertrod herein to show compliance with the Floittle Subding Code Seventh Edition (2020) and It, fat the purpose Intended, at least equivalent to that required by the Code Re-evoluallon of Oft product shag be required following pediment Florida Building Code modfloations; or rovalloths . Substantiating Daft: . PRODUCT EVALUATION DOCUMENTS EX Growing #20-31543 DOW '24ga Galvanized Steel Storm Panels (FNHZ & Non-HVRZ)', sheaft 1 .5, prepared by Er~ng Express. SO" S, wasided by Frank Sontuardo, IS E. as an integral port of this Evaluation Report . TEST REPORTS Uniform stage structural performance has been larslad in accordance with TAB 202 firel standairds psi East roport(s) OBTASG-11-001 by Blackwinter Tresting, Inc. Large misole impact resholonce and cyclic loading performance has been hurted In accordance With TAS 201 and TAB 203 test standards par test reW(s) NOT-ASG-1 7-001 by Boatinvishn Testing, Inc. . STAUCTURAL ENIGIN Structural engineering calculations have been piepained which evaluate the product based an comparative, anditor tallonal anallysis to quality the follinving deep crItions: 1. Maximurn Allowable, Spans 2, Minimum Allowable Sports 3 Minimum Glass Separation 4. Anchor Spacing 160 SW 12'" AVENUE Suit[ 106, WINFIELD StAcm, FLORIDA 33442 (954) 354 , 0660 1 (866) 396-9999 TIANEII ENO,%,, MIND Ex Ress.com , Rr ExPlE :s xog ENGINEERING Page 2 of 2 All American Shutturs, and Glass - 24p Galvanized SW Storm Pantls No 33% increase in alloviroble Strait$ has been used in the design of this product Separation from glazino is not required For wralallistions outside of WiNJIxone 4 and essential facilities Impact Resistance. - Largo Impact Reshvitance has been demonstrated as evidenced in previously Noted test report(s), and is accounted fat in the ongyrooling design of this product fflnd Load Resistance This product has been designed to resist wind to*& do indcated in the *pan schadule(s) on urs, respective Product Evaluation Document (I a anglinsering drovillng) Instaliatilon Ttft product shall be Installed in %trid compliance with its respective Product Evaluation Document (I a anginooMV drogring). along with all components noted thersi Product components shall be of the material specified In that product's respective Product Evoluabor, Document (i.e. onglineentV drawling) Limitations IN, Condhions of U": Use of this product *hall be in strict accordance with the respective Product Evaluation Docurnagif (I a engEneorling drawling) as noted herein All suppo" flood structures shall be designed to reshirl BE superimposed loodia and shag be of a molonal Mod in Into product's respective anchor schedule. Host structure contfillons which are not accounted lot In this product's tespective anchor schedule shall be designed for on a sna-spectific basis by a registered Professional stromeor AN compone to Which are pormansintly, installed shall be protected against corrosion. comernination end other such d:mage at all Orries. This product has been designed for use wftn and oulaide the No Velocity Hurricane Zone (HVHZ) Respecitfully- Frank Hennardo. PE ENGINEERING &PRESe #Pr?.1)(W654Q I Con Auth I)W 160 SW 1211 AvEkut Sutirt 106, DIERPIELO BEACH, FLORIDA 33442 (954) 354 0660 1 (866) 396 9999 T I AN 0 E MG I N I t 0 1 N G E X P Re S S. C 0 M E 4 G I HE it Ott N r E x 0 0 IF ss. C 0 M ­1 ==-F; :Ila 0-, -A,X-11 II­1i.0 P't", T. Iriftaul "I, 0!i 11M =V1 A igg ­Y%1rT9 I ii� 'J T11 I U, 4 rXI-M. L-11 i-A" U \0 _T 14 "'CIt )(D 1-4 7t. PAY FO V, 1. TFI, ILI,. I ZI It 411- L A VN. IM-* A tt,Y. 104 WALL HOUR' A Olt JTL, �10 III WOO A r "'T r7 X C:,j.0 It I'M T�- IQ`%CHAkL2­ irm"I IA' kZ'4 I W' ­'I'LA4 0 L. C2 20-31543 OPMNAI. IGRAPOTMIM CIMIN DUAL 041, OL INSTALLATION DETAILS FOR INTO POURED CONCRETE. CONCRETE SERIES 2000 E-Z HANG BLOCK AND WOOD STORM PANEL STRUCTURE 1,14'# TAPICON CONCRETE BLOCX REOUOM, ANCHOR 0 12* OC. 1/4'0 TAINCON #14.1" HER MCAD TEX 114.1' HEX FEW TER ANCHOR Be It' U.C. SCREW 0 4* FROM EWE OF 6 scali 0 FROM LOGE OF 4 90 90 X1, UI.. I I 51 1)2' 1 /2' IVS, AM R-SEPARATION- IN 10 GLASS E� POP _r-SEPARNTION to GLASS, POP .01 RNE1 G.-O. 5'-0' E. P. LENGTH All PANEL LENGTH 0- Vol - Cl) ;__SEKAAATIOg 1/4o-2w, 10 "S to GLASS C SOL THUMBSCREW rw wx C Or -L- I I Lin- ___I E.D /2 C7 'V4*0 TAPCON ANCHOR 0 12, O.0 1/4-P TMAC ON ANCHOR 0 12 D.C. R:�OW URED - WOW CONCRETE BLOCK RfOLARED ACOLOW SECTION IEZI SCALE 3/8-1* WALL IdIOUKTING ALTERNATIVE EZjW SCALE 3/8-1- 10"HOu, MN. PANEL LENGTIJ 1. INSTALLATION ARE ONLY VALAO FOR MAX. ALSO. DESIGN SFALI BE 2'-6' x o.4 SEE FLORIDA BUILDING CODE (Non High Velocity Hur Icons Zone) W 24 GAGE GALVANIZED STEEL STORM PANEL 'P� DUBIN aft. PRESSURE RATING +/- 40.0 P.Sfr AND 6*-0* MAX PANEL LENGTH .. STAIE > 11LIEC01119 I -_ - GLOBAL PROTECTION PRODUCTS, LLC. 2. FOR NEW WOOD FRAME CONSTRUCTION ANCICO "IV ­ S. I sym MEMBERS M BE SOUTHERN PINE No 2, W1 SPECIFIC ARM- 1%. DINK. It 3331. '11110-11- 1. 20-175 DENSITY OF 0.55 OR EQUAL. AM. DIw­ . -11. A. I� . .. ILDRADA LI, I A i A I I - ___1% ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)j WIDTH NUMTT.ED (PETUR TOUPA*EL SPAN) I' rap MoUNE (CONN T_' li, TYPE AS "'0) SECTI "ONALA`20 STITCH IKXY5 WITH WASHERED T_ W1hCNUTS FASTIENEDIII, OVERLAPS 0 MIIDSPAN (USE APPROPRIATE SPAN TABLE) PLAN VIEWI V ,Sig U, WISE* 0H 00170 A MOUNT (CON I Type R5Q'D) MAY fit AT 06 BOTTOM /-I'\ TYPICAL VERTICAL MOUNT ELEVATION \IV PITS ELEVATION Top MOUNT Una -OBSTRUCTION Y AS REQ'b) (LOCATION MAY VAILY) =NT PE acirrom MOUNT (W__/ (S"';;LOW I PIPE S REq,) OBSTRUCTION) PANELS MAY BE NOTtHED AS REWIRED. oPnONRLy4.-zDMCH BOLTS WITH WASHIERED PROVIDED THAT CONNECTIONS A"D ANCHOR& A11it USED WK104 SATI-n WING NUTS FASTENED 0 PANS ABOVE a EI ORSTRUCTIOW OVERLAPS 0 MIDSPAPE CUSF QPROVMTT$PAINTA8LEj VERTICAL MOUNT ELEVATION /-2"\ (NOTCHED PANELS) \.V ICES. ELEVATIC114 ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GA" PANELS M1141M UM $ tORRA PANIE I 'A PAPA 110% F ROM CMASA (W47. WINt, IME 4 F. SSfNTJAI FACII ITIF 5) DESIGN ARILOWARILF IN%YAL!A1IUM5IFSS INSTALIATIC-1,15 GREATER i"ANIOASOVIGRAIII 06'. 2,'6:' Ij 40 -145 LED D I,, RAN, 160 1.40 11 Ir, 606. 116 fin I ob S 6 (W 833 fiD4. Z51. _.I.w q 72. 6131,, 2jeft SPAN bt�HWIULI: NU I t5: I ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD 6 PANEL FASTENER SPAC114 TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR L15E WITH POSITIVE LOADS LESS T14AN OR EQUAL TO NEGATIVE DESIGN LCADS� 2, �PAPISL FASTENERS- ARE STUDS USIED IN C09OUKTION WITH ALL MOUNTING EXTRUSIONS ('r-TRACK. STUDIDED, At#W. FTC,), USE 6 27' O.C� PANEL FASTE"fit $PAC NG TABLE VALAIES FOR ALL H" ANID'U",HEADERS NCLUDING BUILD our CONDITIONS). 3. LINeAft INTERPOLATION BETWEEN LOAD$ IS ACCEPTASLE� OTHERWISE USE NEXT HIGH" LOAD, GLASS SEPARATION NOTES: I ENTER SOAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALIDWAGUE SEPARATION FROM THE OPENING TO BE PROTECTED 2_ SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION SMASH LOADS IS ACCEPTABLE, OTHERWISE USE NEAT HJGHIEA LCIA 3 FOR INSTALLATIONS OUTSIDE OF THE HVRZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES I THROUGH J, THE GLASS SUARAIION SCHEDULE IS NOT REWIRED AND 140 MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED. MAXIMUM ALLOWABLE 4�11`�­ N' , Fri,,* DESIGN PRESSURES: Dotit W;ji FASNOTED IN DESIGN DESIGN NOTES! I 6CHEDULES POSITIVE AND N 5 S JT?IES TWTIYV ION SCALCi%1!D FOR,VS, WITH 7 RMINED L.R M SM Er X011-5.11V r6l%Difirffiffil PRE OULINIE CODE SHALL C FIT 16M OF VFLCIRIOA Nr SE LE?6 AN 01 V3.T11,1,E r. 01 EV &XWaW.CTTnA _S IT FOR ANY . E L AS SHOWN. GENERAL NOTES: 115 11611111ATTON NAS BEEN 011 NJ AID MLL D=11CATIO 11 GAE 10M E.J1 0 GCO t 'VI , A TN HVHZ. IIIALL INVESTIGATE 7 N033-t/3%INCREUEI*ALLOWAQLE�TPMM"BSRNLWEDINrM6 1 THE A T OF RECORD, FORLTHE PROJECT ,,RGINEES SUPERATRUD'u"E" USEDSMALL %RESPONSIBLE I FOR THE 10 VIM' ""'"unnolls'luo-25CES To THIS Do IG" WHICH SMALL at C IMOTFED By THE PERMITTING CONTRACTOR, 4, SEPARA .Q - "INIF.-ba" -..I R."c"U".7 711N., I N. SPANCALCIA IIS AS 5 14 SmIreg DETA1,1`0 Nato" IS GeNIAM AND Don WOY PROVIDE IHICOW SM 62DIERAILIN WE OR 11111101111111D IE�ff!INSID INGIN, ANCHT1 SITE SP DOCUMENTS OR USE IN C NJUNCETCVY WrM "IS occumeNr 0. DESIGN PRESSURES NOTED HEREIN ARE BASEDON MAXIMUM TISTED PRUMFtES DIVIDED BY A 1. 112 ZT 1, k�LLRA%Nn7gr,!� T10"CA"i QMkUTIET.1 t KNE WrIll. 7NI'M It WALL 0 SHALL COMPLY 11TH'ISPICIFICATKNIS FOR N. agffir, YTHENALNUM ASSO=AMN, INC. V APPLICABLE 22214IF1.1-ITAME"AND/Dit DOOM' I ALL STOW PAN ILS SMALL to 240A STEEL 110.024� 4 STORM PANELS SMALL COPI TO AIIISTRICT SnNI UAIMIM AIM WITH A=,4U. PY_4.L 12"' r 20, L ALU U 0 NS 3 HALL 0 t 6042-16 ALU KIN UM A&LOY. UWW UNLESS NOTED OTHERWISE. U. TOP& BOTTOM DETAILS SHOWN MAY BE INTERCIIANGED AS MEW Cc Dicta PANELS MAY BE MOUNTED VERTICALLY OR 1106001TVALLY A tZ. NON -CRACKED CONCRETE ONLY. I&NALL ALL CONCRETE ANCHORS PER MA DMINE T 9R'0'=2L. I. IMMOLATE OR PACTICt ALL MEMBERS FROM DISSIMILAR MA "Ar BIT ELKYROLN"S" Tir "Gir 34. INNOINEIRSeALAPMEDHERE OVAL TE' N ,�VROA� DISIGM ALI SHOWN ON LY, USE OF THIS SPECIFICATION ft, III BY0 1400"NZFUS&SAVVSHA*MLM�MGtNrMMRA COST&OARAGAVI APPELLNII FEES RESULTING k MAZIAL F1% FAR N'A CON ICU 014D THAT NBC , FELTYTDR P= W.1c. M -UJM MR BY LOCAL, STATE, A "OrRov. CODES a FROM DEVIATIONS OF TKIS PLAN. CERTIMAYMNS OR A ArZONS Age NT*06 rOTN DOCUMENT III, ALITRATIONS, AD NS'OROTMIR MANOR ro" Ake NOT PERMITTED AND ALIOAIE "IS rERTIVICATION It ILPANE 5 SMAi.LI$EPERM%ffMYLAULMWffHAMNMMUMOF(L)LA8tL 11i VIREVLI. FOU, CONTAINING THE FOLLOWING INFOR TION! a HIMAT 1111121 VISIT ECALCA01111 Iowa -.11N.-M.-INVER ;91P=LT0_ WABLE SPAN SCHEDULE mmomFoxl== "am . . . . . 1111MA0311 . . . . . . . . I 111 Ed Id F2 141 N ki H H W EIA-9 M"IE3 . . . . . . . . . I I =711 =_" I FEE n N F_�A am no . . . WAR am . . . am" vro .1. VIA r.11 M0.1- CONDIIIAI, A#Q,,I.tb IA� TMI _I� AY. ?;YONAL INTERIOR FASTENING DETAIL At. All. I' Y.11 .­.­ �t . V­ 1-I, x, VIA W1.1.1" . ".R. 0I 6 1 M �IQNAL EGRESS PANEL DETAIL ", FASTENING T" in, Mel En Z U.1 21111 'alf 1 20-31543 1 H A&jLAAUkJ&AAjlL6Lim I . __ ANOL21j"l-A I rkt W.-.- -2 220- 0 ow 2 730"_ 2! ALI, V - 0 M14' . V I i r ON 0 Lis, Jk 11) 1A TYPI i Typ �3O.. �04&4; a L_J_� n-u� 830" E L= , '" .7i Eoi %DDI ryp .030" - 2.00n. 2OW. 10440-OUT V' KAM TAU- Olt! V T_ MA 0 313" 3", 0.376 55" we 0350" 112.501)"PANEL Lff 0 290. LCM 50. 14 875'PANEI.LEI Des 0.090* 0109er c4b`?L`� 40, TYP lg*F` ANQF� DWDN ".gWI .9s7­I,-4 1 0. 190�- Z _;A ' 41X '110 Ir A,. SO T::i_ 100 OVERLAP MAX. 4"MAX. CMIIAC.MPA DETAIL MAX. .2r MAR ILI BUILD -OUT III All DISTANCE In- ­111 A A Mill 3.02W OVTftV MAX A I .. I. .... A ... .. 2S. RAN I, T FIT 1.500, I., MAX. -AL T BID D IT$ ANCHOR SPACING SCHEDULE: 24GAUGE PANELS, PARKS-FASTENERS9 t2 S'O.0 MAR, �. 1=OR PREBUM 1H try) - U, To "", " UP TO Ir r MANUPTOW-107 Colly Type CI C2 C3 CIE own Frole CI C2 Q 04 CONN TV cl C2 Ca C4 W316A . 1 V4, CR MUD DIWAYMOVAC04 It I. 7a.-V Ia. , III,?- 9..g* IM: 10.2- am- 16.0. qi. iix. 12.51' 16.5 It, TO, .11tt Ia. 5" J6.0 &Z" 5.1- 12s" J&D" 1W* 5.51, 17r 12.9- 7.7 '0.1., total %3m 6.6, 01- ITT, Igir, B.I., t2.![" 16.0" 5.1- 17 3.4- 13V IA.T` 10.0- Lt' 3.4" 12.51, 16.01, &1" 3.41 12.5- 6,11. 11" 3.41 1 12,51, 16.01, ILI, 11411 33 D[WAILT UTRAC�h +1 .9 52 12 12,V* Ica* I&VI is a- 22'r. a ar. 1%.U., 120"1 12 S., is 0- 13 4­ iD i La"., HT IT, R 11.0" It.1" 160, 13.11" 9.3'� 32.91, 115.01 li+9., ax. la.01 LEV, USA IA.51I &v' 42.ill 16.0" ILirl ox, 13 1, 0WA011D SIT +Z 44 51 12 V� 10 c' 16.0" 180'. 11 n" %Nii" I%T`- CIA" 12 5" It D' 14 0" U.V' - - Ta.. 1 41 - 151011 is-111" Am im,42-11" 12 Ir il.T. 111.0" 154* 16101. 14.41-� 12 T 12.11- ILE I . ISO , 1341 12.3" 14.0" ILV' 10.61' 10.4" 125, L23" 16 011 11 51, 19,0' low, 17 ,,E­V-0 4 Sa 41- I 364" 16,0" * 14-0- 7+17 I.H.1- *14 iNT !Lt 14-0--1 1-7- _HH- Li. I"I 4Z II, 12.5'. 16.0, 16.0-- 11.1" I I 416or. j. "'.;11 I= 41 12 Y' 13.7- 401 Car III, 52. 7 6.zT- CIS! 10.0 9.31 "IN 142, 1ANDINI 11 46 F I it , Z 462VL Ia,' wr, fe.. "4HL 33 IV IF laly Nit POINTS SO LID SIT `kI M.-O-1 40 111.0' 1j,I. . 1 1/4. EMBED 32 12.T* td.v III.AII 1­10.11 4.1 U. 5' 4s Sit 11 A. W rQ Wr 1 214� MOP EM*AMrV I ILL loom, IPKCMRE TWO (Pill] SPM OF IQ IMW WM UP It r-0. Rmit jjr III I sL ior 021111= a C2 a CIE Cil Cl a C4 Ci CIE C4 ;13 41 Ia rz - 16101114.0- 20,gr 12.9'116.0" LLD" ?,$- 12.5" 136,0- 16D. s.7- It " $aar "La. 61'. ALL W. 110.011 is IT, o.V '211, ),&C. I. a., a b" 34,01' 16.0- 7.5- 14.7- 6.0- XZY' L6.0" 14.7 6.0 Via V, &7 1' is a, lot" ldra'_1417' 12.5" _12'r 14,01, to 0-� 1-.F ­AF 127 .2.- - I� " ... I Idjr .4.�, In'. .14. 1 ur C14=- 33 WOOD 'ICRINI 41 40 DUVXAMMMIP 9z 12.9. Ica, 16"), 22.F 16LQ'. fi:E 2-2. y 16�0_ lo.@+' I'll, U,Y' 3601 14.1' 11.5" 16.10`� 9.7" 6.6' 12.5" 1 l.s, , V I 1.21311 Ifilop, I to all ILOI: t6.0., il.s. IET, %Sol �43. r D. Ja 2 V' 12N, I To 'all. Bit- .1 11-114* marb TAP 01UP �0461 41 40 51 72 .21, it. i " 10.0. ".5- ".5" 12, - A— A,, jL0­ 9.2- Sale U.Erl LMO N, 12�5` ff lix" MLQ11 It" it" all, a is. V *:" 1. 7110, A se V4"D 13 AL 1 42 WOOD ou"Mc 40 42 111. 51, Is 91 %3' 4.Sr I 1 C 1 1�r 21; I "L. V, 32�11- 4.r. 40. 0 IS' Ia all i2a. 4.1-- 0. ANCHOR NOTES: i ANCHOR SCHEDULE APPLIES TDALLPqC1DUCtG CERTIFIEDHEUIN, BUTONLY PROVIDES MAXIMUM ALIMAILE ANCHOR SPACING, KA)UMUM ALLOWAINJI SPANS AND PRESSURES INDICATED IN WAN SCIFILLDULE $HALL APPLY. 2 ENTER. ANCHOR SCHEDULE BASED DIN PANEL FASTENER SPACING. THE EXISTING STRUMPIE MATERIAL, & ANCHOR TYPE SISICT OIEWGN LOAD rRILATER THAN OR OWAL TO W.ATTWE DESIGN LOAD ON SMVrTfft AND SELECT SMN GREATER THAN OP. EQUALTO SHUTTER 5PANSELE0 CONNECTION TYPE BASED ON APPROPRIATE MOU FETING CONCI (1014 ME MOUNTING DETAILS ON 3 "PAWL RASITI Ear ARESTUDS USED IN CON CIO H ALL MOLLI ING EXTRUSIONS ("r-t�!CSCJSIUDDEO ANGLE, ErC) USE615*0,C PANEL FATTENERSPACUIG TABLE VALUES PCIR I , A, LL - AND "U',-= (INCLUDING SUfCDOU1 CONDITIONS) 4 ANCHORS S at INSTALLED IN ACCORDANCE WITH MANUFACTURERWINCOMMENCIATIONS I. =M`UW "LIM I STIELICTvRest"I.I. CONFORM TOMf,4gr,1UQCK 1 1, - TmrmT SHALL Of AS NOTED IN ANCHOR L t MINIMUM SMINOMENTANOMIDGEOISTANICI! XCLUDES STUCCO. FOAM. BRICK, ANDOTHERWALL FINISHES WALL FINISHES SHALL 31 LIMIRIED10 k/4" MIRK Olt &HALL It VIRIPISID BY OTHERS TO ADEQUAMV TRANSFER LOA60S TO HOST STRUCTURE B. CONCRETE ANCHOAS NOTED HEREIN SHALL BE EMBEDDED TO UN-CAAWD CONCRETE ONLY 9, WHERE EXISTING STRUCTURE Is WOOD PRANING, EXISTING CONDITIONS MAY VARY. FIELD VER]PY THAT FASTENER& ARLE INYOADBQUATE WOOD FRAMING MEMBERS, 140T PLYWOOD, FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. LO� WHERE ANCHORS FASTEN TO NARROW PACE OF STUD FRAMING, F46TIVNERSHALL BE LOCATED IN CENTEROF NONNAL 2' X 4- (MIN.) WOOD STUD ( DISTANCE IS ACCEPTABLE FOR WOOD III NJ. MG E FRAMING), WOOD STUD SHIALL BE -SOUTHERN G-0.55 OR GREATER DENSITY, LAG SCREW SMALL HAVE PMUJPS PAN HEAD OR HEX HEAD, 11 REMOVABLE AN040MARR DEWAL.TPANELMAT9,ALL-POWMSWD-MAIRASBBU5HING Ia MACKNES_FMW!S SHALL HAVE It2'MIhTMJM ENGAGEMENT OP THREADS INTO THE BASE ANCMR AND MAY HAVE EITHER A PAN HW NO TRUSS HEAD, OR WAFER HEAD (VOLIEWALK SOLT) U 3, MIN111,40M 94EOMENf A*EDGC DIST NCE EXCLUDES STUCW OIL OTHER WALL FINISHES. 14 10 DESIGNATES ANCHOR CONDITIONS WHI04 ARE N07 AOCEPTAOLE USES. 1 9 * DIRECT MOU InINr VONDITIONS. US LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES USTE0 ON THIS SHEET ­-MINA"'l, lilt" 214 Intel !,� . 4 49 It i I Cnco > -few, a) 2 0_ 0 2 C:j. CU ­0 CL (D a) I CU 0 0 0 C C Ex. C CIO = 0 0 1p- CU U_ ,- 0 CU > -0 0 E " 0 (D , 2 Cn CU _0 C CU -&-o W Z Z W mi C., Ca -4 C111 G) G, E W Ou I.J C= J2 (D (D C_ -*=NO Minna CU 0 U) CD CU L_ 0 Ca W Z Z _j SHEET NO. SH 1.5. I