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HomeMy WebLinkAbout6518 Beverly Hills DrABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orA.H.U. Au Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Aitemate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BILK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Brit. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int Interior STO Storage COMM or Comm. Community K/WALL or KN61I Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Latin, Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.Q.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cemenbous Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical OVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ orw/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3' PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE 06-14-21 5.1 HVAC DOOR TO 2652 PER C.M. 11-29-21 6.0 ADDED ELEV KLM PER C.M. L IE N INI JX 111SM 1941 Al B 1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS -------— -----._...--- SS RETROFIT DETAILS ----------- D1 SEC 1 IONS & DETAILS ---------------- -------------------- WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1_1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. 0 a cv ci C� C' W O -- C: : c 2 4 cn a,.o c E ro 0 RECEIVE D NOV 21 2022 a • C? r To the best of the Engineer's knowledge, information and belief, the structur* 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. 0 N COD R W c'nnti- W M v a a tp LL LL LL d Z a v t�4 �wm 5 �c W�pjO' m w J t In cel N Z Q ILW ZN OU W D11 z z z o - N i7 V I N z C9 t5 Q� � U — � OLLJ Ul r— w � • -® C— c s �N M ti W Z o =o oLLz® 2 } a� a E °H O (EO N az wg W2 aW w L °dQ mS n3 co_ '0 gZ Z J2� gU5 C g ao W 5 c� � �a z �k yLL r� � a 0 Q L : T N Y � f U) m N m LO r ¢I 0) N O .0C14 N Cj) LO r 1'— LLO E d• Z Z 3 E d• 0 r- a E w o U -J a tj JOB NO: > : -06458 SCALE : AS NOTED SHEET NO. C S A VERIF METER S3 LOCK ION WITH BUILDER II �IIC]IIIIIIIIIIIIIIICJ�a11111111111111111C]IIIIIIIIIIIIIIIIC]1lIIIIIIi11111111C]11lIIIIIIIIIIIIIIC]IIIIIIIIIIIIIIIIC]III�IIIIIIIIIIi11C]IIIIIIIIIIIIIi11=111�1�11����1i11�1��J 13 O i I OWNER'S SUITE ARPET ELECTRICAL PANEL BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED - FBC - GARAGE 08. W.I.0 ,. • OPENING e1.N1;;.NhMNNNMI :(81 0 DTT2Z ' BASE -• ' ED FAMILY RM CARPET Lff HANSON :• A.F.F.. ROOF--x • • �. 1 . . WALLS TO BE FLUSH. VERIFY IN FIELD. d I l� •HRU �■ -' I V III = - -_ ®- �^�� ��= �. 1� •• •�' I 1 - - =u I�I■ ft ••. - _ �� F. .=111Milli! DR AT ... :JIIIIIIIIIIIIC711111111111C71111111111/,r ..: • .. II 1 r= r- •ram - -. • •- . �- - ...CARPET 10-4 L I- �.: O OPT �11111111111111=IIIIC]1�1111111=11111111111111=IIIIIIIIIIi111�1111111111111111C7�1�111111111111111111=11111111111111111a'L�C]1111111=11111111111111111=11�I11111111111111111111111111� �� HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X38� 1$�X37� S.H. 14 20X50J 18JX50 S.H. 15 20X63 18JX62J S.H. 16 20X72 184X714 S.H. 11-12 271/4X26 26X25J S.H. 1 H3 27 1/4 X 38 J 26 x 371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1 H5 27 4 X 63 26 X 62 112 S.H. 1 H6 27 J X 72 26 X 71 112 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J• X 38 J 36 4 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 37JX72 364X711l2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 lJ 52 J X 37 J S.H. 34 54 X 50 1 52 J X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FqTIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 ( +28.3 / -37.0 +26.6 / -29.1 +26.6 / -33.5 �G SEE SN SHEET UH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND i1111111111111111 - .: TYP. 2x FRAME WALL * H B-# EGRESS EGRESS BEARING WALL A S3 O INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND 29'-8" 15'-10" 19'-6" Vol REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM 65'-0" 0. AREA TABULATION "Al 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 20 TOTAL AREA 2372 FLOOR PLAN - ELEV-Al SCALE: Y4'=1'-0" PATIO 23 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 I (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) N 00 CD 4•-- C. ,�,�' o C:)ucl:�'can C k-� CV syn-d cc .aL r N ab 4c ' 3 4 N � T ti 0. v b'. •..���J ��� 4kr� UJI m 0 �sS �`°.• �� � 1,ROFE L � rlrtlit(tEtt4 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. V N CD q e 040 a = J .. -L tl! rJo U_ a 13Z r m °� a 0 o W � C0Nm �°'°' coZ W NZ d N Zo cai 0 U z C, z �J - fZ � N (J) M V) a a c.9 6 ty W � a J T O W 8 N N N , J3 w AM U � r'X c N c • s N co CD W Z M JV5i LL 0O 7d E �g YV O U � QQb iU r W QO ©z z¢� N ro w g E Z L ra N G Z G Y m 0 Zz z J 4 d {� C 3 $ Z z W Q W rk CJ �° LL � o a 0�C.0 0 3 O l > (D LO LID r� �C r? N T- U) m N m r O N ` 0) Lid T < Z M V i E c a U JOB NO: 22-06458 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w MEDICINE CABINET 00 x x ILL 11- M M M 2 E KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER CV 121,1119110 KITCHEN O 00 0 co NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. CURTAIN ROD TOWEL BAR ON BATHROOM WALL io O O o `O `t o M SHWR. HEAD TOWEL BAR IN TUB OR SHWR. SHWR. VALVES a SOAP DISH C( BATHROOMS, SHOWERS AND TUBS 0 TUB DOUBLE RODS SINGLE ROD CLOSETS/LAUNDRY 0 M i� O fV OPT. REF. O KITCHEN BATH 2 16" FOR LINEN 12" FOR PANTRY O 00 MIRROR OWNER'S BATH INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 30" H UPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE COUNTER TOP FINISHED CABINETS - 0 30 H BASE 00 LL 12 C° 0 2x � 00 FRAMING T 1 /2" GYP BOARD — T FIN. FLR. • I 2x P.T. SHELVING CABINETS - ISLAND COUNTER r � O ' CV CV FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 00 N o .w O o J a O a R14 a� y C cx aF 3 R a •= T N d� C a C >e b v .r w J�4 y�i I, �4z- "" o p S \ RfO i! 1 e`<!°°�\ To the best of the Engineers knowledge, information and belief, the stnrcxural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, W W o g LoF• m a� r �Q7 m Yi fANpJq s d1i N M V J It �Cp LL LL LL M J LL _ 2W Z m c °' o- t m o W Whoa, J LLpt < N OU Z W ❑❑ 0 z_ z � z o s J — d N z f1 v0 0 u.r c NLn Q- � M W 8 � Z® Q E i--• wLL R U a U z _ cC r6 N C o<_ � ¢ w & w zZ z Jb 8 Z2 5z W a3 V <� �z J � 1 0 ° OV �„� zla �I3 .2O > CO � In LO cc cc N H qt � r N CT T LID _m <I O N o O N T 0) LO � Q � T m N' y a z Z E qt m c 0- 0 ° $ o JOB NO: 22-06458 SCALE : AS NOTED SHEET NO. 2 O ;t HEEL TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 14'-0" RIDGE VENT 16070 OVERHEAD DOOR FRONT ELEVATION - Al 12 Z:::::�5 SCALE: 1/4"=1'-0" IV-0" RIDGE VENT SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 12 5� SHINGLE OR TILE ROOF PER 4'-0" RIDGE VENT COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS T.O.M. ----- ----- --------------------------- ------------------------- — — — HDR HGT. 6" FASCIA (TYP) T-0" TEXTURED _ o CEMENTICIOUS 00 FINISH ON C.M.U. zo (TYP.) 25 SH 25 SH -----------------------------F.FL. LEFT ELEVATION - Al SCALE: 1 /4"=1'-0" REV. 09.24.21 a+r co 00 tcV c O a u.r w ac in cc d # cc .., '.. cc .O O p- G A p G. v i O . %v f °•�v J CO�� 6 . (d Q. J O. r01 °• , •� „ # •° °• �� ,rr`/��`tdttS114110N 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 Cade - Residential 7tt Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a a m,E 8 LQ 0 G a �c'ia� 4 LL LL LL W 0 u, Z mcc a 0 r9uj �C_ W N`O o O W_ �pjOf Z J O MIL CL a N OU Z 0)W I� 0 V Z 8S Z c Q v rz V) z ,B (E)s l LL W t'CI '— U � z(♦ J LLr05 L1r Vl 05 Q O W Z Cl) o� LL E zffi w >p a® O E V a� U wa z Q 1_ N � �~ Qo 3 wZW K J C gLL zC) pW QO WC)3 � H O Ln m �i� co t � CV N J r � LO T N 0) N ` Oi LO r L T E f�0 may. N E o Z C it E p .d. C tl [) Q i7 J JOB NO: 22-06458 SCALE : AS NOTED SHEET NO. 3.1 c a SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS- 12 5� T(1M — ---------- 1'-0,. _ W-0" RIDGE VENT 4' OFFRIDGE VENT EXTENDED OVERHANG TO BE CENTERED ON DOOR 35 ---- -------------------------(2)-SH--------- -------------------- 1 V-0" RIDGE VENT 12 5� SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 6-0 IF TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) ------------------ 5068 SGD REAR ELEVATION - Al 14'-0" RIDGE VENT 12 HDR HGT. -- —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- ------ 1'-0" 1'-0 TEXTURED CEMENTICIOUS TEXTURED FINISH ON C.M.U. CEMENTICIOUS 3'-0" (TYP.) FINISH ON C.M.U. (TYP. ) F.FL.----— — — — — — — — — — — — — — — — -------------------------------------------------------------------- RIGHT ELEVATION - Al SCALE 1l4"=1'0'• REV. 09.24.21 o � N CD N c O � W 0 cLA-CZ _ Y Qyy N i C E 1 y cp d o . w d cu to d .. c E Ccc a � .10 ,.} 0 ., FE `!lirR Olii1 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 - Residental 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages hearing Engineers signature and seal. 0 W a L11- o CD (0 N 0 '�. ik LL CCp J LL W M JLLU- n ii YS� S0 W0 C4 0 W Z ILN fh 2 OU = 0 W oa z z Z np J f d � N ,,znn V 5C O J cz' - W W 8 0 Wch �N 3 U,W ¢ C w ti W Z E E Q co 'i H g 0 R�i U � C o d~ 0 z N � L ao c#o ¢� mo N C N S9 O9 oLL Z z Cp aw o� a ao W HLL �w �z F¢ 3 O � > (0 , ^ Y/ rn To ^LO to co :3 N N m m L0 Q� O N o N 0) LO E m _ ;ri o Z Z E E C a U J Q fa J JOB NO: 22-06458 SCALE : AS NOTED SHEET NO. 3.2 VARIES 11-101, CAP = CAP 2" *NOTE: I" RADIUS FOAM TO BE USED ONLY WHEN 1/2" RADIUS to Cil 2" REQUIRED BY 3 1/2" RADIUS - - AN COMMUNITY 9 3/4" RADIUS — 00 SPECS. IF NOT, N C;, C2 GO DETAIL TO BE OPENING VARIES 2 - 2" C:) :W Lu BUILT W1 STUCCO. 1f2" RADIUS -- C= 1— 41, VARIES =FZ I Av =104 EDGE OF >< OPENING VARIES 1'-4" N f 40 C14 VARIES 2"' 2 Cl) VARIES AR V-011 C"! AN w = tj — 1 1/2" RADIUS — 3: cc w cu 4" 41" 2- Z3 -S.- w cu cm 2 4" 1 2 1/2" RADIUS (A cL 34. to c%- cD VARIES 2' co 3" 1" BASE BASE 4 2"/ 2 I _L 14 4 l'-8 V-011 4" Ln A "NOTE: VARIES 8- 2" FOAM TO BE USED ONLY WHEN a _ ED 3" REQUIRED BY V-6- COMMUNITY SPECS. IF NOT, ill OPENING VARIES DETAIL TO BE BUILT W/ STUCCO. f2" 1 1/2' W ,US IF-E EDGE OF k.1 14 OPENING 1-1/2" THICK 1-1/2" THICK To theuaofpEangndineseperscifknowledge, nitnafonrmedawtiotnhian nhd bief, 4" 10" C14 ry 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 v 10.1 6" = Engineer's signature and seal. 24 W Q .'e c"4 co cc Lo cq 0 CO U_ LL Cl -- uj z :F0 12 CD 04 yyzY 4 r- 91 2" 4" 2- LLI W W a) I A u) 04 Z C'4 c� < > IL 00 cc) z rn 1-1/2" THICK 31- 0 21 -1 4. C-4 4 2'-4" 4" N -- f- 13 C1 511, 3" > V) 4 (.0 (1) 0 ;0 4-1 ro 10 2i VAR[ VARIES0 Lu 4. V) V) to W E VARIES VARIES < rn 8" 4" c:) Z3�29 6" 4" ;0 __j KEYSTONE Fl 1 KEYSTONE Fl 1 1, r --------- 21 �R i OPTIONAL OPTIONAL E E q so 00 F7 5210 a o KEYSTONE Fl 1 KEYSTONE --------- - YS OPTIONAL OPTIONAL ZD 3" E X c:) z �z 3 ) T it c1j 4 4- GARAGE DR. OPENING 4" 3" 1 4" WINDOW OPENING 4 Y"dj t ro 'o Cf) o NOTE: z U:' 2w * INSTALL OVER STONE, TYP. z o a FIN. TO HAVE TRADITIONAL o L) VARIES z LOOK & SMOOTH FINISH 3. W mole * FOAM/ EPS MATERIAL IS z ACCEPTED c=. <g c=> W'1. L P o�0 M NOTE: •FIN. TO HAVE TRADITIONAL LOOK & .2 It, & LO C) SMOOTH FINISH L4, V-6 2 2" •FOAM/ EPS MATERIAL IS ACCEPTED 5t (0 3'-8" 7" LO LO 10.1 4" 101, l'-4" ZD ZD 04 N 24'" 13 e4 2- L4'3;' IL zr� '0 r;0. f2" 04 1 ED 04 L0 c1j < 04 Rory I C\I b C14 04 ul LIZ < Cn hs 0 I j E z OP ;T z It CL M E E -0 0 70& JOB NO: 22-06458 SCALE AS NOTED SHEET NO. 11-11, ilt M 1" GENERAL NOTES: Er • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F 1 • ACRYLIC SAND FINISH 3 x a rn cs 0 �p J 00 UT S e J oo 0 I to 0 c9 Q N E E 0 N ti 0 �I i a 0 Lo 19 a N ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR NEMA1 150 AMPr 200 AMP D lights & outlets D appliances and GFI DWH Range HVAC 'V so=zro 200=4/0 in 2" Conduit 200 amp 150 amp UND i nLedKI SERVICE BYPOWERCO. AINTERSYSTEM e Cu Ground 11IJ BONDING NDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan Is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance With UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped With a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided With a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 5)4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX �_o WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE © EXHAUST FAN 1 ` ,QI EXHAUST FAN/LIGHT COMBINATION KD ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PER PUSH BUTTON SWITCH (OPTIONAL) 1-0 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 UQ ELECTRIC PANEL DISCONNECT SWITCH L 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 fit 2ry AV ).Q DTI, PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER vt_vtvn I LtJ [ILVt_r 1 nVL_L FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. VERIF( METER I OrATInN WITH ELECTRICAL PLAN - ELEV-Al SCALE: Y4'=1'-0" tV o U 'y' 0 w co r— 0 -- m r-i C W d 'n co o •vNi � q p m 'r Y c o = ,= C � o 0 N N 0 N c� 0 To the beat of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N N T 7 US �NO� m n C J U. 9k tJi. tL w tL 10 3 a ax Z �a� _ 8 SRC 1 Wc"O' �0�cc m w Z;Z Q C"I = N OU 00 W E CD r Z N 2G dd Z � Z J d N - N V LL � 4--+ r„ � w Ln LLJ Ln U ' W 3 Q c o M w Z 78 _j 0� E oLL =® �E OV i— �� 0 oa wg o � Z pO E CV .= wo w Z ¢� t C �o o M ~� c ZNgW —� ° g z (V w g ?p W �w N Z wy6 IIIIIIIII� [] �V w za of a t- i;3 O L1� rn Q C9 co J T vJ m m L0 QI O N O O N ) 0 T Q � r 0 Z ro Z E y 1n c a E U JOB NO: 22-06458 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - Al Attic Ventilation ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented 1/150 Rule 1/300 Rule Off -Ridge Ridge space. The ventilating area may be reduced to 1/300 provided that at least 40% (No Upper Ventilators Vent Amt (Must Provide Upper Ventilators) Amt. but no more than 50% of the required ventilation is provided in the upper portion of Req.) (Ft.) the space to be ventilated.Upper ventilators shall be located no more than 3 feet Total (measured vertically) below the ridge or highest point of the space, with the Ventilation balance of the required ventilation provided by eave or cornice vents. ATTIC Provided SQ. FT. SQ. IN. of by Upper -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - SPACE SQ. FT. Total SQ. SQ. IN. of of ventilation to Ventilators (Value to be verified with Manufacturer Specifications) tN of vented IN. of SQ. . of SQ. IN. of ventilation vented be provided Ventilation Ventilation (See Elev) soffit ventilation . OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT . SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. required soffit by upper needed required . STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. needed ventilators *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq, In. Needed) 19 =(Linear Ft, of Deck -Air Needed) Main 28 1 Floor 2373 2278 325 1139 81 570 558.0 (Zone 1) 420.0 138.0 *'NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 0 I I ZONE-1 I I I I ATTIC SPACE I I I I 2373 SQ. FT. I I I I I O 0 I (Al 04 I I I 5:12 SLOPF� I I I I- Lu � I > u- RIDGE O ;12� SLOPE 14'-0' RIDGE VENT n- Q y�A J N 1 LID �4 11'-0' RIDGE VENT i RIDGE I W a I i o a 0 3'-0 N I I 04 0 I I I I 4'-0' RIDGE VENT 9 I RIDGE I I I I 0- 0- I 0 to CN r O I I ROOF PLAN — ELEV—Al_ SCALE: Y4"=V-0" N N CD c CV 0 o f0 N zsmx 4n ell N` W O d co o 7 C= T Q ` N Cc t--r Cc o a cf 0 tP M1:N ♦• r �°°01 ,0 W %v ride .� S E fj. OFF >,o� SS 7�7���''liflltlltlte�E4�°�R To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. I- a 8 N�coo LL M 0 % M y W LL i - a o Z M� 0 A Cl W Mr 0 W usZ 0 Nz ZN OU V W F, 17 0 N z z � z J - N V) Z M t/� C1 Q) 0 0 a--+ N -g � A V 0^ W s tttf^) C N U„ U • W M 0 � 0 oLLz® a 00 Z gE a=w ¢WU �J ro � C o U zz Z j Nm QW f w ? U U W ,Z 3 u LL j0 a N z F� Q� iIw o= u 3 O//� } X ' ^ L• / 01 cc 0 �^W\\� M T N Y � T m m L0 al O N O 04 NT r 0) Ln L r d M o Z c ��}' E ~ ci a U 1 Q pv JOB NO: 22-06458 SCALE : AS NOTED SHEET NO. 5 L _ c c V-6" 1. 5'_7$" 911 TYP @ 1 STORY U.N.O. A S3 C:M!111116 6'-0" 6--0" 5'-2j„ T-1$" 15'-0" VERIFY METER LOCATION WITH 3'-0" BUILDER t, H.B. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ — �- &D VERIFY LOCATION \ � 4'- 0 �\WI �'" H ELECTRICAL PANEL 2 #5 REBAR 7inj VERTICALS w BUILDER TO PROVIDE FILLED CELL 2'-6„ APPLIANCE PROTECT ON ■:, ; ; I : WHEN REQUIRED PE FBC 354" 20'-6" T `ice M2 Cv ih I K o I S3 4+.( J S3 T 4'-10" I2'7a" ILI EDGE OF SLAB 2" ■ I — CJ BEYOND WALL — CJ 4 is r' o� ' - - - - - - - - - - - - - - I: io 0 I N I o= POO= ( _ ra° ' '4 (2) #5 REBAR ................. I 7 I I 1 — '1 VERTICALS w/ in I I OPT. WI 11 OPT. D -3 1/2" I c%) FILLED CELL „ .' '. G r 1 I L- J 11 2 -6 x2 -6 X1-0 FTG W/ (3) #5 E.W. S3 �._ ._ .� �� T-5-- SLOPE , 7'-1„ 2'-6" x 2'-6" x 1'-0" (2) #5 REBAR I AHU I VERTICALS w/ in I W/ (3) #5-S E.W. TYP @ 1 STORY I N I FILLED CELL U.N.O. A / I S3 S3 I °_° , CJ CJ J - - - —t—I- - .... '.'.'.'.'.'.'.'.' O I- . _ _'._'._'._'._'_ . �'�. ...... 9- 25'-1 : 4,�" 2'-6"x2'-6"X 1'-0" FTG W/ (3) #5 E.W. I / 3-1/2" MIN 3000 PSI CONC./ / I in S3LO INDICATES FILLED CELL w/ 3000 PSI SLAB FOR HERNANDO / / PROVIDE Y2" x 9 Y2" / M SLOPE, I (2) #5 REBAR / RECESS FOR FRT. OOR CONC. GROUT FROM FT. TO BEAM COUNTY ONLY / / � VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB 3-1/2" MIN 2500 PSkd6NC TOP PAVER 0 BE 4'-0" I 4'-4" 4'-6" FILLED CELL TYP ALL PLACES SHOWN SLAB OVER 6 N Il VISQUEEN L FIN. @ � 0'-0" 4"BELOW FIN. FLR, ......:. : ■ ■ HOOKED FTG. DOWELS 5" EMBED I VAPOR BARR1,EA „..::::::::::::::::::......::::::. ............ ' W/ 25" EXT. ABOVE SLAB "GRADE 40 ISTEEL" ' .............� ........... -----,------� : 4'-0" I / i / 16-10" o :12':10" STEPS AS 10 10a v REQUIRED PER FIELD CONDITIONS I /�/ KITCHEN ISLAND III I / / :::::::::::::::::::: / / LOW WALLS I,'I'I,,II OPT. 1: : I / - - - - - - - - - - - - �F- I ' lcj: CJ -I.-i I ■ C r CJ REF --1- CJ ■ / III 1: I : _ _ _- _ -_ —t— _ „ _ ��-� - - - - / / � -- ---- — _ PROVIDE 1 y" RECESS - - - � - - - - CHASE TO ISLTa14D � I i - - - - 11 `' 1 I TYP @ 1 STORY U.N.O. / / I F �. ; : FOR SGD. REFER TO / il( \_� L I III (III I o I I o S3 MASON'S SLOPE FOR I I D.W. I III II > IN I .. • •. ( • • • I} t A N .- N oo I M WIDTH LL _ _ �_��-__J_L__J� :: :: III °� SINK / DISP -3 1/2' L_ I 16'-0" 2''�" 6--10" }} t 0'_0 ( _ C/ IY • — — ■: // I I :: 1 It } I :: � I�, r> ' Q AC PAD -0„ HVAC CHASE / BASED ON ,I / i/ LOCATION 1 H.B+ 5'-4" 1 TYP @ 1 STORY U.N.O. A S3 -1 2-10-0J." 1 5'-1 FOUNDATION PLAN MONO - ELEV-Al. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING VVWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 113 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN --'--�E= u' g w CONTROL JOINT DETAIL SCALE: 3/4" =1'-0" #5 CONTINUOUS ,. ; ;,•' �_ REINF. SEE FND. FOR QUANTITY •' ' #5 X 25" X 25" CORNER �•• BAR ONE FOR EA. HORIZ. REBAR, TYP. • U.N.O. -Alternate: The reinf. bars shall be •, •, • •. •, cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" :V O� N CD > W o aC- o '-vmx N O Q � N Y 3 aU w � c is m s� N G im c � � o o. v O �``°'�• �Ra WN 1400 , W O U as '•' F O F E S SIO'� 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 seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a) W F N IQ C fp1 M e� coo N ao f�Ntc-,� iM LL LL W V LL d Z � c yc4 0 W 5ZCp N 0:w 8 Z.O_j 6 z. L N d IL Z N OU � v W El 0 z � z a N - vz � �4-j LL N 'U W $ O WLn In C w W Ann � 8 _ c U) a Q o w Z M p E o1 za 0 EE u �_ ro <S 'e ao WX =° O E H ZCL N <� mo ro C Y �� Zz z - J �w t%i d a w o°O z Z n o W a NW o �w 0 �° CO � w� is a ~ 3 O L L / /•1 CL AW' � N N Y cy. r W m L // Qi O N o O N \ T L i J Q � r ai ✓' �.} V iri 6 Z M Z E m R m d E •• v m U Q p c c JOB NO: 22-06458 SCALE : AS NOTED SHEET NO. 6 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSN CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND 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 2r 3 3e 3r 10 HIP -35.94 -49.57 49.57 -49.57 GABLE -38.22 -38.22 -60.99 -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: 16" EXP. 1 CY16) or 15%2" EXP. 1 03�16) TILE: 1%2" EXP. 1 (32/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 19/3Z', SHEATHING SHALL BE FASTENED WITH ASTM F1667 0000-p3 10d (2'/z" x Q.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=oft 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 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 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 wl (18)1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5"TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** -- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 - 20 16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 - - 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16)1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKS S & (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 24-1Od x 1 1/2" SP1 1 555 535 10-10d SPT22 735 8-10d SP2 1 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 12-1Od x 1 1/2" HHCP2 680 570 1 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 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 (A) OR 2 PLY :ARRIER 1-8-8 CLEAR GAP BETWEEN (8) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD %u 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 (''). (B 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 1 OR 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. TYR AT INTERIOR BEARING U.N.O. x CONT LEDGER 04 cc GO W in OWN M IL ko 00 00 0 V) Ln 01- In S all Ecc uo CL co 2 SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4'=1'-0" cv 00 N 1— > W v ai`,. a G. 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 5-112" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a Coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoed be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load 1.0 Safe verticalload Safe horizontal load _ GENERAL. CONCRETE LINTEL SCHEDULE APPROVED UNTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 81-44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 8F321 B/1T FORM dr GROUT SOLID 4 N �U 0 " #5 BAR CONT. 8F12-1B/1T "V" LINTEL DETAIL SCALE = N.T.S. 1Tis UCJIIaIV/HI IUIN #5REBARATTOP MIN.(1)RE11 Q'D ALTERNATE POWERS F=FILLED WITH GROUT /U=UNFILLED -1/2" LEAK G R = RECESSED STEEL LINTEL QTY. OF #5 ° e REBAR @ BOTTOM ° OF LINTEL CAVITY G ` .M.U. #5 REBAR AT TOP a w ° ` ° MIN. (1) REQ'D - <; 1-1/2" CLEAR z 8 F 16- B/ 1 T Q - pip ° ° h z G GROUT '\ t tQUANTITYOF e ^ _J 0 L LNOMINA 5 REBAR AT 0) c�- WIDTH #5 REBAR AT • O BOTTOM OF can z F vi - TOP LINTEL CAVITY E U 0 W w n z 1 NOMINAL-o OTTOM o ¢ Cj ' HEIGHT REINFORCING ¢ C7 cr 7-58"ACTUAL PROVIDED IN g U. 0 v, �7 5 REBAR AT BOTTC 8" NOMINAL WIDTH LINTEL a Lu pp$ < AS INDICATED (VARIES) r~n S MATERIALS-16 GAUGE POWERS -i-Pc precasflimels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintais = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8' to 11" slump. POWERS STEEL BOXED LINTEL NOTES (ALT.) 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturers specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270low 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 cementitiuos 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 O O 4'-6" LL 4'-6" LL O 6-10" LL LINTEL PLAN - ELEV-Al_ SCALE:/4'=1'-0" N N o 00 Cv F� (.i c c CM. Cn c cc 0 �610 N cc O .. v, C= Cc a Gy c a 3 ce � d o� ro n0 . a C co 0 � R.1 G7 .w �Jf OFESSIO`` /l/lll!lTil � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Ronda Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. In Q N 04 C 59 V r O s 0 C7 m di Cl) MC37 * LL a LL a J LL LLLLI Z C°u a 0L �mNco o W W m w _jO' Z M) N Z Q Cl) cal = N W 00 Z Z Z r, J d "7 N Z v D toL/) C U ' w C.) • Q m �r__ W Z U_ E o f <R E OV 1i ❑aq IT o E O� zr ppU O Z LQOZZ mi CY ~� gww Z �. � oLL ao � W W 3 �o �LL �G =� � a =r cCD Dp mot' ~ ok a = 6 3 � O (0 X ' ^ Y , LO � cc Q cc F- T m ILO '�I O N o O N T LO Z o Z Z E � N a U _J Q 0 JOB NO: 22-06458 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER AR A N LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL ARSENATE (CC -C) WILL L 0 CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF B THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLYA 0VE 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. a 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 TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD P F APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL OF 100 L ED 0 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1„ 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L1480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5, REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-1-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) AC1530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 2„ Y4" CONCRETE TYPE MIN. 28 DAY DESIGN (Pc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Pm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC, TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4. 9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0,148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED']' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B, 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION -- CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify propoW method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkter syystems including all risers and spray heads shall nOt be installed within 1'-� of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FB -R R 1 .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 rainf II occurs before vapor retarder placement, retreatment is require 9. FBC-R R318.1.5 - C ncrete ove and mortar along the foundation perimeter must be removed be ore extenoo t treatment 10. FBC-R R318.1.6 - Soil treatment must be apppied under all exterior concrete or grade within V-0" of the structure $IdewalIs. 11, FBC-R R318.1.6 - An exterior vertu chemical barrier must be installed after construction is complete, including andscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1- A certificate of compliance must be issued to the building department by a licensed pest control coopany t,)efore 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= +l- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1)/8" 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 HEADER ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM S, BEAMS, AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N N `O �V c Op c W c..� O r; d ti a C to CID _ m N cc 0 =uNi do m 3� m w � dQ is co _tv c, tvZ 10 i gR0 , N rti FL 10 'yo S � %/lil]31 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. E a $ ci 41 9 r M M st• 2s2S ik LL u w � c�ktL S a Z ter- o-2 W yC-4ro 00 iJ- I IL r�2pj 0 m w M Z I- N J Z . O U Q � W ❑❑ 0 v z_ C., z C� � z � ¢ c z �4-1 N O W s N c _m w L z- C) • ¢ (Cps `'' � b wg ZZ t E �° U Zg rd ro 3 w E N rp o a wo ado az w W �, s~.. N C g< $ �0 � zO z � W Nye az z u� < g 53 az W =E A �y a s c�0 v k�� 15 a $ O 7 to LO M, U � co � N N J Cr r r m m LO O N 0 � N O 0 T LO T Q T iB ui m �' N o Z Z E N E d- `m C EE JOB NO: 22-06458 SCALE : AS NOTED SHEET NO. SIN V J cc� Q c� Q 0 tR' B p 6 i E ail lZ C 0 U .51 6::: - 0 a 0 cR THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING �.I::::..........1— ....�....... 16GAx1-1�2" LONG 3/4%1" CROWN):::: STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN ::. S'......:........1 ................... .: :...... ................... ...................I:::::::::.:::::: IV I it ( rr_ ,. 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 O O 0 5'-0" [7 STUB -OUT FOR O 1'-0" o ;n GAS METER 0 0 0 N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) -12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" 16" O.C. 19'-3" 1 SIMPSON HTS20 OR (4 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'1 (3)16d TOENAILS 2" X 12" @ 24" O.C. 151-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3!4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 woodpanels 2x _ + 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 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap /. FILL CELL STD. 90° HOOK BOND BEAM cn -- ui CONT. #5 `z STD.90° >I HOOK BAR BAR BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE SIMPSC w/(22)' NAILS 1 5/8"0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRIG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS abov# to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. 2" min. 2" max ) Small gap 4 max. /71 Q— Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit n Leave 1/ a between to of filler blocking and bottom of to flange. 3) Lea S gap be P 9 P 9 2x4/Plywood/OSB web stiffener 2" min. 4 P joists together n nail from each side with 2 rows of 10d nail rr Place foss ogethe and o e d s 4 max required when indicated or 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING V' GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than, l t;nnlh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building 1l16" code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. s, V'/ Provide adequate bearing J for each lapped joist. Odnails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist Bearing Location Series De th I End Intermediate 1305000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-Hrl BCI 6000s® BCI6500s® 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60e 11-7/8" 2-8d 3-$d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90se 11 -7/ " ! 3-16d 1 3-16d 14" 1 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22)' NAILS 1 R TRUSS 'OP PLATE LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — to m Err A 1Y2" ROUND HOLE MAY Err Err DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1)2" 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 1y" 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. N.T.S Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) I —I II II Nail with 10-10d nails. Install light to top flange. SLEEVE THRU STEM • .. SEE PLAN FOR •. • .. FOUNDATION INFO ' d STEM FOUNDATION \ _ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block 'Top Mount' "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4'1 gap at top of bottom 1/4'1 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 requirements 0X Joist oY.1 depth i le I -JOISTS BUCKETS N.T.S. GRADE a REINF. SEE PLAN i (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. i LOCATION OF SECOND H10A SIMPSON 110A.- X (WHEN w/ (18)10d REQUIRED) NAILS UPLIFT =1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'4" CENTERED @ PIPE PENETRATION WN PLUMBING LINE PVC OR SCH40 SLEEVE FA I =I �--- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0"—\ CENTERED @ PIPE PENETRATION 4 d Q PVC OR SCH40 SLEEVE r—PLUMBING LINE d L d _ •f .d d i0 Z . a , • g d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @PIPE PENETRATION PLUMBING LINE 4 a .d d ° da L � a a III — a a d a SEE FND. PLN. SIZE & REINF. c� N CC=V o_ 00 N � o p �- r' CS V c M w O - � °6 �c -. N = �- A = >✓ N N 9: M Z" w o e a Cc" ; " 3 is o c. 0 did ;.' L '�OF E S S1 O Illllllilll 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. I- E 4 S 8 5 N 8 a� � � ~ 0 W ���� S � Ma u " �LLt1 LU Z In � °' o 0 W UNc2 0 829'°.cc W m i5 0 Z LIDM zIL tL d = N OU v W ❑❑ 0 Z c M z v J — U) N zi cc Q) -J N u- 0 W s N c �N ]k U F3 ' r,r U c —O o W Z M J l l p 9 w z¢ i }z L O IN uii io pa �o Z — °a O .8gz zC53c a J N8 cam <w sw N 3 3 T 8 W U a mid W � U � _ r- Jo co L 0 >(0 '^ L / ,^CID o, m J C N a T m m LN QI 0 o 04 o N T � LO d r m ' to E �+ m c c m a E .j v 0 _ ¢ 0M 0 JOB NO : 22-06458 SCALE : AS NOTED SHEET NO. SN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 SNP') VARIES 518" OR 1/2" HIGH-� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ T' O.C. CEILING & 8" O.C. WALLS INSULATION PER —J CHART ON FLOOR PLAN 1 x2 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'-0" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 t' METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER e144 a -SHINGLE ROOF, SHINGLES TO a BE IN ACCORDANCE w/ ASTM . T D7158-CLASS G or H, or ASTM i• D3161-CLASS F, IN ACCORDANCE w/ TABLE - R905.2.6.1, FLORIDA BUILDING 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 I SEE TYP. WALL SECTION SCALE: 3/4"=V-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 FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0 NOTE:EXTEND W1.4MA WWF OR DECO FINISH 4" to 6" DECO "FIBERMESH" GRADE E_ v W _ 6 MIL VAPOR BARRIER D = D COMP. SOIL. a T (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) ON 3" CHAIRS TYP. STD. HOOK (SEE U.N.O. 4" 1'-8" (2 STORY) ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND 1 DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB GG S3 5/8"OR 1/2" HIGH STRENGTH -f (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES 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/ 7.016" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" x A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" ° ELEV4-3 1/2" z 31/2" MIN. L � 2x4 CONT. A.F.F. b a 04 - 6 e I„ bo a • I GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" Q.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GGIS3) 518" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY W/ (10)10d NAILS 2x P.T. PLATE �,P ASSUMED FINISHED ' '11 GRADE MONO OR STEMWALL z FOOTING MONO SHOWN FOR CLARITY 00 _- = =1 = Z NOTE: *FOR BEARING WALL W/ UPLIFT ONLY _ _ — III_—( 'III III III— li -I1 I _. � �_ J .—I FRAME WALL TO C.M.U. WALL CONNECTION Ii I gill. I/" D� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0"QS SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" v GRADE `rrf (1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE LL: SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT c 14 O.H.D. RECESS q z 13 O.H.D. RECESS N v OP . • M y. -- •4 T- _ SEE A/S3 OR J/S6 LI..lr FOR REINF. INFO. 3"MIN. CLEARANCE 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP, WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6--"' FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC IRY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. �.S3 ADDITIONAL INFORMATION. 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 %e' GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. ABOVE) S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"" x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"00/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" 4NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS �31/2" MIN. -11.-j.1-�1t�1�-•11-�t1-�11.-i1.-' 1/2"(min.)- 4" (2) #5 CONT. 4„ V-4" 8" B U.N.O. MIN. TYPICAL BEARING WALL STEP 0 SHEARWALL rc S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3116" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c E GOB" RELY GU 2x STUDS @ 16" O/C M�NN�° INSULATION PER FBC AND ENERGY/ cow FORM SUBMITTED WITH PERMIT APPLICATION 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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD •- •- J . .. • - ; ... �l - 11• I11 I- I1�U�tl�ll�l 11 Ill�lll�ll - • • • • Ill- hn 11 n�i It��ll��lt�ll��ll�l SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALk — - a INTERIOR -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 ,C M 6 MIL VAPOR T BARRIER INTERIOR WALL 4" 4" P NON-BRG. SCALE: 3/4"=V-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE �2- 1/2" GYPSUM WALLBOARD V.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E� 6x6fflAxWlA WWF OR FIBERMESH °' a a• K S3 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 WWF OR FIBERMESH i�-•�� u-�n�n-�uti�t=•-�d�ti�l1. .'=JAI=�t1=11=11�11=�11.�1t= • -'' � 1.= IL�IL�Il�lhl 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 V C e. a — m• �zI_ e (2) #5 CONT. ON 3" CHAIRS 8.� 1 '4„ (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#) 6x6W1.4xW1.4 S _ WWF OR FIBERMESH -11.�11~II=1 VIli�lldlll 8" TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT SCALE: N.T.S. G S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR A IE 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.)T� WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS " _ AT 24" O.C. MAX. " — CONNECTION INFO = ° ' SEE PLAN FOR " TOP OF BEAM & LAYOUT DESIGN o c ' SEE ROOF PLAN z c - - a ' ; ° a ° _ rrr rrr (2) HTS20 FOR STRUCTURAL BEAM SIZE & 4- CONNECTION INFO 2c4 P.T. PLATE I 2x4 #2 SYP P.T. FRAMING w/ 10 Ins^ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 T 8" o.s.s. z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w > SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION a w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS 0 S.G.D. rM SCALE:3/4"=1'-0" S3 E DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS 1LUMN TO PORCH SILL AT 8" O.C. MASONRY WALL AND PAD FOOTING TACHMENTS & 18/D1 R COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL TACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD E !6. z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL RCING. ;' MAT REINFO' U.1 a SIZE VARIES PER PLAN oo ? RA -[ a w/ MIN. (2) #5 VERTICALS ajo FILLED SOLID (SEE PLAN FOR - W SIZE AND REINFORCEMENT) C.0I; a ,•-1 I- o Lu z_ -I -iI w LWLJ I—dW W U BRICK PAVERS or SLAB PER — n gj p _ - • • • _ 0' -0" FIN. FLR.�j COMMUNITY SPECS LL - - " ¢ = - w >�— -Ili = l .=i1 FOOTING v I_I 1='_ BEYOND ti ...• . PAD REINFORCEMENT - -'-' - 3" MIN. CLEARANCE FouNOATioN (SEE SCHEDULE) FOOTING WIDTH CONC. PAo INFO. SEE SCHEDULE r I� TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 814'= 1`-0' SCALE: N.T.S. S3 e� o Fw- o u C 10 C.7 C'V M00 ,� a a co i C y N Y d E C a 3 .. �dd� d c o E o v 0 �,��\Eti1tlIllft. ff �o J �'rr ........ . �+. c r To the best of the Engineers knowledge, infarnation and belief, the structural aural 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. F o g 8 a 0 (V �r v 0 1GZ? m N Mv a 2s2s W C LL J u, 5 2 Z co a. ocg`° O 0 e w co 0 7" N M Z ILW Z OU 0 0 z N z � z J T — N 01 ��_ 0 :5 f� W •U O W 8 � c m Ln w as Q �0 o M i W Z E E o o'z g 0 ar E U t� 5 xo wa Uo Z O E N U' az WZ n' �gz o Z�c J .1 fZ 3 3 $ U W W a C �, o ale M. O > (6 LO LO cu � N Y �N- C Y m m LN al O N o 04 N T 0) L0 T Q LO E cE0 v ui Ci z z E E v a U d o JOB NO : 22-06458 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) —� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINTw/(3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN vaRlES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO - TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 112" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE TO DRAIN EXTERIOR WALL WALL CLEAN -OUT q SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 ■I!!�I�I�I�I�i�!��I■ ■■ICI Ili■� ■��I�I IIl�L� 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION _ _ = PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING P. PROPERLY. OOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. c SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ `GARAGE DOOR TRACK SCALE: N.T.S. a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. sFF N 2x CRIPPLES @ -� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x --- CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING -CL VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP iARAGE i00R W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. �S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) B12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� 12 (TYP.) TYP•) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS r@BLOCKINGW/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) 0 O/C FIELD 22x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _- CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 112" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--- W/ STD. 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 • 46,. SPLICE STAGGERED . If10d @ 8" O/C �. . ATTACH ALL J EXTERIOR STUDS WJ 4 16d TOENAILS TO Y6P 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 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 3P2 2X STUDS @ 24" O.C. 8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL INTO • TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC RECES/ SP4 SP4 NTELS SIMPSON SIMPSON SP4 SP2 r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 "x BUILT-UP COLUMN, SOLID MEMBER OR 2 SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) > (6970# SPF) G (9335# SPF) N. 8" 'OXIED A.T.R. I & NUT 'OXIED A.T.R. 1&NUT 3XIED A.T.R. I&NUT ROOF TRUSS ABOVE %- 2X BLOCKING I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " I 2X8 P.T. BOTTOM - PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4- O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED 0 o TRANSOM FRAMING IAI BEYOND. -PLYWOOD FASTENED TO TRUSSES / WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 112" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 N ev 0 N 0o !V I.- o O > W o ar . C 10 C1 N ,t Z zlaz a 3g`° d = w m t c E o cy (s �gO VW/V • ~ •'� �2 Uj r06�^�Q F L O� .� S 10 \\N \0" E S � �®retfttt;ii4''\� 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. -4 ,8 Ki y � (a 0 "CD M �/ r/i '� N c) . x LL to N (h V J Q C J LL LL W a 4 —vim Z = " �3 W 0^m o 8 W J Z 2 z; IL coz d � ZN OU WUM ❑❑ 0 R �_ Z N r z � z J z 0 � N .� 0 0 m p� 0 W p C m LnUl U w � = �$ tz _ . N w M z zo a� LJL E� w� 0R z• o E v � F ~<= �° z w ° z Q oO N �° cz Wzt L �� �g (� g �gLL ° z�_ m `sw O o U W T 3 U �W _ �G N z i; 3 d LO L m T Q r N T v! m m LO QI 0 N C)O N T 0) T Q L r 07 o z M z N IE �- 11 E v (a t) J Q 0 c 3 JOB NO : 22-06458 SCALE : AS NOTED SHEET NO. S4 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL ' 45dt / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO8 BRACE SCHEDULE FOR �A APPROX 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS)--",\ MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF ` DOUBLE TOP PLATE 2"x4" CROSS BRACE EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM & (2)l Od TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3)1Od & (2)1Od SIMPSON H2.5A w/ (10) 8d EACH JOINT w/ (3) AT LEAST 90% OF WEB 2x8 P.T. GABLE TRUSS EACH JOINT w! (3)10d & TOE NAILS @ EA. END FROM LEDGER TO 10d & (2)10d TOE NAILS @ EA. END LENGTH (SEE TABLE) SILL 11 1/2 CDX PLYWOOD OR (2)10d TOE NAILS @ EA. • 2x FRAME WALL BLOCKING (SEE WALL GABLE TRUSS • 7/16" OSB SHEATHING END GYPSUM WALL BOARD SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ATTACHED W/ 10d GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (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" OSB SHEATHING ATTACHED FIRST 4 ROWS OF () NAILS ATTACHED w/ 10d NAILS AND 12" O.C. FIELD S S FROM (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" 1 OdX3" @ 3" O/C CORD ATTACHED TOENAILS w/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD THROUGH CHORD 2"x4�� LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD (2)1Qd NAILS BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL Zx4'T" ON TOP OF PANEL BLOCKING, INTO 2"x6" P.T. PLATE 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING If BLOCKING, FASTEN WITH FASTEN WITH 10dx3"' @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "fi" ON TOP OF PANEL 10dx3" @ 4" 0/C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING FASTEN WITH SIMPSON HGA10KT w/ 4 () 1/4"x1 1/2" SDS SCREWS TO 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM @ MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" 0 C MAX w/MIN 4" EMBEDMENT IN KO BLOCK- INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1Odx$" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12)10d 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL IS5 SCALE: N.T.S. 2x4'T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.0 TYPICAL GABLE TRUSS WEB ` SINGLE "L" BRACING DETAILi 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION K***2 SECTION SECTION 4 16d PER SIDE 'I " WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4 3 SCISSOR GABLE T BRACE 7 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 55 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR IF >9" SEE 10/S5 X-BRACING, AND TOP " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w! 1 1 1/ (2)16d NAILS WOOD TRUSSES ;0 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 1 12^ " RIDGE FASTENED AT "L" BRACE TO EXTEND AT 24" O.C. ON 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 ATTACHED W/ 2 -16d • AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED SIMPSON HGAMIOKTA OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FI 48" FOR THE (2) 16d NAILS W/ d NAIL " W/ 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (OIC4) FIRST (4) ROWS OF E ES AND 12" O.C. FIELD O/C w/ (2)16d TRUSSES FROM EA. (4)1/4"x1 1/2" SDS TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS 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 SEE PLAN FOR TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS CONNECTION 1 /411 x2 3/4" 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4'T' ON TOP OF PANEL L EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING W/ (2)12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF SAME NUMBER OF ROWS SAME SPACING B.U.C. TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION ('9 _ SEE TYP. WALL SECTION FOR SCALE: 3/4" = 1' -0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN . SEE M/S5 CROSS BRACING DETAIL 12 6.9 1 MAX. SCALE: N.T.S. TOENAIL i (2)16d NA 12" ISH SCHEDULE 1TTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od XO.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. W 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 a s • 8 d > e 4 . . P . iii a d d e'�' • • s do • i, d y i i�� d 't �;li ':, li �I � r, I CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTAw/(4) 1/4"xi 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • w `BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C ,,-MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'4" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4)1/4-x3" SOS SCREWS TO PLATES (TYP.) I- /—GABLE TRUSS I. DCMRIIV\7 GABLE END BRACING DETAIL SCALE:3/4"=l'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK « 1 V-0" MAX. y�A 9c� 0 CORNERJACK � a U w z Cr 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX ' X" BRACE SEE DET. J/S5 -i r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. P- -.q INS ON NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) " f" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION c.a � +� o -o 0 N am -o oso In o p '<dwN .. 7g =�=TJNt a> Y dm-�d s Ca t Ca L � fk Iy .i2 i CD C C r0 � Cj r` •,,,�\��4\S3i1i 11idFTtp�� OWN 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 - Residental 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 g 8 C'��. 0 LL a ' W LLLL p a Z t a 9 O Worn Z I- Z N OU W 0❑ z o v N to z v CD � (13 w U U.J 8 O C N d C)Of W _ • tl W Z M o. zo w a E o cc z i a 80 ZoE gaaz ,. z z °�' _I ab 01 q= sz O U 8 o 0 _ LnLo _ Q ^Oco i m m L0 QI 0 N o c� 0) LO CV) T Lo �' z M z E E a U J Q 0 J JOB NO: 22-06458 SCALE : AS NOTED SHEET NO. S5 I 1A 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. % ' ' /� 1x4 /; FUR " " 1x4 P.T. 3116"0 X 3" LONG /; FURRING FURRING 3-1/4 LONG X 3/16 0 !a� FURRING TAPCONS (2) ROWS 3/16H x 3-1/2" TAPCON. INTO TAPCON @ 16 O.C. & 4 2X8 STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB {REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. %'! 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. 2 ROWS 3/16" x 3-112" �' �; " 1x4 O O.C. & 4 FROM EACH FURRINI TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED@12"0 ' 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. �Ss 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB FR ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 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. /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) INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x $ PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED --2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL 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 Al *MAW MAM r PROPER INSTALLATION MAX. $ #5 REB (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK (1 NOTCH WEB AT t511 FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"0 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"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%- WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w! (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL, D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ` REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH --� IF TRUSSES USED) W/ (2) #6 X 4%s" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL MMMMMN SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL i `— FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS tR ` fHE S I #5 REBAR (TYP,) ' z STD. 90° HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING W/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED _ SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w! 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DDgSIGN 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 / C� STRUCTURAL SOFFIT 1 SFO 1 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.* W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6'-0" A GRADE ° D °> CN ° r g moo. (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" 2 X 4 #2 SYP SCAB TO SIDE OF 2x 0 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2x4 SCAB FOR T-6" TO 4'-0" O.H. + + CFNGTM (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + + + PLYWOOD SHEATHING + + + BLOCKING AS •RUSS + REQUIRED TO + + + SUPPORT SOFFIT 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. J ENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4' SECTION aQ ROOF EXTENSION M SCALE: 3/4" =1'-0" SS cFl= euFl=T 1719 Amn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,-, cr z O a U_ O w v @ FIRST COURSE H SS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD r-- ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED /--2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL - SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1 st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' ,~ u OVERHANG"....,, RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REC?D. 1 r-0rr 51-011 SCALE: N.T.S. >, � •. a .� • #5 BAR x p ° CENTERED W/ g . ° °► IN TOP o KNOCKOUT / c� ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL ° DIRT z STANDARD #5 BAR IN 9� HOOK N FILLED CELL • •,r , r ,s Sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC• DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 34'4" 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 t 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO g EXISTING FOOTING (2) #5x6' IN CONC. N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY :r4 : El �4" SAW CUT A SECTION EXISTING FOOTING j SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. 00 0 C14 as f- _-, C= G .cc m X y �LLG- 10 •N_=e•rs y N C' l0 39 d •, _ E t9 p � to I 1 i11I!!tif6/�!r`e '�N\%\NOWN ` ` •' d4 • � d .,,. ""fill(It :;tae�q',��� . To the best of the Engineers knoWedge, 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 structual engineering portions of the drawing pages bearing Engineers signature and seal. W FW o g yy0 46 or) i$ °N' 1Z r/ ai Q 05 .F J rNi v 9! LL C J LL w q U_ U- a Z 1O `Y, o fm o Wpm W 2 IL cow 00N z d F- N Z U O0 co W 00 cD z a Z M g Q � _ •U W m I OLL, Ln as LL, z W Z M E z o Wo > Q O H V W° xo UEu uo N � a� @o o Ez �w o �< m g z _ C sZ �n 3 o Z aoo W w �W O qa YI4 � O CO L J L o� co r :3Cr N T m L0 r ¢1 04 o O N (� L0 r M T L E It z z E "t m c a _j a� _ < 0 c c JOB NO : 22-06458 SCALE : AS NOTED SHEET NO. SS a J cm a CI e E O `2 5 ti S3 a i a ts 0 LO 0 a N CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 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. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -� —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 Z � SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD 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 TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT CL 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 fLRUSSES HIP SIDE OR BOTH IF REQ'D) C. (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER 2X4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS FPLATSPFTOP INFORMATION. BOTTOM CHORD VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL 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 r8 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 E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS SIMPSON HUC410 w/ (14) SEE PLANFOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE io INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE — SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDU E/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO of COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ r (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. I 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22 SCALE:NTS SCALE: 3/4"=1'-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 1 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. `—• MASONRY WALL BELOW: SIMPSON °.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD -TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS • OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" 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 l�J 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" Q.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/� L (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 c. c \ cr cv � r- d V C LiJ CD - -o aO �•c zi 3 c6a cc �:J.'. '> r y f1 E � o willlllilit/o,�`��f \�g`\`ti SRO N • z�:�G�'6 •�. J 0 e '• SAP ���,` •• F c;la L R0 i ESS10���e�� 11,fl011111111111% To the best of the Engineers knowledge, infonnaWn 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. a W v E a o N8 p Lo V N (j C 0 cc a00 vi fn N LL Q u. JLLiL aw Z =q0 a 0 W 10g� O W � CP m Z «' N Z d J = tv 00IL v W ❑❑ N z � z z a - N m TV) z C1 � N M w W L) -� w OLn Ln c U � w � c Q� CD W LJ.. ;s E WO Lu� Q O w ? xQ oa _° Z _ N �ao s ao o ¢� IT �� L fu �Z a� sw Z g Nwo W U �- IIJ C zi% p U cS O > Cfl � Ln Ln rn Q CIO � r N Y 17 T m m LNii o N o 1 o N � Q CIO .— r E Z z rn E 42) co a E 0 _j a o � JOB NO: 22-06458 SCALE : AS NOTED SHEET NO. D1 n FI _ 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGEOF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as Rinstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to comer 8. Mechanically fasten as necessary NAILING FLANGE WEATHER ✓E BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN - OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) 1� SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"4' BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB W. USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 G) 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING ' EXTERIOR DOOR WITH DECK DOUBLE JOIST SINGLE i I, 'i''�1� WOOD BEAM JOIST BELOW SELF -ADHERED SELF -ADHERED FLASHING FLASHING Q SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH FILL WITH GROUT SLOPED MUD BED - VINYL SHOWER PAN 114" PER PLAN SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER g t1 W a LU o W Cr Im Ui WINDOW UNIT FLASHING REQUIREMENTS /- DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y y p g g q y SELF -ADHERED FLASHING i BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A _ - horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 - - T inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and i building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING li m CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW pp g g pp (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` �� (BEFORE FOLDING. SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND AMINIMUM B" RELEASE E pHESIVEAssI>SE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. Jim. INSIDE CORNER im 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. -•-)Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH - \✓�/�� PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS51� STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF - - DRAINAGE PLANE WRB BOND BREAK WRB , 7� SF LATH L11 I ER STOP A NUOUS BACKER ROD LANT VTITIOUS FINISH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster .......... 841 T • Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" 0. S. B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all r? cam+ CID N G 5 C:) w a UJ �y ca . H.IC tJ.L 10 N L o t . et R d d a !O G 's u O 0 - N M 0 To the best of the Engineefs knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W 6 $ V . 0 ° 0 Lo 9 tv 0 NNO- •. N M Q C J 0 � LL LL 0 J Lu W a a Za) m W A2 ;; o N Z N Z IL 4 G N OU Z W 0- 0 z 13 z Co. Q) LL Was � Ul U. w 8 z I � ¢W M U_ E g� �O Z® Q O %-'- 6 wz f o R . Co.cco - o = U Zo g>i N L �p m� c � .8 No 2Z Z N J ab >2 _ � o g W v� o =E 8 W _Z �- � � F� to zIa 3 e O CD Lf) L J tM T Q L (7 F- � N N m mLO ¢I 4-0 O N O o r N CF)LO T_ .. ili E Z, Z cc Z j E d- E m a U � ¢ JOB NO: 22-06458 SCALE : AS NOTED SHEET NO. WP r Mounting Brackets (10 Gauges +1/2rx 41 t2" x2-12" 1IT M. 1 Washers Back DOSS Support ` (May be cut to W) Right Bracket (16 Gauge) IF �i145etf-DrilNno Scrtws A/C Unit Bottom Edge hone Situp (7ypicak 3 in front) �.1 Front Cross Support (May be cut to W) Left Bracket (16 Gauge) i145elf lilingStremThruBrackets l Back Cross Support into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) Slrta:iti4: aarutstibe&Alex Idasatnf feints each HareioneAaa New. lift we V141�tawYalid 4aypaer Forids Department of Business & Professional Reo ulation Prg+1 di Building Codes and Standards 17r16d21 Product Approval Application Detall mm Itenlgtl Manufacturer contall Indaur&LIonin V adod By vabo letileafted F&C Anorrelail Aare Anse. Afllonatiun 2120 Smart Vera Proeucta, tart, Nitrate Graham Hernia F. NQara P.E Locke Sodden P.E. 120`182020 4211ar020 lZMA 020 Approrad cwowr. ama;us4l Capnpaxkntt (877)441-83% PE-737M (334)300-1800 3uhCtl4gory: Products Inoducedeaa Remind InroQammdwnEcpn Nor Trhnology 0-01tur. Wlt-L E ivafi- Report 11-. Flolde RegtebradArdrBactwe licensed Sorda PCMe»Iona Engineer Amerawdler0u Afrvaidrr We , !mast RIWM._ - ANA am Nuatier artiame zmoivangdma gaud cakAm GA. 1.HV Z tlWUalt raf- t aramrtVMt140"41540,510 Dual Function Flood and Venesew Vein IMIa023 Yea Yaf Nan. 1W.100 2 9mertVwit Model :tiloal l Dust Funsdm Flood and WA Lion Vent 12.31,2023 Yes Yee WA +1ODA 00 3 Saft nt Made a1940-WO neutered Flood Von 1A'31f102S Yes Yee NIA •1wioll 4 arrmnWmt Ma1a1111040L221 mwatad Fined Veat 1=112023 Yet Yn NLA ♦100A100 5 SnonVgn ModelaMIRIoS24 184oud;Garage0ole Road Yard latlir10i3 Yet Yes NA IBA 6 Sin M*4 Modele1540P670 Wend Wad insulated Flood War 1031023. Yet Yea NIA .100Fioo 7 am~ Made) S4U.674 14.54gM: Gems* Om Flood Vent 12311ZO23 Yee Yea NIA NVA Florida Department of Business & Professional Regulation Pew i ai Building Codes and Standards in4rm21 Product Approval Application Detall QW sidw or no Olio fish a1:t mm XKWM V1K%nd YL S" tatlgdkLa( Wa chted Slim" FOC Antennae Aealludill Awn Rea4dm 2020 D"41 Mantis. lwc Jam shumeb Zachary R. 1`46a Lake Bated" P.E. Oanorm20 etlA9PD2o CW=20 1on3r2020 Appro ad Catspay: Rooting (502)303�1511 PC-74021 (334) 300.1800 *kCale": ** Ratting :Ishumats@learnle.com Omob o Memad EwaNarda'Rapat "" e FIWW RaatlendAl"Red are Deed norda Prohsaona Sagineer DNA in Ourtside HIM Rttgaot Emeln I D..61 Metal Rodn9 Systems DMC I00Ns, Due; 150m, DMO 1T5fi DMC Zoos, I WIR025 Yrlo No WA .Or-140 DMC 5V Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail pope 2d4 ft _Typos version Manufa )elan Gpnact FL aLlcenaey4klwaw By yell datW 8ubm ft. P9C�A AA. Was P Jalon 2020 Thrma-TN Capon"on Steve Jaepraon Lyndaa F. Schmdt, P.E Ryan J Klr�rg�t P.E. 04n7 127312020 tY3f)R 0422/2021 0508f2021 Appraned Category Eetarpr Doors ISM6d3-7828 PE-434rg (849) 76T-8883 SubCataaw Banging Exterior Clow Aarrbies al-p-neanoaurmah- Compllamsi Matnod: E-k rfion Reportfrom a m Florida. Regiatamd Anhiedt or Licensed Florida Prdesslonal Engineer Its produce Model. Num�ar err Name Aep(owdforUsa AppravadfOrUN In HYNZ fMOM RgtOII J yjg 1 a. Thamm-Tru Finer-C4asic and Smooth -Stir NomMel OW0,8&quotImpactEgwt Opaque 12I31= No law Yes WA C ,W.*. Edgs Fbersla-Bird. Door (Im mnyoubvong; X col tguraton) 2 b. Themra-Tru Fbar-Closslc and Smooth -Star Nominal BB1K3R8 dquotimpaciaquot Opaque 12011!2= No Yea Yea WA Composite, Edge Fiberglws Single Door with Sidette(s) Onearle Oabwing; XO, OXor OXO oonRgurstions) 3 a. Therma7ru Fiber-Ctamrcand .$naoan-Sar Nanmal 8&ipP;88quot:impastagldl; Opaque 12r3112022 NO law Yea NIA Compodbe Edge Fbrglass C 1U. Dcor wen or without Sidellu s nrraiwwrgfOutia": XXa OXXO co"Ivura9ona) 4 mm d. TheaTru Fiber-Clastiesnd Silm4<+th•9Mr Nomina188A3P;0 &quotinpaerg41W Opaque 12r31f2022 No Yes Yw NIA Composite Ease Fibrglate Single Door (incwng/0utswig; X mlaguratlon) 9 e. ThrmwTnr Fiber -Classic and Snlmm•Str Nomina B6a39;0 SquoOimpectagliot Opaque 92Al2D22 No Yea Yea WA SkWk.(%)IlnwcingrOubwn$; XO, OXar OXO oormgurallona) 8 f. Theirrw-Till FWsr-Classic and Smornh-Star Nominal 86t1OQ;0&gUotlmpoclaquig Opaque 12f3V= No Yea Yea WA Composite Ease Fberglwe Double Door Will or vdmout SdeBMe{ImatingAXitowng; XX ter O)XD cordqurnana) 7 g. Therms-Tru FiberClasac and Smooth -Star Nominal 88lr3B;8 8gwkln"M&quot Glazed 121311= No Yes Yes WA - Composite Edge Frberalas SeVio Dow (Inrawgoultao ng, Xccmfigaratiom) e In. Themr-Tru Filear.CYstee and Srtotlh-Sher Nominal 6$N391% &qudt;impoe quota Glazed 121310W No Yes Vat NM Complete Edge Fiberglass Smis Dow with Sdalte(e) tInsvinpl0a,ibwng M.OXa OXO condguradonal 9 L Thrrm-Tru Fiber -Classic -and Smooth -Star Nominal &quot;imphat8quot; Glasad 12J312022 No Yee Yea WA Composts Edge Flbaplase Oguble t30r wth or w thout Sidolites premrgloAr eMerg. )O(or OXXO aoMlgUre56na) 10 J.Thrma-Tru Fiber -Classic and.Smooth-Sher Nominal OBquat;lnpactdgnrot Oland 1201/2022 No. Yee Yea WA Composite Edge Fiberglass Same Dow 'Inavmigldul4w9ng, X 06nSgumtOti) 11 kThrma-Tru FII1er-GaNilc and.Smoolg-Stir Nomin916&R$9O8qudtirrym0t8quoN, Glow 12r31/2022 No Yes Yes WA Composite Edge Fiberglass Sangre Dom VAh slidelletrM BnawinaCt awing; X0, 0Xor0)(0 cordlgureflons) 12 I. Thrum -TN Froer-Classlcand 3aeuft4her Nominal 6&MG squat lerpmetliquok Glatad 12131r2022 No Yes Yes WA Composts Edge Fibergass Double Dew Moth or without Sdelke t (frram ORNAaawng, XXa OXXO IS m, Thermal-Tru Fiber-Ckseicand Smootin-SFar Nom�al ; all 1,lunt Glazed Molded /2r34f2022 too Yee Yea WA Open 04mpoaiM Edge FTbe�t Sin OntoMnovul tom Xcomourpuon) 14 n. ThermwTru Flbar-C6leele and Smocttl-Star Nominal SIA3$8 Squctlmpacffigwt Gta2ed Nbdae 12131CM NO Yes Yes WA Open Campos" Edge Fiberglass Single Dow Win Glazed loaded Open sdelitd(a) {inswnpbuteeiing; XO, OX or OXO -migur ie ioru) 15 o. Thames -Tin Fiber-Ciaacle and Smooth-Smr Nomirtalb 6MA aqu*lmpaotdquot Glazed Mauled 12131J20Z Me Yes Yea. WA Open Composite Edge Fiberglass Double Door wth a vd6rout Glazed Molded Open Satellites (Inawirgr0ubwngi XXa OXYA crlfiguratam} 16 p. Tham,o.Tru Fiber-f&resic arrd Smwil.;8tar Naminol689 ;8 &quoiirtpaet&quot Opaque 12r911Xri2 No Yam Yet WR Obmpdite Eepa Fbe4glaw S gle Door watt Molded Open Sde(4a(s) AnswnglOutrMng; )(4, OX or OXO wnflgumbons) iT q. Tfierrin-Tru FtrrClasaloand Smoothr Nomircal6& 11 AquotimpawAgwt OPrWe A2131Y,t0?3 No Yes Yes WA Compoede Edge Fiberglass Double Dcor Wth or without G1x#rI Mo 4oen Sdagtw (11u41Jrwout9w9g; XX or OXXO configurations) Florida Department of Bushress & Professional Regulation Par I at Building Codes and Standards 141=1 Product Approval Application Detail May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET (2o22) As required by Florida Statute 553.842 and Florida Administrative Code 91372, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS 17herm IFL20461.1 A. SWINGING aTru Fiber-Ciassi+c and Smooth -Star (NUN -IMPACT) +57.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0%67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16 F1-8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/810018200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see Inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/16/2024 C. FIXE D MI Windows and Doors Series 185 F L15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12131/2024 PGT Series 5500 FL261 r1 NiA 5/2612026 E. OTHER 3. PANEL WALL - James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192..2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75r01--75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54a2/--54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof? 151b Felt Underlayment FL12328 iWA 6/29(2023 PI glass USA, Inc. far Tile Roof) POLYSTiCK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF V E NT1LA TORS Thompson A re h Metal Com p. Off Ridge Vents F L16918.1 - FL16918..4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 Ni 12/31/2024 Lomanco, Inc DA-4 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 B oral Tile Saxony 900 F L7849.16 - FL7849.20 WA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NiA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NiA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITWII Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL.2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 WA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NiA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of Inspection of these products, the following information must be available to the Inspector on the jobsite; 1) copy of the product approval, 2) Florida Department of Business& Professional Regulation Pw9e l d3 Building Codes and Standards lr25rzuz2 Product Approval Apptic ltion Detail La version ivmuatlturer Contact Eoaia,dar.OJ�rrma¢ Validated By Validated Submillied FFx Approval Aphroved) Rwsion 2020 Theme-Tlu Corporation Sb" Jaspereen Lyndon F. Schmidt, P.E. Ryan J. King P.F- 0T23r2020 07M2i WO 072W302D 1013/M Approved Cataabr)r- Eatrior Doors (a0tn 843-78M PE-43409 (813) 797.85M subCabpory: Swngirg F;derior Door Ateurrial yacpercon®Manmtru.co Gonlpf Wres MOMed: Evahralion Report from a m Florida Registered Anolted Ora Licensed Florida Professional Engineer f,�eya Predutd ltodM. Numbarcr Name. Pmdudt Daeemgdm Crarhabt Ettglnitlgn Dleee BStill� Aemewedlw Liu Outside HYFR tmaaiit ResistantP�'T� 7 e. Tlmmm-Tru FbervCi ssic and Smooth -ear Nominal 8&a39;6 8quotlmpecl&quot Opaque 1201t2gi! Yes YM Yes WA Composts Edge Fiberglass Single Duos (inewirglOufewing; X cariFguratinn) 2 b. Therm l-Tru Rbr-Clasa)c: and Smooth -star Nominal 6&N3g:8 &quoLimpnot&qugk Opaque 121372Q22. Yes Yea Yea WA Composts FJ1ga Fiberglass Sngle Door uric= sil'Z:tal grnawnyOlnswtng; XO, OXor OXD GanngwBtlbne) 3 o. Therms-Tru Fgwr-Classicand Snaoal sh r Nomina188 ;0 BgimClrrp&a%quot Opaque 1213V= Yee Yale Yes WA CompoaH'Edge Fiberglass Double Dow with or wthout SklMlbs (IrawlesrOutaMna; xx or Duo eminguratons) 4 d. Themw•Tnl Flber:CUrsse: and SemoothStar Nominal MAW lkluotmapad&quat opaque 12131r= Yea Yes Yea WA Comoos& Edge FibergHss Dingle Door gnarl ng0jelwn a, X configuration) 5 e. Thsrma-TN Fber-C4xc and Stace ba4ho r Nominal B&M.0 Lquottmpad&quot Opaque 12GIM 71 Yes. Yea Yes WA Compaelle Edge Fibelplaas 5t oobr % th £ldelre(a) 0aav ingrOtrNN.ing: )�. OX or OXO configure8ona) S f. Thetav&-Tru Flber4;lasak and Smooth -Star Nomnil8aaa9D;0 aquokknpaC&quot tlpaque 12f312022 Yea Yea Yes WA OOmPoab Edge KlOerglaea rldubb Door vaStn or without Sidegtn (inaMrstOuN.wrg; XX or 0)0(0 configurations) 7 g.Thermo-Tru Rbr•004110 and Smacth,Slar Narrative 8&#M,8$quacimpecMiluat Glazed 12r3lQ= Yes Yes Yes WA Compo rtrEdge Fiberglass Single Door pnswrgfOutane g Xwnrpuasonl 8 h.Therrin-Tru Fiber-Cwsicand Slmotit-Stir Glared 12131I2022 Yes Yes Yas WA Composts Edge Fbaglasee %nob Door wM edale(a) (lw*AnI#Ou*^vng; )O, OX or OXO configuradone 9 iThorms-Tru Fiber-Clessoand Smooth -Star 1a2a186A" 89quotlmpac0quat Glazed 1213 1rm Yale Yes Yes WA C4omprnke Edge Fl aergures Double Door with or wftuts ttas(trdNdhWOutawiog; XX or OXX0 nonngura9ons) 10 j: Therma•Tru Fiber -Classic and Smith Star Nominal B&rf39;08quokimpaIXBquoy Glaxad 12f312D22 Yas Yes Yes WA Campo" Ed" Fiberglass Single, Door gnwanglOidewrg; X mrlfigun Lion) 11 kTbrma-Tru Flw.Claaale and Sr000th•Star Nominal 8&a D Bquotlmpad6quok G402ed 1213lr2022 Yea. Yea Yea WA Compoab Edge Fibbrglale Single Door win Siddaa(s) JentrOng0ufawin0: AD, OX or OXO WtdiOUMfi ne) 12 I. Themr-Tru Fiber -Classic and Smooth -Stag Nominal 86e.0 8quoklmpact&quA Glazed 12131r= Yes Yes Yes WA Compoe%a Edge Fibrglaw Double Door wan or wftw sitlelites (Inewinsiouteatirg; XX or on* aprifiguradonle) 13 m. Themma.Tru Flier -Classic and SmeMti•5tar Nominal 68A'998 &gnJatlmpaaY&guot Opaque I = r= Yea Yes Yes WA Composite Edge Fiberglass Single Door with tlquot;Non•IrrpsdRquot; sdellbe(s) (InawnyOulsttiirg; XO, QXwOXOa fiiRurab..) 14 n. Therm-Tru RbrZteask and Smeobi * Nominal 68e3g;8 kpogmgmct&qubt Opaque 12131/2022 Yas Yes Yes WA Composts Edge Fibaglasa Doubt Door w1m aquoYMbrJ lrapad&gUw;=1reas(InsWiag70utomng; OXXO rrortfgunNionl 15 0: Therms-Tru Flier-CIames, and Buooih-Star Nominal 8& 1 &quot:Jmpa*Aqugl; Opaque 1213ir1w Yes Yes Yee WA Composts Edge FlbargNSdS9ng(e Doorwith ?iquogNarirnp&c Aqugt;, isats)O (Insw11g70u1emrg:.XO, OXwO]G �rlfqurati5rrid 16 P. Thams-Tru Flier-Claeain and Smooth -Star , Nominal 89MO a quct;impaM&quot Opaque 1 V311=1 Yes Ye Yes WA Compoab Eoge Fibargl1 Ocelot Door yr SquoKNorrfiar)laddtluot; SdtM e s (InwAngfOuerWng; OXXO mnfgurmtian) 17 q. Tharma-Tru Fibr-Choi. sad SInoothSrar Nominal INIAR8 aquotNon-lmpr1,0kquot Opaque. 12r31f1022 Yee Ys No WA Composite Edge Flberylaea Single Door OnawrgfOublYing; XcbMguraacn) 78 r. Tbeme-Tru Fiber -Classic and SmootllSmr Nomina(8&OW.8 aquotNon-Impaa,ffigi+ot Opaque 12131t= Yet Yes No WA composite fte Fiberglass Single Dow w1m &dalae(le) prswngr0ubwmg; XO. OX or OXO mMlgurasons) 19 s. Thrmt-Tau Filter.Claeanc and. StwotsStdr Nomma1UM;S&quokNor,4mpao%quct;.Opaque 12131r.= Yes Yes No WA Composts Edge Fiberglass Doubt Doer vAth or wmbut Skwr4s (Ina vitwoubeMrg; XX or OXXO Conri94Maabns) 20 t Therms-Tru Fiber -Clan; and Smooth -Saar Nomina18&M.0 bquetNon4mpac6quot Opaque IW1r1w Ytt Yes No WA Composite Ease Fiberglass Single Door (InadriefOuMwing; X configuration) 21 u. Theme-Tru Rbr-Classio and Smooth -Star Nominal AquotNort-ImpaoScluck aoSclu Opaque ?3V= Yes Yes No WA 61 Sr�isOXO w mnndma8onal 22 v. 7henrei-Iry Fi4ar-Olsa9c4nd9rroot,SMr Nammd ;0 &quot;Ndn-lrnp.d&quoi;Opaique 12131Y2022 Yea Yea nb WA Compost Edge Fbent"A Double Door With or wthout Sidalite t (ReeffiirgiOutawing;. )OXa OXXO wnfiguralians) 23 ti« Trronna-Tru Fiber-Clweio and Smooth -Star Nominal 88 88quotlidr lI r pled&quak ed 12191Y2022 YM Yes No WA Compoalb Edge FbrglaeaSigle Door onsntiirgrOulewig, Xconfiguration) 24 L Theses-Tru Fiber -Classic and Smooth -Star Nominal OWNS &quot:N4on• inpas[&quot; Gained 12131r= Yea Yea No WA Cbmpoat9 Edge Flbrgiaee Single Door wtr Sldeel�la(e)P.n9f0adswre:XD OXrOXO Go e9guaa'tione) 25 y. Thermo-Tru Fiber-Clacalc,and Smootm,8tar Nominal 88k32;88quotNpl-hrgnd8quot Glazed 17(31r.-Mm Yes Yea No WA Composite Edge Fbrgites Double Doorwth r vocut Swifts (bswing70uWMng; XXa OXXO oonfigurdons) 26 z.Therm-Tru Fiber-ClaaNc and Smoo&.Stiar Nominal 8811.30:06quoYNom. unpatl&quot Quad 12t3lr= Yea Yes No WA Compost Edge Flbrgiwe Single Door tin mi glOutswic; Xconfiguration) 27 ze. Thnma-Tru Fber-Claeaic and Smooth -Sinn Nominal 80a01138;10&quotllorr innewaSquoC Gazed 123112022 Yes Yes No WA Comport. Edge Fbwghu Sngle Door with Sidoli(a(e).pnewrgffh4wlirg; XO,. OXa OXO cordqurations) 28 A. Thrma-Tin Fber-0lassk and SrtootlSbr Nominal 8&1{�;0 &quot:Nonlrrpact&suck Glazed 121312g22 Yn Yes No WA Composts Eggs Fbargl4me Doubt Door win a without3ldafiba Qrwni11g7OuNa fi ng, )0(a OXXO wiligurn'tons) FtorWe Department of Business & Professional Regulation Pear I or Building Codes and Standards ar%o21 Product approval Application Detail I t - artery or ,rift Dgot alk, PMARW sat an Version slaiiallm 91MAI EOlyawcAlkNm 'lam xmmdm iBBllaw FBCAMMM dpggmg � R&AMM 2020 MI Wreak" and Doers !tent 8kl o f mes Late Roberto La eleven M Won. PE lovarnm lorowom 1tu1A2020 12J15FA20 Approved caleow. Smarter Doot Iri7)363�3300 PTra2514 n.71T)317-s434 "Quegory: SXdnO: Extend- Door Assemblies b.tmPrmmhrdmra compllence rBdnOd: Evaluation ROOM Loma Montt RateamvedArfhdat are Uansad Mond* Prdasse,nal Saginer Antillean A err Uu A�gydet alak 1 SERIES 420 ALUMINUM SM SERIES 420 ALUMINUM SOD 0X0 12/3V2024 No Yea No WA 145 30"quaX80&qur: NON REINFORCED 2 SERIES 420ALUMINUM SGO SERIES 420 ALUMINUM SGD OX XO.XX 12r3t11024 No Yes Not WA 963qura;*&QAgro1;:NON-R®N FORCED 3 SERIES 420ALUMINUM WD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12A1=4 No Yea No WA l45.3l4Aqu.1x9W.at: 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 4n ALUMINUM 800 REINFORCED OX 12r312024 No Ye; No WA X0.)0(S%qua)W&quok 5 SERIES 420ALUMe)UM SM RERWORCED SERIES 420AWMINUM SGD REINFDRCEDXXX 1ZrJ172R24 No Yes No NJA 143&gad:a96sorel: Florida Deperanert of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall pal. i at 10=1 id0a 1 O.K all J1111111 2dkammm ate ]Irat ye"ton ltfgllf�IILK 3ard'tt aninwAUarmayaiMM4deu v �l�d PSCAmravd Approved sham RWOM 2020 Wayne -Defame dv%W of Overhead Door D.W.KONsh John E. scales J.MW P. Ar, asm, P.E. 1WI272020 0942VA20 10f2372020 121W2020 Approved Coaponabn (330)763-6121 PE31737 (904)821-5200 Calogtee, EaMrror Daps dkdnisliewalariede8an.c SLW.MWW.. SadteN 6xtMW Dole Ae nhk a are Canpllo fAMM.d: EMluation Report mama Florida Rot OIWAtdn4et or a Uremead Fbade Prda®stansi Engineer agg,g limbWW Wine aaugLmrm2wL %� Agorteraamtuu aa�amrgLusa (p,KVKZ arm $emre 3 800MI OM 8000A70G9200 a1105 9A539. Mess WO. l 4&e39: Mae height. t;ledq 12131rd023 No Yew Yes .31.001-35.00 avelubie in top oralnbnnedlfaR sedum. 10 8000210W8209 a1123 104,0391. Mat iddin: 1484RS9 MU Mehl. (Meant 12MIM23 NO Yes Yet +30.9043.60 tall►ble, In top or InMmrodlata "Woo. tin SOOD.MIDOIMO I124 tamer Matt.4dh.. 14milt Max halt" Glaatng iV31r2023 No Yet Yes r64AW6.30 aftrabra into or nlam»gkie 4e010. Florida Department of Business & Professional Regulation relp l d1 Building Codes and Standards INWI Product approval Application Detail Florida Department of Business & Professional Regulation Pal d2 Building Codes and Standards 46=1 Product Approval Application Detail Slat Draw 0 a*- ei'l,P"dna D�dm mm MID" tlmuftec09aL ➢aced validated &I yed" alumni FBCAmereval A%2=0 aa" ReviW n 2020 MI tMndte a and Doan Sent Stringer Patmrkan Ano trerdurai &own M. union PE 11A7029 liM712020 4 V27YL020 Approvad Ca4gOt-Wildma cri 7)'e5-:Iwa ManuhgtarOM AAaodletmn (t17)317-8454. aubCaegorr: Single Hung OsMngr(gaewrf.mm Compliance Mdrod: CeMrcadm Me* or LNdng lLmglLAs&Irance AnoersaforU, tm p) 219M slayModel. Nualleter or Nam Product plammt %fit In Kwa «aside,HYht2 tiles preamuee- 2 185 3H 52s72 Flnnalp Frame IG1SQ 1109h Hang I W08=3 No Yee No 4$01- 0 Laminated Ghat -t-r -C j U QD ca- Q O 2 C Ca -a N o- Cn (D V C) C: ICU -0 u CU .0 E 0 �^� o Q .0 � -0 . � V �'/J 25- Q ILI Z W J E' O tN a w v O Qn O ci 'V = f0 C";J N co x r y 0 C14 t M Q N CV 3 aJ aJ n[ w t aJ 43J CD C= CJ 3 cot ` _ to 3 d d a � d C p0 4n c'a _ O O ci a_ w cu O > L a- O Q � U O L < (1) Cn CC W CL O L w� W Z Z J Z Q J a SHEET N0. PA 1,0� Flodda Departrnerit of Business & Professional Regulation Pagasde Building Codes and Standards U2114022 Product Approval AppUaallon Detail SISai CaY6LYt 20 21dit Dale Pendlr is 20 Slaa i4mlaLL jilijawbahm f+aWRA Emli16/6511fia6LL Vanoetadev ialilaw AWNIM FIMA=mvst &gar439a Blame Revision 20M ThwmwTrucorporation Stave Jasperlron Lyndon F. achmW P.E Ryan J. King P.E. 10M7I2021 Owis12021 tdX13r2021 12MSFAZ Approved owlegory: Fgaberer, Goons (400) "ll-7629 PE-43400 (813) 7674i355 Subcetgpdry: QvimahW E4tarior Door Aaaerrobl s ejaspenorh�themurtru.00 Compgaroo,N sNM:E"WwbpnReporthcma m Florida Registered Architect or a Licensed Fiords promotional ewe ei gwilijkAmalada 8aata)m1iC1[Lim 1Sitit902112 l 20= $ X Product MadeL Numberw Name or Product D"Cdogoo CnraFF real rl we lii�� OLM-04 NVNZ ! Pressure 1 a Thermos-Tru FibCrvCkaali0 and Smoodi-•Star Nominal SWORE 6quothlon-impeotaquot Opaque 1 23112Q32 Composite Edge FibergimSircgla Door No Yes No NIA 3 b Themar-TrVPOw-Classic and Smooth -Star (InswirpJOrltswring; Xconflipastia" Nominal 6&M§;a 81*414mi-Impsaaquot Opaque 1218112= Composite Edge Fibxgiaw Slope Door w th Sawke(s) XD, OX OXO No Yea No WA 3 aThermo-TN Finer-C1aMio and SmoMn3ar pnsvAnglO lwWng or .WMQurstota) Mammal GUMS agtraFNdx•implyd$qupt Opaque 12131r1= F&srgWa Competitor 8%0Otuhk Door wflh er No Yas No WA 4 d. Theme Tw Fibs-Cialsie and Smooch -bar Without Simi" (Inesngr tmmng;)Otor MM owlftlurationw) Nominal 78A3?0 aquckNon-InpaaBquot Opaque t2131i14'21 Composite. Edge, F"Misse single Door No Yes No NM 5 6, Thamm-Tru Flbar-Ciessia and :Smooth -Star (Iromml outawstg, XcDalfgurebaii Nominal TOM, ,Q $ grr,*.Non-IrepootWot Opaque 120112M Composite Edo Fiberglass Sinale Door with S Wwaal XO, OX On No Yes No NIA a I. Therms-Tru Fiber-Ckaalo and SAloam-Star AnsltingiOuWYd Ig; a cwhfgumkne) Nom47atB&M;08quaZNon-impa Mquot Opaque 12181rd= Crxnpoclke'E4gs F�rSibea $irhgW Dear No yes No NIA 7 g, Thalma-Tru Fiber -Classic and Smooth -Star MwAngioutsw4ng; XwnfiiounfiPn) Nw" g6413S;0 &q"tNor)4MpsdkL* Opaque 121311202$ ConPa+itaEdgeFitNagl SingkDoor+wth No Yw NO WA 8 In. Thermo-Tru Rbw CWeic and Smooth -Sir Sidelits(s) 0nsWW0utawing)0O, OX or -0 Norte 86ne39;0AquotNon•Impadbquct Opagw 121311Z0124 Cpmpruae Edge Foloora Doubb Doer WM. or Skleaka iswmq; XX No Yea No NSA 9 L Thermo-Tru Finer -Classic and Smooth -Star wWaort (amgl4thg101 or OXXO configurations) Nominal Sme39;8 &quatNon-Impepd4^ GWzW 121310022 Composite Edge Riotous; Single Poor No Yea No. WA '. 10 }Tnarmw-Tru Fiber-Cawsicand SngaM3aor Ormvwngi0utiowdrig: XodlfequN�uwli Namara Ba ols;S 84udtNOrr4mpgddgwt.GLUM 1213ir= NO Yes No NIA Camp0aiisl2dge Fi�be�ttpdraSmgla Door win Sloeloe(al (lnwdr*VJW +ft Xi), OX or OXO 11 It Therma-Tru Finer -Classic and Smoodk4bar owrbgurotions) Nominal O&M:8 dquatl4on-lnpaalleact Glazed 11131t3022 CampoedoEdge F-dlergtaw Gautib Door with or No Yes No NIA 12 L ThermaJw Fiber -Classic and SmoothSar WdWA SktalaM (Imswing101r aKi iti .XX W OXXO oanlguredar* N..* Tam;O 84uotiman-ImpaoBgyot; Owed 12)9112022 Oomposhe Edge Rbagla veSmgk;DoOr No Yes No NIA. 13 m. ThemuTru F&erClmoic and SmddMSter OnaMrsifOutrair6; X.cod'guratiord Nominal !F&*W:0&quotNdn-Impaaifiquot; Gazed 121311= Edge RberylassgDoorwid No Yes No WA 14 n. Thaw& Tru Flbr•ChaMalo end Smooth -Sian S=We(*) oftsohlogrOwtowhiell.0OXa OXO configurations) Nan"! aBAK19;0aquot;Npm-tmpsei8equot Oland 1213112022 Carnipllcda Eggs Flb*glne Singl8 Door rib Yes No NIA is o. Themra-Tru Frtw-Ctessic and Smooth -Star (lrrstiangrOtACwdg;-X:COVOUVO(m) Nwmitet 310"d 12f3112022 Composite Edge FOwWm Single Door vAh No Yes No. NIA 1s p. Tmeme-Tru Ftber.Chmuc mud Snnah.Sar Sidtelae(s) (InswbgtOulawmg: XO, OX OF OXO mrmgurtatons). Nominal 6&a1ra;0Aqu"orWmpoc4grot Wind 12MI12M Composel,:Edge Fiberglass 66"Dow W h or O)D(D No Yes No. NIA 17 q ThemwTru Fiber-ClNsio and Smooth -$kit lemxwt>edeli eea (Insorwoutlatvng;: XXor aonfisoma or a) Nominal O&M-8 &quotNoo-lmpessAquot Opaque 123 IM Cornpasae.Edge t-IWMW Single Door Will No Yes No NSA 15 r. Thsmma-Tru Fiber-Cba lip and Srtamh•SW Trensom(Jrdmi=nit; OrAcerlligurabon) NomiW 8t(1Y3a;$iquotNpn-imgaabgwt Opaque 121311M Composite Edge Fibargh w Singk Door with No r Yes No NIA 19 a Tharma TN FirerCtassr and Smooth -Star 6Sdelde(s) war 7rmaom (IrawirA(i0u4wrng; OM, 01OX or on= wroaurth" Nomhnalt ;8aqumtNon-topacldquLlr; Opaque 12131= Composite Edge Fiberglass, $11toe Dodo with No Yes No. WA 20 t ThomisTnf Fiber-Clowk and 811ootM8esr adah a(e) pris onSiOulsini g. RD OX w OXO Continuous Filed anti Sip oardlguratlarR) Nomirrl $903$PO BquatNoa-in ocil4uot Opaque 12r3IaM Edge law SinqW.Doorworn+ Composts, F-d9 ro No Yet, No WA 21 U. ThemeTru Flller-Cleask, and Smoath•Skar Si new,in O XO� or OW derbuc4A d iD( Continuous dead artd StII wlltaursstorlk) NpmlupfBS,s3a,66rraotNon.lnpaa84(uot GWW 12I311= Compo$fta Edge FIWrgiass SWgia Dow with X0, Ox NO Yes No WA 22 v, Therms Tru F berCNusio and Smooth-&ar SwetraaA Answmg/OWswmg; or oxci Continuous Had Arid $e mmfiaurada s) Nomeul >5 ;08quott ii-Irtpar7WquoC Gloved IV3112M Composite Ease Fiberglass Single Dow with XO, OXo No Yes No WA 23 w Ttwf Tru Fiber-Classio arld SmoctloStr Sin k) QneW ilyoutorift OX or Continuous configurations) Nominal gBa1 ;8 dpla;t;Non i irpard8quot Opaque 12l3112031 Crrmppoes Edge Fltrergmes Door Panels Will Veined No Yes No WA 24 X ThanrtaTru F lier-Classic and Smooth -Scar Sidotlp(s0 0lower I#QuWwig; XX wx 0t xxxx "Nfoumtgne) Nomina.t1 0 &quctNon-Inpaa&g4M Opaque 12nfl= Composite Edge Fiberglass Dow Panels vW Varied No Yes NO WA 28 y. Therrne Tru FbrClowicand Smoothf or slddble(s)$na"millOu ++sa)Mgoo(or)a0a Configurations) Neminsi B$#3g;Bagr/st;Nan-lmiPaaeaquak. Glared 72r3t12(La'2 CampWb£dge Fiberr4kd Door Pantie trVbnW wove No Yes No WA 28 x Themla Tru FlowClac'edand Smooth -Star Sideglle(s) 0n-4r#Oaawiw;)000O(w ro rrjuraeons) Nomhwf8gN30:0dquckNon-lopaae4uot hated 1201/2922 CompMUEtlgaF k1as Door PautalevAlh Vented No Yes No WA 27 as, Thxma-Tru Fiber-CleeNcitnd Smooth -Star adows) AnswAnwoutawty; X,, xxxor XX)M coringurall rrs) Nominal ;8aquct;Non-lrtp"ouot'Glued 12131t2472 Compaare Edge Fibell;lawaSinple Dow with 38,111 9ddee{s) XO. OX No Yes No WA 28 zb. Tnerma-Tru F@er-aseaeand smoarhStr lnar"nd0utswirg, arOXO owegtxEYans) NomMa116d°3B;88grarCNod-lrcpa quat Woad 13Rilam Composite M*o F&erglassi Douai Door w0 No Yes No WA 28 u ThenrwTra Fiber-CNraoic and Smooth -Star 38e138 &d$btM 0ASA WyOU00o ria, OXXO wnfigurd-) Nominal 0&#*,0 4quot,Npm4mpwA%quot Olamd 120112022 Compatible Edge Rbergteae Single Dow with Softlt Sidegheia) No Yet No WA 30 zd. ThommeTru FiberCtmeic and Sheath-Ssr $nsw�ng10uf5vaing; XO, OX or OXO dmarWu Y0D;08quaCNoirtmpattRquot Gland 123172012 Composite, Edge FbmgiaesDouble Door vwft No Yes No N/A 31 ze. Trrrma-TN Finar-Gowc, and Smoolh.SWr 3&*Wg,0 Sidmaas (ms+dfVAOUtow log; OXXO corhggurabOnl Nomtral 7flk®7J &4uotNoil-lmoam4LCt Shofar 1213frA 2 No Yes No WA Florida Department of Business and Professional Regulation Building Codes and Standards 3/15/2022 Product Approval Application Detail FLA6259431 2M Ently or M Do 2WI no Status Ttg! y6plon Manufacturer C gnplinBlC>Tt Validated By P.tMon ARgtoRd Approved Revision )C 1012612020 1017)l2020 2020 PC11.`IGLAS5 USA Mauuy;Alperta License John W, � 12l1512D20 ColaprrRoofing$96035133015maiperkapatyglasa+ooln Rokert;Nisminan Knersvich, PE ARRMSU SubCaiagory: PE-59168 (954) 772.8224 11/01C2020 Underiaymerts Compihnce Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Products FIi16268401 Awl gum AgammoditzlIn Produdalodd.Nianber.orName arVals 5� Tt f hand 1 PolyglassRoduridedayrso" Rooingundedalmenits iW2112022 No Yee WA 41QAJM,5 I PoWaesRoof Undmlaymefds(HVHZ) PObgl*osroar undenarownts*Iuse InFS0M3r10Tt Yes No WA WA HVHZ )AftsocNals. 2 Polyg)ass Root Underloweres (non-HVHZ) PoMglast rod undertarrowYS, for use In 12/2312013 No Yes NIA -NIMMA Fee non}1VH2jti4,s k non. 1 Poly(peds RoolUndedaymeMo-(HWIZ) pp�W jjgg�1aa red untlerNtimlarn for use In 1`001212312023 Yea No WA WA F111Ht�xladkgara. 2 Paygrass Rod Underlayments (non-HVFLZ) Foiyglasa rtd urWaNaymeits, for use at 1373r = No Yes VA +WAPM4 FBC: monF1 W iZ Jutedlobala. 1 Potyg)ass Rod UndeAaymenta (KOM Pagylass Mor undedaymeKslor use In FBC12I23g0 t5 Yes No WA WA HVHZ)udsdidials: 2 Polydasis-Roof Undardermants (non-HVHZ) PolYalosa rod undeiloormants;for was In 12t23r2028 No Yes WA +WAt=5 FBC non-HVM2Judediatala. i PaWassRoof Undedaymerte(HVHZ) Polygle"mofu wjmeras for us* InFBCt2*3Q= Yes No WA WA HvKZ jrn aricho .. 2 Polyt/assROOUndedayrnaMs(non-HVFIZ) PoiyOW"Ivor Llnd WrieMs,for noIn 121`23= No `hs WA +WAJSG 5 FBC non-HVHZ Jurisdae)aw: Florida Department of Business & Professional Regulation Peed d 2 Bedding Codes. and 5tandarlh Iaw2m1 PFodud Approval Application Distaff go ati A*Aa" aft Islas Saulga Ne0lealtat satin bwouLAIIMN SEAL Yd 6d and PtfiAppraisal A02rftWallia Mdsion 2020 wrathte Eon Weldon ICC Evidaatn swine, LLC ICC EvduWat Servl^ 0Sn VA21 da11002021 0S1212021 Appraod catagaY. Atrudaad Garpauarts 426z)eos4 15 LLC. eLtce000tr: Thai Hates aeelaenQMLaan r2007 5a98S00. Ceeeflaaxe Memrlt bellin oar Report loan a PloWct elou l w 61aar "till itillia"i - ~ - - AwraVW fa Ike kUM OkOM ,.... slatProdum MochL leader or Man In &Milk &"bad PfolKn I LflMHS 140. highamorQm kvaa wroldaF9.10 1p31r"z Yet Yet NIA MIA 2 10I181-1E 160L amor high stesdh,traas4ainector 1201=2-. Yes Yea MA WA 3 MI is to got Waacsnnaaa pate 1201m722 Yet Yea NA WA 4 imams 11 go. high SttmA& huseearned. pet 1237h022 Yes Yea NIA WA S MT2" 20 ga 1ppk statgtl truss eana ida pit* 12r311222 We, Yes NA NIA e T:19. Mr18 la got ft.. vaaeedr Plats 120112022 Yea Yea MA NIA T20, M720 20 ea CYart%aliwar 00" 12/314022 Yes Yet NA WA Florida Depeftert of Business A Prefoulkinal Regulation Pagel art Building Coates and Standards 16=1 Product Approval Appgcatfon Deng Florida Dspadmort of Business & Professional Regulation Pala i all Bttldang Codes and Standards; IMm/ Pro" Approval Applic ation Detail Se9a ao an Dab PWAIM am if= YIMtYn MlmladllmG fA➢ttld J:OgIt110[CJlfmi! Sf .®L Yittldea FacAmrsar 860Nffia SiYt %.,Asian 2020 James HardloVolKlna PNtla4b. In Cmed.G141da' V. Andrew Tea Jcan'saawd. P.S. 01A51202i 421'1411020 0004 011 ding POO Awn Calwaxy. Panel Wdo (100545,830 PE-etea2 (IS2)3a7--25211 R/rCaaaan7• 644 ch.d.dhocksQJamsahad owolMneatlwu4 EYaisata Report torn a cam PIOWDRaghtrodAramstasLic OdRussia Prarassiond Bhakhar . AgateseQforua4 Awagyaglertka *boo lid 1m8 Produdbilea Numbar or ftnw Product onedodon In HYM OUMde MVN2 aaWNd ffitlllC! 1 Cerrpied LNr Siding fbarwmadlapsidng 121l&W Yes Yea WA WA 2 HrdePlsM lsp o ldWit tb—mown 1.9 skaug 12/3111023 Yp Yea whk WA Florida Depomert of Business & Profegalonal Regulation r esaf all Building Codas and Standards taamst Product Approval Application Detail Flotlda Department of Business & Professional Regulation rase 2as2 Building Codes and Standards Y891021 Product Approval AppN;Wm DOWN Scat g aala an am El Ym art I= votes, mnu%dLs< Salted bdiagAUGOO molosta Yomw mullaw Fac Asserted auslaW lion hWW" 2020 Alelde NWk Theme— Lyndon F.Sch.ldt,IPr. Ry. J,King, P.C. OW1512021 07n5rm21 Ir2122rJ021 0411W=l Pppraed cets low. Panel Wells (33C)SO2.238111 P"408 (913) 76749H etbcatseerrr. Scat mhanpeonQdeldr.eom GapllerhuMa&ed: 111elualan Raper Rea a Fladde RegbteadArehXaatpe Ucsaeed Pledde PMMWk" Engineer Qualk, Assurance BYYF,d9 for Use AgrwM ry U, oggp fhiia Asa Adduct Modal inn&ar Wnr Product Oseaeleaon fpbad M.nmirdletdte In MVNZ. Out"HVNL a4�t Y Rrayre. t a aµra214gfllt," lint oraytd Mule" 1201r2023 Na Yes No QUA 2 ILLqu aa.AMWW T4&Rmd: 80M a s� Van: ddlltryl Bern 12131=23 No Tas Nit NIA 3 44,wa,ttaanbnar MMaae sssd"11830::8aQk WMpaglld UYni&M 17131120Q16 NO Yet No NA 4 d Amet o"Wol; al Vent or edltl vem4 FA M I2fJV1023 No Yea No. WA 5 A aq..Lch w Oakigwh edm Vent or proud Vloyl sofa 1.9023 No Yea No NJA 8 f bqud;Bupw speallquok am VWAt Sdidv vv % 42/ ON3 No Y. No NA Florid® Department of Business & Profassiorled Repletion ►age i al Bussing Codes and Standards imr" Product Approval Appacatlon Detag f� Mar lilts are DA& Paul= ➢its ssRa amarJrc late an l Ln ace lint Yeldsn awblium QMM agdon[.i.1AUAa uddlkm Y i1issiasi Fac Mansard ARMS" ram ma YRgm Nos ed= Samxt AMUMLiltop SMIdYW,ae yyldog Majisid FACAammd dim IN" Rmaalan 2VA TAMW 13WdIsg:Prko40e LLC Wen rwo R004n Nnnseon Jinn W.Iuua,,W h,PR i)0114r" 090mo2o loifa7020 12PISM20 Appmead Rauswu 207d L.V. rbomlloda. lot die Thomases Architectural Tory C3dW4en Zadpryk PneA &tram 11 Uich, PE ow7rim as ta12022 0817 023 12M&W20 Approved cohow. Flooding 041`1e24411144 PS1701SS (994)Yr2322a MaNs CompasyiTAMCC - (e13)240.34M P115,74021 (717)3174434 AubCsiagwl. Unde1►ymess ken_Cdadeawrec Wm C40pgr35 RODFig' ttnyagpmebtoaaigcom CaroW v#IllehoaEvaluationRePattoma WrCWtpgfy:.RooingAeoMsatesOWare so FU" Registered Antital or. Ucmmd Redd. ImWel Partafffie Rasing Ayibem Ftof miond Enyner complaints MsdM& EvINHim Report "M a go&W Rapldand ArOMO we Licensed Flahkt _ ..laena,lt, �ary,y�4y��� _ - PrdeniaMl Faigehsr 1e4: SN XAISMU malmouKalx. haKnodifffY! iQ-gsaat outside WAM low almm Ravished teasel ,f>B,l(34 AwroaedforUse, am Rom I TAMKORed Onderla3nlatte(HVFQ} Rnotundeda3mantafruse hFeeHV1fL 0Br11tJ03S Yes N0 NA WA ASIA 18ttlgli2WddLd= RALWO J lowellma: 1 TAMCO Flat Top OlFPodgs Vend tw&Soft for Toe 2/Qa. dasaroaveatllaba R7Bh bd5s tla0B12026 Ye, Yea MIA NA 2 TAMKO ROW UMhMymams(NON4r%lZ) RgaundOdaYmadsfruse In FSCftW4fWR oacarml No Y. NIA WA 2 TAMCO OoossnadrVert 20%I. oBYUP = No Yea NA *0A.52S lamw1odans, 3 TAMCO O$MWQt RodVont wits Belle 2e go. state reofvuMNor with labonted wile, 0100612028 Yet Yae NA WA 4 TAMCO Round Top.ONAIdge Voa WM area, re, Tie 28 gt soffiC rodvmOfdar sees beae 0&OQRam Tee Ya NA NA Flodda Department of Business & Profeeslcnal Regulatlun Patti or i Blip Cooed and Standsrds 1nt2drxl Product approval Application Datoll Florida Departrnent of Business & Professional Regulation Patt i of Building Codse and Standards 1rer2922 Product Approval Application Detan gab sdkw 20 gals 2"Pand 20 lM vwsW moaftAatunr Convict Evollawlituosawal, Valldaatl Ow Yam r FBCAOdroW Awroved 39W Revision 2020 All Amaksor9tutterspaid Glass MkaBarbiwi Frank L. Benreado, RE Tray SWIM RE 10ft72020 10risrew 11AK= 12M512n40 Approved Catllaoria .`hunters (561) 7124OU PE- XWW49 (854) 947-0880 SulaCNgpry: SIonT Panelo mikebQalkrtbrbanMutte OOMOMMMOMOO: Elluaton Repwtfroma reap Florida Registered Amhaact me LkxnEad Florida .. prohetworw Engineer j uas Produul.1*004 Number or memo AUU*Wd For Use . Anomwtl Product 04mrwtkm Conked Esolraloa QMa to HVHZ ouggs Ilm Use Jiang NYNZ mosskni t 2UM Plateaun 1 24ge GaNanked S" Storm Panels 24ga GaNenaad:Steel Slum Panel. 12f31)2022 Yea Yes Yes WA Florida Depaft font of Business& Professional Regulation Pagal fl Bugd)rg Codes and Standards 01,144021 Product Approval Application Dig Must VK" mmulhoAor contest Vto tted by Vdkided an imbed 1PSCAamd acts& ROASM 21120 WmyeMae,dr Rob Ow"n t00 & Wudonter ie. LLC M LaNw. P.E. gZWM21 101130D20 02WM21 Appravad Calegple 9eacusalcmgp•nents MX 924-M7e tool)839-32115 s0,C0.9m . Bnglowild Lumber ad)at.etiaflni;paayerM crealooss MMbd: eWution RaprtRam a ass — P1,9*41 evaluation rnoty 4iir11Gl seas $eridas InHM L Berrid passage I Microfilm LW Loaded d Vacs Lumber cw3V2tr23. hle Yes WA WA 2 PMWWm Pat Pastl me elL tuber 0313112023. No Y4t NIA WA 9 Trhbet5had LSL Laminated siren L.Mos, 03r311,'m No Yet HA WA 4 TJ Porn sherd B1riolud composite LMraera AkiitrideraM 03131=23. No yes NA WA board Tarn Bros 5 we rMNNtrRM aam crowded show cam Rim Board 11"1I2023 No Yea NIA WA Ftodda Department of Business & Professional Regulation BL#Wrtg Codes and Standards Product Approval Application Debt! pop 1 ars tar1021 lye[ liemign Manufacturer Cooked FmNr )09MK* yiDAM ba fROAaz�sl d@gala0 atria Rawao, 2020 AMWIndassard&epls esrasmover AmadgrtArCbbdaral steam sL Won, PE 1lr2rma 11tJ2*010 114SM20 ApprM,0d coteaw.liltual T' ST72I3M,33N MwubtWrrt AssaalaYon L711)31r-e434 **C*Wrlr, Read t Whp.*"*,deem OA Wllriae Meshed OW66C M%&Aa Lhiiry gMdUANWOMlfCYtaYEGfaLLat Aia[eriLLfCtlYB IGWit now ass!IBMlatffifi out" Millil Rid Mal ffieleN[! 1 issPW 73a.72ki usiedWass 04MV2023 No Yee No +ea4a Florida Depaitiesnt of Business & Professional Regulation Building Crudes and Stancalyd3 Product Approval AppgcaUon Dlitall Florida Depsrtmont of Business & Professional Regulation Building Codes and Standards Product Approval Application Datall Pea i d I 1 VZQI PaV i d2 110=1 Florida Deparinert of Business & Profs skml Regulation Pass or Building Codas and Standards alarm Product Approval Application Data)( BWJWor are am a ttbatm art 1j� Mtasaaorura Cgnt6d endow ill, ores %A*"*M ear %Wd" a PAC AmreNd AbpraVsd She", Rwsm 2020 Floods MAN Products in4. 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NA WA Florida Departmert of Business d Professional Regulation Ppel art Building Codes and Standards f9=1 Product Approval Application DettaB ram aft u Jake ➢ ! Re Pon leaf ,a6dama, )d um atilsidlad eaamm so& Redden 2001 Commonow Concrete, Produaalma R,*W0111e e8170401 A tireenbrg Jahn Hoy IWISM211 12maf10a0 1212942020 sing FBC Asp, 0000w : arvftw coroo aaa PE 34245 (05Z 5eNJ311 $dK4tegery: Product Introduced as a Result of pro-t9d• evishoo.wm New TWm lesw Caryl Mad IMlra Meatrd: Pollution R 0rna Rledde atadAMaNeelreLicensed Ftodd, Reg Prasefknd Engineer QMM L&UAIM A Agmlleaug al kill" aavm and In HVHZ i Baku imam 1 OulllyRestr or comilerdnl Conerae Product, Procaet and Prostrated Concede Unt4a 0542111=4 No Yet WA WA May 27, 2022 N N O N C_ O .(D CU ^ a.L w U o - a 0 0 0 U CU .� 2 p !— M . 1✓) Q X C N J/ � tL � (.) G O a- C t3 O 'o xC"I a_ CA L N Q H Q d y C 6) G Q to a' d N C ro d Cn L sallassae Clio `V > L_ O CL L U O L Cl) CIO W CL O Ca CC ilJ a z J z Q _I a SHEET NO. PA 1.1� Simpson Strong -Tie 2DA20 F13C Approved Products Updated 1Z13QM2Q For darect inks to all SsT %virovais listed below� For addlbonal information regarding Florldiss "isivide Product Approval ftstern and Mfift-Dalle County Ndtloe orAoceptM00 MCA), CLICK HER Product Description I Tibten infess Steel Concrete & Masonry Screw (T7N-SS) 114" diameter Tifton Stainless steel masonry screw FLNON9-R$ A2111 Product Dissertation I SD1 M 12DOS Outdoor Accents Connector Screw 2 SID91 12, S09212, SDI 0112, SD1 0212 Strong-Dfive SO Connector Screw 3 SD9112SS. $D9212SS Stong-Driviii 60 ConnocWr SS Screw 4 SDCF22434, SDCF2251Z SDCF22614, SDCF22700, SDCF22858, SDCF221014, Sirong-Dr" SDCP Timber-CF Screw SDCF221134. SDCF221334, SDCF271OW, SOCF272368 5 SDCP22434. SOCP22512, SDCP22614. SDCP227DD, SDCP228W, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SOHR27400, SDHR27614, SDHR31400, SDHR31614 Strong-Dwe SIDHR Combo44sad Screw 7 SOS25112. S0826134, SDS2520a, SDS25212, SDS25300, SDS26312, 813825417 Strong -Drive SOS Heavy -Duty Connector Srrew SDS25500� SDS25000, SOS258M 8 SDS26112SS, S0825200M, SDS25212SS, WS253OOSS. SDS25312SS Sbroing-Drive SOS Heevy-Duty Connector SS Screw, 9 SDVW2716, SDWF2720, SOWF2724, SDWF2726, SOWF2730 Strong-1304e SDWF Flootr-to-Floor Screw FL#10007-RB JW Product Model, Num her grNaine Product Dewdation 1 ATR318, ATRI/Z ATRW8, ATR314 Threaded Rods 2 ATUD5, ATUDS-2. ATUD9, ATUD9­2, ATUD9-3, ATUDI 4, ATUO14-2 Aluminum Take -Up Device 3 BM8-2, BP112, BP11-2-3, BPS/6-2. SP5t", DIP314, BM4-3, BPRTUD3-4 Bearing Plates 4 CNW318, CNW1t2: CWV518, CW.W4, CNW5/8-112, CNW314-&8 Couple r Nuts 5 CTUD55. CTUD65, CTUD68. CTUD75. CTUD76, CTUD77, CTUD87, CTLID88, CTUDST Coupling Take -Up Device CTUD98, CTUD99 6 N3,144, N5, NO Heavy Hex Nuts 7 RTUDS, RTLJ038, RTUD4, RTUD46, RTUD5, RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 8 TUDO, TUD10 Take -Up Device 9 TUVV38 TaktUp Washer 10 URS3 3f8" Uplift: Rod Run Tiodown System 11 URS4 1/2" Uplift Rod Run Tiledowh System 12 LIRS5 5/8" Uplift Rod Run Tiodown System 13 LIRSO 3/4" Uplift Rod Run Tiodowin System PL#10441-RO §W Product Model. Num bar or Nanno Produat Dmortation I DTr2 Hold-down 2 HOCIO/4, HDC1Or22 Hold-down 3 HDO8. HHOOI 1, HHDQ1 4 Hold-down 4 HDUZ HDU4: HDU5, HDU8, HDL1111. HDU14 Hold-down 5 HPA28, HPA35 Stra"tyle purlin anchor a LSTHD8, LSTHDSRJ1 Str2p-style hold-claimin 7 MASA,MASAP Foundartion anchor strap 8 MPA132, MPAI" Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PASS Strap4tylla purfin anchor 10 PAII8. PAI23, PAI28, PA1,35 Strap -style purfin anchor 11 STHDIO, STHDIORJ Strap-sityle hold-dowri 12 STHD14, STH014RJ Strapi-allylee hold-down Simpson Strong -Tie 2020 F13C Approved Products Updated I Zt3VMO For ck" Inks to sit SOT approvals Islad below, CLICK HER For Additional unformartion regarding Flordas Statewide Product Approval System and Mum -Dade County Notice of Acceptance (NON, 21 LB series hangers Top flange hangers available in width of 1 -9/1 V'and heights ranging from SV8" to 22 LBAZ series hangers Top flange hangers available in width of 1-9116"and heights ranging from 9-31`161D 13-118". 23 LEG3, UEG5, UEG7 series hangers Top flange hangrans, available in writhe ranging from 31K'to 6- 7f8" and heights ranging from 9" to 33-Ir7. 2,4 MEG5, MEG7 saw" hangers Top flange hangers available in widths ranging from 6-1/4" to 6- 718" and heights ranging from W'to 32-It2'. 25 MIT series hangers Top flainglo hangers avalloble in widthis ranging from 1-9/1610 5- 1/8" and heights ranging from 9-1"'to 24'. 20 PF. PFB, PFDB, PFDSB series hangers Top fiange h$ng*FS available in width of 11416" and heights ranging from3-3ff' to 7-110. 27 RR Ridge rafter connector 2S WP series hangers Top flange hangers available in Wdths ranging from I -WI 6110 7- 118" and heights ranging 9-1/4' to 32". FL#10960-RS JRW Product I ASA44, ABA44R, ABA46, ABA48R, ABA136. ABASeR 2 ABU 44, ABIU44R, ASUI46, ASU146R. ASU5.5, ASU5.6, ASU65, ABU66, ABLMR, ABU88. ABUIISR, ABUIOIO: ABU101OR, ABU1212, ABU1212R 3 ABW44Z, ABW44RZ. ABW46Z. ABW46RZ, ABW66Z. ASW86PZ, ASW7-7 4 A04, AC4R, ACE4, ACS. ACOR, ACF8 6 BC4, BC48, 304R, BCS, BCSR. BCS� BCS2-2J4. BCS2-M 8 C844, COO, CM, 0568, CBSS 7 C85O44-SDS2,CBSQ4S-SDS2. CBSQ66�SDS2, C5SQ80-SDS2, CBSQWSDS2 a cc, ECC, ECCU series 9 COO-SDS2.5, E0CQ­SOS2.5 Series 10 CPT44Z. CPTe6Z, CPTS8Z 11 EPBMA, EP544, EPS46, EPB66 12 FPS4Z 13 LC844, LCBS6 14 LPC4Z,LPCOZ 15 MP844Z, MPBW, MPBRaZ 16 PS44. PS44R, PB46, PBW, PBSOR 17 PBS"A6 PBS46. PBS65 is PBVO, PBVIO 19 PC44-18, PC48-1 0, PC48-1 0. RC64-1 6, PCW 16. EPC44-16, EPC46-1 5, EPC48-11 5, EPC:84.18� EPC88_18 2D PC4Z. PC4R7, PCIM, PCORZ, PC8Z, PCBRZ,. EPC4Z, EPC4RZ, EPCdZ, EPC8RZ, EPC8Z, EPCSRZ 21 PPB44-4Z, PPB"-6Z 22 RPBZ FL#iOWS_R5 11110 I FJA, F 2 FRFP 3 GH4". GH4", GH48-6. GH48-8, GH410-6, GH411U. GHWO, GHW8. GHW-6, GHeS- 8, GH6`l 0-6, GH61 D-8 4 GLB5A, GLB58, GLB5C, GLBBD, GUWA� GL87B, GLB7C. OLS70 5 GLBT61 2, GBL7012. OLSTSIS, GBLTe16, GLSTS20, GBLTS20 6 HGUBA, HGLBB, HOLOC, HGLB0 7 HGT-2, HG-r.3, HGT-4 a UPP10-Sm 9 URFP ProductDowription Adjustable Post Base Adjustable Post Base A4justable Post Base Post Cap Post Cap Embedded Column Sees Embedded Column Base Bolted column caps with WI ranging from 3-14'to 9.1 /2' And W2 ranging from 3-W8" to 7-If2" Screwed column caps with WI ranging from 3.114!'to 9-1/2'and M ranging from 3-SM" to 7-1/2" Concealed Post Tie Base Embedded Post Be" Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Bass Embedded Post Base Round Post Base Post Cap Post Cap Poe Base Ratiplit PostBaiso Product Description Foundation Anchor Flat Retrofit Foundation Plato Girder HarQer Glulam Bearing Plate Glulsun Bearing P" Heavy Glulam Bearing Plats Heirvy Girder Tiedown Universal Foundation Plate Universal Retrofit Foundaton Plift Simpson Strong -Tie 2020 FBC Approved Products Updated 12r"Mo For direct Inki to 6118STappirovats listed below, CLICK HERE For additional Willarmaton regarding Florldes OtAllawkie Product Approval System an a MamilDado County Ndxe cc Acceptance (NoA). F1#10446-Rill; Jig" Product Model, Number or Name Product DesCrintlion I A21, A23, A33, A34. A35, A44 Angles 2 APA21, APA4, APAO, APVA21, APVA4. APVA8 Outdoor Accents Angles 3 APS44, APB44R, APVBUS, APS66R, APBU, APB88R, AP`B1 010. APBI 01 OR, APV544, Outdoor Accents Post Bases APVB44R, APVBW, APVEMR, APVBW, APVB88R, APV131010, APVB1O1OR 4 APDJT2-4, APDJT2R-4, APDJT2-0, APDJT2R-6. APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Dock Joist Ties APVDJT2RZ 6 APHH40, APHH4SR, APHH010, APHH61OR Outdoor Accents Heavy Hanger 6 APL4, APLS, APT4, APTS, APVL4, APVLS, APVT4, APVT8 Outdoor Accents L and T Beguin-to-Columin Ties 7 APLH24, APLH24R, APLI-1126. APLH20R, APLH210. APLH21 OR Outdoor Accents Light Hangers 8 EIVLZ Brick Veneer Ledger Connector 9 CBT2Z, C13T4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJTSZ Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4. FC6 Framing Clips 14 FWANZ Foundation Wall AngW 15 GAI , GA2 Gusset Angles 16 1­12A, H2.5T. H8, HIOA-2, H1 OS. HI 4. HGA1O HumcianoTles 17 HCJTZ Heavy Concealed Joist Tie IS HH4, HH8 Header Hangers, 19 KBSIZ Knee -Brace Stabilizer 2D 1.30,1.50,1_70,00 Angles 21 LCE4 Post Cap 22 LS;3O,LS5O,LS70.LSQO Skywatriat Angles 23 LSCZ AdjwstablarStair Stringer Connector 24 LSSJ26LZ. LSSJ26RZ, LSW28LZ, LSSJ2SRZ LSSJ2101.2, LSW21ORZ Field Adj ustsible Jack Hanger 25 LSSRI 81, LSSR2.1, LSSR2.37, LSSR2.56. LSSR210-2. LSSR410 Field Adjustable Slopeable/Skewable Hanger 20 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z, M-282, ML28Z. ML21 OZ Anglas 2S MMH8 Roof Tie -Dow 29 MMHC Hinged Rod Connector 30 MMLU26. MMLU26-2, MMLU28, MMLU28-2, MMILL210, MMLU1211, MMLU139, MMLU1311 Face -Mount Hangers 31 RBC,RBCP Roof Boundary Clips 32 RST-3 RootTio-Down 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC, STCT, DTC, HTC4 TnussClips 35 TJO37, TJC57 Truss Jack Clips 36 Z2,24�ZAIAI Panel Stiffener Clips FL#10447-RS Salif Product Modol, Number or Name I AHEP 2 DSC2R-SDS3, DSC2L_SDW, DSC&R-SOM. DSCSL-SDS3 3 GBC 4 HCPI.81, HCP2, HCP4 5 HHRC2-2, HHRO42, HHRC42-2: HHRC4/1.81, HHRC", HHRC5.25a25: HHRC5.3713.12, HHRCe8 6 HRCI.81, HR= 7 LRU26, LRU28, LRU21Q LRU212 8 LSU26, LSSU28; LSBU210 9 TBE4, TBE6 10 TC24. TC28. TC28 11 THA29, THA213, THA218, THA21S-2, THA222-2, THA413, THA41 8. THAC418, THAA22, THAC422, THA426- THA422-2. THA42&2 12 THAII.81122, THAl2.08122. THAl2.1122, THAt222, THAI322, THA13522. THA1422 18 THAL422, THAR422 14 THJA26, LTHJA26� LTHMA 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU26-W 16 TS8R2-24 17 VPA2, VPA25, VPAS, VPA35, VPA4 15 VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated 12rQr2M For direct Inks 106111 SOT approvals Rated below, CLICK HER For addiriorral unlormation regarding Flandesetalowide Product Approm System and msm4)ade county Name of Acceptance INCA), CLICK HERE Product Description 1 BT, BTB, STH Brick Tim 2 CMST12, CMST14, CMSTCIO Coiled Straps 3 CS14, CS16. CSIS, CS20, CS22 Coiled Straps 4 CSHP118. CSHP20 Coiled Straps 6 CTS218 ComprossiontTerision Strap a DSP, SSP, TSP Stud to Plate tie 7 H1, H10A, F12,5A, F13, H8, H7Z, HIS, HISS, HIS-2. HIO-28 Hurricane, Ties 8 14GT-2, HGT-3, HGT-4 Heavy Girder Tiedown 19 HS24 Hurricane Tie 10 HSS2-SDSI.5, HSS2-2­SDS3, HSS2-3-SD83, HSS4-SDS3 Heavy Stud Shoo 11 HST2, HST3, HST5, HSTa Straight Straps 12 HTS16. HTS20. HTS24. HTS28, HTS30, HTS30C Heavy Twist Soup 13 HTSW SKTZ, HTS020KTZ HeavyTWstSoap 14 LIFTA Light Floor Tie Anchor 15 LSTA9. LSTA12. LSTA16, LSTA18, LSTA211. LSTA24, LSTA30, LSTA3B Straight Straps 18 LST149, LST173 Straight Straps 17 LT820, LTM Bridging 16 LTS12, LTS16, LTS18, LTS20 LightTwistStrapt 19 MOT Medium GirdeirTiodown 2D MST27, MST37, MST48, MST60, MSM Straight Straps 21 MSTA9, MSTA12. MSTA15, MSTA18, MSTA211. MSTA24, MSTA30, MSTA36. MSTA49 Straight Straps 22 MSTC28, MSTC,10, MSTC52. MSTC86, MSTC78 Straight Straps 23 MSTC4883, MSTOSSW Pre -Bent Straps 24 MST12e, MST13e, MST148, MSTIOO, MSTI72 Straight Straps 25 MTS12, MTS18, MTS18, MTM, MTS24C, MTSM, MTS3DC Medium Twist Strap 20 NCA2x1O-1Z MCA2912-1Z NCA2x8-I6, Nr-AZ(10-16. INICAN12-16 Bridging 27 RCW812, RCWB14 Wail Bracing 28 RPSIS, RPS22, RPS28 Repair Plate Strap 29 RSP`4 Stud to Plate Connector 30 SP1, SP2. SP4� SPS� SPO Stud Plato Tie 31 SPH4, SPH16, SPH8 Heavy Stud Plate Tie 32 SS1,5, SS2.�, SS3, S-94.5 Stud Shoo 33 ST9, ST12, ST118� ST22, ST292, ST2122, ST2115: ST2215, ST6715, STS224, ST8236 Straight Straps 34 TSM, TB27, TBSO, TB36, TB42, TB48. TRU, TB56. TB6D Tension Bridging 35 TWBIO, TWS12, TWB14 Wall Bracing 38 VOT, VGTR, VGTL Variable Pfth Girder Tiodown 37 WB100, WS1100C, W15128, WB126C, WB143C Well Bracing 73 F117 OR, Product Description I CBH2.37xS.5, CBI­12�37xTfili, CBH2-37A-75 Adjustable Hip -End Connector 2 DU. DHU. DHUrTF series hangers Drug Stinalt Connectors Gable Brace Connector Hip Corner Plonis 3 HGU3.63.SDS, HGU5.25­SDS, HGU550-SOS, HGU5.624SDS. HGU7.0O.SDS, HGU7.25. Heavy Hip to Ridge Connectors SDS, HGUO.00-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.2-1-SDS, HHGU5.50-SDS, HHGU5,62-SDS, HHGU7,0"DS. HHOU7.25-SDS, Light Slopeable/Skewable U Hanger HHGUQ.0O-SDS Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210-2, HHUS48, HHUM, HHUS410, HHUS5-50110, Truss Clip HHUS7,25(10 Adjustable Truss Hanger 7 14SUR, HSUL, HSURC, HSUILC series Insingers Adjustable Truss Hanger &zed for I -Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU,28, HTU210, HT1.128-2, HT1U2a-2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacier-Restraint Variable Pkh Connectors Valley Truss Clip 10 HUC01.81/9-SOS. HUCOI.81/11-SOS, HU100210-2490S. HUCO210-3-SPS, HUCQ310- SOS, HUP0410-SOS, HUCQ412-SDS� HUCQ5.2W-SDS, HUCW.2M1-SDS. HUCQ6IO- SOS, HU0Q612,SDS Simpson Strong -Tie 2020 F13C Approved Products Updated I Zl"MO For direct Inks to all SST approvals Wed below, CLICK HER For additioital information fog!�ft Plondars Statewide Product Approval System and Marnt-Dride County Notice of Acceptance (NOA), A291 Product Model. NUmber or Name Pmduct Descrialtion I HHUS210-3, HHUS210-4 Joist Hanger 2 HRS6, HRS8, HR812 StrapTles 5 HUM210-2-SOS, 14UCO210-3-SOS, HUCQ310-SOS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THGQ2�SDS3, THG03-SDS4.5, THGOH2-SDS3, THGOH"DS4.5, T14GOH4-SDSS Joist Hanger 6 THGW3-3, THGWS-4, THOW4-3, THGW4-4 Joist Hanger F01J473-RO 1ftX a Product Description 1 DETAL20 Doubt- Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H16, H18S. 1­110�2: H18-2S HurricaneTte 4 HETA`12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETAL12, HETALIS. HETALM Embedded Truss Anchor 6 HGAMIO, HMg Masonry retrofit connectors 7 HHETAW: HHETA20: HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3.SDS2.5, LGT4-SDS3 Girder Toclown 9 LTA2 Lateral Truss Anchor 10 Mf META16, META18, MFrA20, MErA24, META40 Embedded Truss Anchor I I MSTAM24, MSTAM38, MSTCM40, MSTCMOO Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM16, HTSffaO Twist Strap for Masonry FLA41496-RS Aafi Product Model, Number or Name Product DescrhAlon I DTT1Z Dock Tension Tie 2 HD12. H019 Boiled Holdowns 3 1-106, HD513, HD75, HD98 Bolted Holdowns 4 HTT4,HTT5,HTT"4 Tension Ties 5 LTT19, LTT20B, LTTI31 Light Tension Ties FL#13629-RO Inj Product Model. Number or Name Product Description 1 SB5/8x24, SB7/8x24, SB1x30 SB Anchor Boft 2 SSTS16, SST820, SSTB24, SSTB28, SSTS34, SSTB36, SST81 SIL, SSTB201., SSTB24L, SSTB Anchor Botts SSTS28L FW38n-R4 fta 9 Product: Model, Number or Nam# I CMST12, CMST14, CMSTC18, CS14, CSIO, CS18, MO, CS22 2 HRS6; HRSS, HRS12, FHAS, FHAQ, FHAl2, FHA18, FHA24, FHA30, MSTI28, MST136, MST148; MSTI80, MSTI72, ENST27, VMST37, VMST48 3 HTS16, HTS20, HTS24, HTS28, HTSSO, HTS3OC 4 LSTA30, LSTA38, LST149, 1-37173, MSTA9, MSTA12, MSTAI 5, MSTAI 8, MSTA211, MSTA24 5 LSTAP, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122. ST21 16, ST2215 a LSUBH3.25, SUBH3_25, MSUSH3.25 7 LTP5 8 LTS12, LTSIe, LTS18, LTS20 9 MSTA30, MSTAW� STS21 5. ST6224, STO, STIZ ST1 5, ST22, MSTC28, MSTC40, MSTC52 10 MSTC68, MSTC78, ST8236 11 MTS12, MTS16, MTS18, MTS20, MTS30, MT824C, MTS30C 12 SS1.56, WBI.81, SW.06, StB2.37, SW.58, SIB2,88. VS3.12. SIB3.56, S/B3.62,6184.06, &B;4.112� SIB4.28,5184.76, S65,50 13 9BA2.1218, SBA2.12/10, SABA2.12f12.S6A2.12J14, S(BA4.1818, S/BA4.18110. SIBA4.181112, SIBA418114 14 SfHIA 15 SMDSS, S/HDM S44DIOSI SMDIOB, SIHD15S, SHOISB 10 S/HDU4, SIHOUS, S/HDUQ, S/HDU11 17 SfJCT, SrriJCT Product Elosiantiotion Coiled Straps Straps 97 mil (12 9a) Heavy Twist Straps Straps 43 mil (18 go) Straps 33 mil (20 ga) Bridging Connector Lateral Tie Plate Light Twert Straps Straps 54 mil (16 got) Steps 68 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Dosorlotion Concealed hangers Fisoat-mount (DLI, OHU) and top-Itainge (DHUTF) hangers availlablee in widths ranging from 1 -WI Wto 3-0/18" and heights ranging from 9-118"tD 23-1151118". Face -mount hangers Faco-mount hangers Avalliable in widths ranging from 1-518"to 7. 3M" and heights ranging from 5-6/1 IY'to 12-718". Face -mount hangers Face -mount hangers Skewed face -mount hergers; Available in wIdthis ranging from 3- IJ8'* to 5-1/8" and heights ranging from 4_='to 1&3fd[!'� Concealed flange version (H-SURC, HSULQ) available for all double 2X and 4X models; only acute flange is concealed. Face -mount hangers, Fac-mount hangers available in widths ranging from 1-9/1 V'to 7- 1/2" and heights ranging from 2-7/8"Itc, 19-114'. Concealed Range version (HUC) available for all modisit; having width equal to or greater then 2-9/16". Face -mount hangers Simpson Strong -Tie 2020 F13C Approved Products Updated 12/3WMO For direct Inks to All SST awrovels, Ifeed below, CLICK HERE Far additional infornation regarding Flonda's Stidewide, Product Approval System and Mani -Dade County Notice d Acceptance INCA). Mum - IS StUBVI.56, SILSV1,81, &LBV2.06, &LBV2.37, SILBV2.56, SILBV2.6B, SILBV312, Top Flange Joist Hangers S'LBV3,58, SILBV3.62, SILE3V4.06. SILBV4,12, SILBV4.29, SA-aV4,76; SiLBV550 19 SfLTT20, SIOTT2Z, SIHTT14, HTT4, HTT5 Holdowns, 20 SIMSTOO, SNST72 Straps, 116 mil (10 ga) 21 SPAI, SPS Stud Plate Tin 22 Ssp� OSP. TSP Stud Plate Ties 23 STC, DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#11390,11-1116 EWA 1 CCONG.62-SOSHOG, COQM4.e2-SDSHOG, CCQM5,5O-SDSHDG, CCTQM3.62-SOSG, CCTOM4.82-SOSG, OCTOMS.50SOSG, COCOW0.62-SI)SO, CCCOM4.42.SDSG, CCCOM5,60-soso 2 ECCLOM3.62G4CT, ECCLOM4.62G-KT. EC­CL0M5.50G-KT, ECCLLOM03.62G-KT. ECCLLOM04.M-KT, ECCLLQMD6,sDG-Kr. ECCLROMD3.62G-KT, ECCLROMD4,=- KT, ECQLRQMD5.50G-KT 3 HGUM5.25, HOUMS.50, HGUM7.00, HOUM7.25, HGUMIQ.00 4 LGUM25.2, LGUM26-3, LGUM264, LGUM28-2. LGUM28.3, LGUM284. LGUWIO-2, LGUM210-3, LGLIW110-4, LGUM46, LGUM48, LGUM410 5 MBHA3.12)9.25, MSHA3.12JI1.25, MBHA3-5W.25, MBHA3.56)9.25. MBNA3.56111.25, MI*4A3.56111.88, MBHA3.5&14, MSHA3.681`161, MBHA3.56r18. MBHA5.5W.25, MSHA5.5=.25, MBHA5�501`11.25, MBHA5-SW11.8B. MBHA5.5ZY14, MSHA5.50/18, M13HA550/18 6 MBHU3.5W9.25, MEHU3.56fll.25, MBHU3.58/11.86, MBHU3.56114, MBHU3.56116, MBHU3,5&iS. MBI-11.15.5019,25, M13HUSM11.25. M1311-11.15.5011.88, MBHU5.60114, M81-11.15.50/116, MBHU5.5WI8 FLM3975-ftS S".1 Pro4uct Model. NuMbor Qr Name I SDW22300. SOW223M. $DW22438, SOW22458.$DW2260Q, SOW=000, SQW22W8. SDW22834 2 SDWCISM: SOWCISSOO 3 SDWHIMDR SI)WHIG400138, SDWHIODDODS, SIDWHIOSOODS, SDWH11gIOOODB 4 SDWH274ODG. SOWH270DOG: SDWH27WOG, SOWH27110ODG, SUVVHW12WG 5 SDWS16212, SDWS1630% SOWS16312, SM916400 If SDWS119800, SOWS19712, SDWS22400,SDWS225OO�SOVVS225I2, SOWS22000; SOWS22800, SOWS22900, SDVVS221 = SOM221 100, SDVeMI20% SOWS2215W 7 SDWS=300DEL. SDVVS224OODB. SDVVS22SOODS: SDWS22eCODB, SDWS228000S, SDV&MIOQODB 8 SDWS22312OBB, SOWS22512DBB 9 SDWS273OOSS, SDWS274OOSS. SDWS275OOSS, SDWS2760OSS, SDWS2780OSS. SDWS27100DSS, SOM2712DDSS 10 SD%W13400 11 STN22 Pmduct Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Boom HaWra Masonry Beam Hangers Product Doiscription Stroing-Drivia SOW EWP-PLY and TRUSS -PLY Sorows Sirong-Drive SDWC TRUSS Screw Strong -Drive, SDWH TIMBER-H D(Screw Stong-Drive SOWH TIMBER-H EX HOG Screw Stong-Dir" SOWS FRAMING Screw btrong-Orive, SOWS TIMBER Screw (interior Grade) Strong -Drive SDWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Stroing-Dwe SDWS TIMBER SS Screw Strong-Drivis SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer FLMS363-R3 MW Produat Madel. Number or Name Product Description I AS 18, AS 1885, AS IBSO 18 gra. Truss Plates 2 AS 2DHS 20 go. High Strength Truss Plaile 3 AS-20 20 go, Truss Plate 4 ASHIP HingoPlateConnectot FL#15730-FL4 aOd" Product Model. Mum bar or Name I Er -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-50. GDPM-75, GOPM-100, GOPS, QW-60, GW-76, GW-1100� GTH Ges-factuated fasteners and assemblies 3 POPA, PDPA-K, PDPA_MG� POPAT, PO PAT-K PINW, P NWP, PINWP-W, POPAWL, Powder -actuated fasteners threaded sluds, and assemblies PDPAWL-MG, PSVl_3. PSVL3-K, PCLDPA, PECLOPA, PTRHAS, PTR14A4 4 SET-3G Adhesilve Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products Updated 12r.W2020 omFor direct Inks toaffSST approvals, Retard Maw, CLICK HER For additional triffictmation regarding Flarldes Stabowlife, Product Approve! System and Marn-Daft County Nodw of Acceptance (NOA), 11 HUS, HUSC series hangers Face -mount hangers Available In widths rangingfrom 11-50'to 3. 9116" and heights ranging from 4-51`16" to 11". Conosiallicl flange version (HU$C) available for modols; having wkft equalliD or greater then 3-06". 12 [US series hangers Face -mount hangers available in widths rangingfrom 1.7t8"to 3. 518" and heights ranging from 9-1/4" to 16'. 13 LGUS.25-SOS. LGIL13,63-RDS, LOUS.25-SOS Face -mount hangers 14 LU24, LU26, LU28, LU210 Faice-mount hangers 15 UUC26Z, LUC2iOZ Face -mount hangers 16 LUS series hangers Face -mount harigers available in widths ranging from 11-91`16'to 4- SO' and heights ranging from 3!'bo 1 17 MGU3.63-SDS� MGU5.26-SDS, MOU5.60-SDS, MOU5.81SOS, MGU7.0"DS Face -mount hangers 18 MIU series hangers Face -mount hangers available in widths rainging, from 1-9/1 V'to 5. 118" and heights ranging from 6-I&IV'10 19- ItZ'. 19 MUS28, MUS28 Firco-mount hangers 20 SUR, SUL. SURC, SULC series hangers Skewed face-mourt hangers available in widths ranging from I - 9/18" to 3-W16'antl heights ranging from 3-1 tl &'110 IMIR'. Concealed flange version (SURC, SULC) avaliabie for all double 2X And 4X mcidols; on ly� acuile flonge is concealed. 21 U series hangers Face -mount hangers available- In widthis ranging from 1-911 S"bo Wand heights ranging from 2-5/V'to 11 -114". FL*tOB$7-RS SW Productlillodel. Number or Me" Product Deacriltatlan I BA series hangers Top flange hangers available In Wdths ranging from 1 -911&'tD 7- 1/8" And heights ranging from 7-1/6'to W'. 2 DGBF sorka hangers Top flange hangers available in widths ranging from 3-616'to 7- 1/8" and heights ranging from 9-114" to 2,11". 3 DGF series hangers Top flange hangers available in wid" ranging from 1 -1r2'tc 3- US' and heights ranging from 7-1/4' to 24'. 4 DGHF series hangers Top flange hangers available in widths ranging from 1-31,Vto 3- fifff' and heights ranging from 9-1/4" to 2.W*. 5 E05� EG7. EG9 sari" hangers Top flange hangers available in widths ranging from 5-114'to S. 7/8" and heights ranging from 11 " to 32-V21'. 6 EGO series hangers Top flange hatingersavailable in widths ranging from 3-&V'to 7- 114" and heights ranging from 11-114" to 37'. 7 GLS series hangers Saddle harrigons available in widths ranging from 3-114!'to 8-7/9' and heights ranging from 8-112'bo 28". 8 GLTV series hangers Top flange hangers available in widthis ranging from 3-1/410 7- IM" and heights ranging from 11 " to 32'. 9 118 series hangers Top flange hangers available in widths ranging from 1 -918" to 7- 112" and heights ranging from S' to 30". 10 HGLS series hangers Saddle hangers available in widths ranging from 6-114!'to 8-7/6' and heights ranging Rom 10-1 17'to N'. 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4'to 8- 7/8" and heights ranging from 7.1 tZ'to 37� 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-11W'ki 7- Iff' and heights ranging from I Cto 3W. 13 HIT series hangers Top flange hangers available in vAdthN ranging from 2-5/16'tD 3- 9110" and heighriv; ranging from IV'to W'. 14 HUSTF series hangers Top flangejoist hangers available- in widoe; ranging from 3-IfIl"to 3-9/1W and heights ranging from 5-31W to 13-IM". 15 HUTF. HUCTF series hangers Top flange hangers available in widths ranging from I -WIT'llic, 5- 1/2" and heights ranging from 3-7116'to 15". Concealed flange version (HUCTF) Available for all mWels having v*ft equal to or greater than 2-9116". 16 HWP series hangers Top flange hangers available In widths ranging from I -011&'to 7- 1/8" and heights ranging from 5-3fftc, 281. 17 HWPH series hangers Top flange haingers Available in widthis ranging from 1 -WI6" to 7- 1/2" and heights ranging from 5,VV'to 32'. 18 ITS series hangers Top flange hangers available in widths ranging from 1411 ir'to 3. 5/8" and heights ranging from 9-1 Wto le'. ID JS series hangers Top flange hangers available in width of 1-0/16'and heights ranging from S-&8" to 7-litil". 20 JBA series hangers Top flange hangers avoiiable in width of 1-911V'and heights ranging from 9-3/1 &'to 13-118". Simpson Strong -Tie 2020 F13C Approved Products Updated 12r==0 For direat Inks to ell SST Approvals Wd below, CLICK HERE, ------- 7 For additional infornauton!!meg Fkxida�sStialarwidrr Product Approval System and Marni-Dade County Notice dAcceptance (NON, gWCK HE3 5 SET_XP Adhesive Anchor for concrete e Strong -Boll: 2 W1`82, ST92ASS, ST B24W Strong -Bolt 2 Wedge Anchor for concrete available in carbon stool and Types 304 and 316 stainless steril 7 Titen HO (THD-H, THD-HMG, T14D-H4SS, THD-H8SS, THO-CS, THID�CSBSS) Then HO Heavy Duty Screw Anchor for concrete and mawnry available with hex head In carbon steel and Types 304 and 316 stainless steel, or with counitersunk head in carbon steel and Type 316 stainless steel 8 Tillen HD Rod Coupler (THD37634RC, THM0934RC) Than HD Threaded Rod Couplar for concrete, 9 Tillain HD Threaded Rod Hanger (THD825158RH, THDW715SRH, THO37212RH, Tiffin HO Threaded Rod Hanger ibrooricirelas THD50234RH, T14010212RH) 10 Wedge -All iWA) Wedge -All Anchor for masonry F1.0114230-RO AMR 1. Number or Name 1 AT-XP 2 ET -HP 3 SET_XP 4 Soong -Bolt 2 (ST8Z 6 Titan 2 (rTN2) 6 Trillion HO (THD.H4SS. THOmHSSS, THD.CS6SS) 7 Titen Turbo (TNT) rLS1037-1113 A291 Product 11016dill. NUMber or NaMe I )(34BI01 "K Xl$1016. Xl 61 016-4K Y41MIS. XQI 8101 64K 2 XLQI 1 4T1 224-11-01 1481224-2K 3 XMQI 14SI224, XMQI 1491224-2K 4 M114SI 224, XQ114BI224-2.5K XI 14SI224. =11 2SI224, XQ1 12BI224-2K 5 XU34SI 016, XU34BI 01 6-5K FL#36320-RO I DSSC1343,5; DSSCB46, DSSC846. DSHS 2 FCB43.5, FCW.5. FCB47.5, FC849.5, FCB"I.5 3 FPHSD34SIC18, FPHSD3481010, FPHS03481018-5K, FPHS03461214, FPHS034B1214. FIPHSD34B112I4-6K 4 LSFC2_25, LSFC4_25, LSFC6.25, SFC2.25, SF04.25. SFC8.25 5 LSSC4.25, LSSM.25, SSC2.26. SSC4.25, SSC6.25: MSSM.26, MSSC415: MSSCQ.25, MSSC4.25KW, MSSC6.25KW 6 RCKW3, RCKW5.6, RCKW7.5. RCKW3S, RCKW5.5S 7 30843.5, "45,5, SC847.5, S0849.5, SCS411.5, MSCB45.5, MSCS47.5 8 SCS32-5M7. SCS62-5Q7. SCS62-5/118, SCSU-5/118 9 SCM. 25, SCW5_5 1D SJC826, SJCIO.25, MSJC8,25, MSJC10.2,5 11 SSS3,518 12 XLSH3481414. XLSH78S1 414 13 X01SIO16, X011310116-4K, X01SI214, X4181214-3.SK, X07861224, X076SI224-3K, )M114SI224,XQ11491224-2.5KXQI 12SI224,)(QI1281224-2K.)(3481016-5K, XIS11016, XIBiO164K XISI214, X181214-3.5K Pmduct Descriction AT-XP High -Strength Acrylic Adhesrve for concrete or masonry ET -HP Epoxy Adhesive for mason ry SET-XP H igh-Strengilh Epoxy Adhesive for masoinry Strong -Bolt 2 Wedge Anchor for masonry Then 2 Screw Anchor for Concrete Titan HD Heavy�Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head. and 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concriste or masonry EM999LORIQM= #10-16 Strong -Drive X Matial Self -Drilling, Tapping Screws with 03 Drill Point #12-24 Strong -Drive XL Lauge-Hood Moral Self-Drifing, Tapping Scrows with #5 Drill Point And Large Diameter Hex Washer Hoad 912-24 Strong-Orive XM Madlurri-Hood Metal Self -Drilling, Tapping SCHOWs YAM III Drill Point and Medium Diameter Hex #12-24 Strong-Driya X Melail Self -Drilling, Tapping Screvis with #5 Drill Point 010-116 Strong -Drive XU Metal Seff-Drilling, Tapping Screws witin #1 Drill Point Product Deracholdon Bypass Framing Drift 'Strut Connector Bypass Framing Fixed -Clip Connector #10-115 and #12-14 Strong -Drive FPHSO Framing-to-CFS Self - Drilling, Tapping Sclews; Steel Framing Connector Steel Stud Connectors Rigid Knee Well Connector Bypass Friannina Slicle-Clip Connector Bypass Framing Connector Head-cf-Viiall Slide -Clip Connector Steel Joist Connectors Bypass Framing Silde-Clip Strut Connector #14-14 Strong-Drivio XLSHI $1houldered Self-Drining. Tapping Sorevvs #10-18: 412-14; and 412-24 Glrongf-Dr" X Metal Seff-Drilling, Tapping Screws CD .0 Cn -00 > 2 2 CD_ C:)- 0 2 CU 0 -0 CL CO 0 0 C -0 CU C 0 0 - U_ ,,- 0 CU > W Cn - -0 (D W E 2 0_ J CU 402 M_ < F_ W mi VIA 00 C*4 cm. LLJ c* S=6 C:) C14 CM ro C�4 -- 43 Cu, CJ CL) W 9J 0 CL E 0 C/) CD E :3 -6-0 W W U) CU 0 L_ CL CL 0 0 CIO M ICU LU Z z 27 SHEET NO. PA 1,2 ­77 , - I ? T , NIAHM 3aAW4U=.00VNW PGT Lidustries, lut. ftcav"CaMOLSICTRO 1INSSWUSnak Ro=202 NOTICE Of ACCMANCE: EN"IENCI I ESUB30TTED NOnCEOFACCEPTANCIE.EN7MENCEwjsmwjiED S"AA72M=0FXXCW1ATWT A"ECONOWC113tsouRm Min* Fk"33175-U74 VOk"AMCOM 0XVISM T(796)3U4_"0 FC7M�US,25" NOTICE OF &CC-EPTANIM: EVIDENCE SU OffrTED NOTICE, OF ACCEPTANCE fN0A 1. EvIdeac# subnkted underprevious 1.40A D. QUAIMASAIRANCE L M=3ni DadeDqm'' A. DRAWINGS B. TESTS (continued) taml of Regulatory and Ecio� Ram� XM)_ i. manidwuntes-die drawippand sections. 5- Test report an 1) Air ImEftitim TW, per FBC, TAS 202-94 NorthV*nk#,FL342?5 (SubwAfti ioiderNOAX& 11-01OZ44) 2) Uttftun Static Ai . rPimm Tem. per FBC, TAS 202-94 E. MATERIAL CERTIFICATIONS scoft.. 2- Drawing No. W5570.6.1itled-Mmyl, Sliding CiUss DoorNOA W', *eM 1 3) Waterltoada= Tea. per FBC, TAS 202-94 L Notice of Accqsa=eNo- 15452A.14 kwed to Vision Emusion Limited fiwtheir M=NOAwbe"nsoedundadwapphc*leruksandfegOibmsjpvanxgdLeunof c*m*wh==*fw&k1be through 21 of2l, pzpared by dated 10MI15, with reviso n A dated 4) 1xv Missile Invact Test per FBC, TAS 201-94 -WIkke XW PVC Exwrior Extrusions forWindows and Dwe, dated OW13/15, dommt*==bmdWhasbeenwvwwedmdaocqsedbyM=n-Da&C.�iif7RER ftlednetce . atrdsettionto 005117, signed and scaled by A- Lynn Usel, PX. 5) Cyclic Wind Pressm Loadingper FBC, TAS 203-94 -E _ . j isfi�n(Allr� 'A be=edmMa=D&&ComayaWo6wweaswkmaUowedbytheAu&a "W1109 1 6) Fowtd Entry Test, per FBC. TAS -202-94 2. ice ofAccWL=w No. 1"920.03 issued to Vision Eumsion Limited fortheir drawings -CExk Ui&NOA d"notbev*dnVr&ecWit*mdatesbded.bolowneUmn-D&&Conetyftodwt.Conkd See*& a. TESTS :;1. 1000 Tan 201 and fighter Shades Q4*-NVWft) Rigid PA7 vlar Extrusions for aud"kaauion diapm oftiryl,diding glas dompnqwed (kW==Da& County) =Nardte AM (in wwodwd=K=miDade_C=tty) reserve the right to have this L Twuporton. l)U0ifbmStztic Air Piesom leg� M TAS 202-94 by FamMation Ten* Lah Inc, Tea -Report No- FTL ", dated I lftq 5, signM and Avinidows and Doors", dated 12/M6, c0ring, on. 12f29/21. Per 2) LaW wMaie impact Tat pit, FBC, TAS 201-94 waied by idahms ottega, P,,E. (rat rqmxt revisied an 121M 5 and 02/1 V16) 3. Notice ofAcceptance No- 154523.15 iss;ued toVision Eamsion Limited fortiteir nanner, them&wAtdxmW&i11=**e#e0W. ofswhftstiuomdiheAWmayimmobodyte, valm, modify, oir -Mvim Caaled(Painted or L ated) White Rio. 'as for Cyclic Wind Pres�w LoAngper FBC, W "3-94 6 Tat report an 1) AfrInfiltrahnn Test per FBC, TAS 202-94 _ambL d PVC Fxwrkw Ez*v= tmioend the,un of Axh ywdvict or wateiW widdn REP. maves 1he Tiot to levote alm*' dnWiggsadd in�dn diagr= of vnrA Wim doM 2) Unifoun Static Air Ne=e Test, per FBC, TAS 2M-% Vibmiaws and DwW,, d-atedOW13A5,v#ing (m,09309- =MPIRWP-ifitisdeftnmimdbYL?&UM"M&ComAyProd=tC,oeWSecfwn&a&ispw&ctofmdesialfaUsto O(ACCeptance N4Y 1"712.02 %Ued toMaXGjFerW&jfiQnS0WM USA by Fenestration Testing Lab, 1w, Tea ReportNo- FIT, V717. dated 12X7/1 5, *W ad 3) Water Reaftwe Tito, W FBC TAS 202-94- 4- Notice med the tequkaventsof the qpfiaMebuddingeode- -TAN 3M and Ligbw Shades (Non -Whitt). Rigid PVC Exterior sealed by 1daknis;,0deg;k,,P_ E. (rest aport mmed on 0211544 and OZ7440) 4) Lap K=k Isnpact Test per FBC, TAS,201-94 1w- for ther in�the, 2_ Ttitre&doa I)AirIbUtaOmTest,paFBCTAS,202-94 5) CYC!C L !Wind ftsme Loadingpier FW. US 203M EXftV*=114rV�`JndowssW Doore dated 09n51l6.'Cq=0gQ'R02*4i21_ 5. Notice ofA=pta= No- 1"712.04 issued to 04ERGIFertestratimSolutions USA, DF.15C�ON: Seriqs 4107W 770"Visyl Sgdbg Qass Dw M*b&rmd) w/wo 900 & I WO twun-IJU dotin Static Ak ftwure Testr per FBC, TAS 202-04 along with -V &Winp and in�� diagram of vinyl sliding glass, door, pq=,rd 3) W-ater Resistance Test per FBC, TAS 202-"- by Fienestrabon Tmtft L* Inc- Twt Repw No FIT, &"X dated I ZW 5, aped and Inc. for flicir -Brenze and Lighter Shades of Cap Coated Rigid PVC Exterior APPROVAL DOCUkIENT DrawingNo MD-55V.0 Rev A, Uded -Irm�i Siding Ghm DoorNOA(LW sbeft 4.) Large Miss& . . . . . . I Tea Va. T-W TAS 201-94 u*W by Idahvis Oxtegk P E (rest repw wvned on 02115)2016) Ex"dow 1orVk%W[ews,=d DoorC dated 0911,5116. cq;idng an 04116M- 1 duvujA 21 of 2 1, poquredbyzaacubckm dated 10/05fl 5 and last revised an 0210112 1, signedandsealedby. 5) cyclic Wind Promm Loading per FBC, TAS 203-04 7. Tat rqmt an 1) lhdbrut Static Air Pnssum Iest- per FBC, TAS -202-94 6. Notice ofA=qft= No- 1" 712.03 inued to ENERGI FeneWation Solutim USA, A. Lynn.1011ler, RE-, bming*eMimi-DadeColontyPmdcwtContral3t&visimftmpviiatheNotio,-of 6) Forced . Eafty Ted, per FBC. TAS'202-94 Im for ftr 'Whise RiSd PVC Exlerior Extrusions for Windows and Dom" . dated Acceptance number and expira$mdate by dw Wumi-Dade Cmay Pw*e C. ontrol Sectim d 2) IAW Mimk Jm;W Test per FBC, TAS.201-94 08404 7, aphing on 02M a1mg w0ma*ed-V dawin am ofminyl sbd* gbw doqi�, re e 3) Cychc� Wind Pman Loadingper FBC. TAS 203-94 V md ins�x diagr V_ par MISMIWACTRAM, QIA1VWdS=ARNkd1e1X"etF.#fNft1t byFoobabon Testing Lib, br, Test Rqkut'No FTL &S". datedl LWIS qpxd and along withmzw-V dinvinp and installation diagram. of viko sliding g1m door. - up, 7. Ttst reports Now. 10-OW-792(A) 10-064W0527, 535753-09, Va ASTUIE-�K Lindtations: ASU M 1929 and ASn&)-,63 5, issued by EXOVA to Vision b&wion for c&ib= I - See tabLe I (Aeetl) and t" 2 (sheetj) forappheAdesGrywit s=es,, dmv pmmes�. wickwunents q^ sealed by Idalmis Ottega� P..E.,(rea tepatTevised on olM46 and OM1120.16) by kinedration. Ttsfing Lab, Inc., Test Xqmt No FIT, 6M (ztm� A- 1 thru A-221 dated 3.. TtA report an 1) AirInfiltration Test, per FBC, TAS 202-94 t 1 /19110, signed and sealed by Jorge A- Causo. P. E_ (Subx~ an der NOA Ar& 11- composite mated -A #ass qpes� uffnwr(see %bla B-1 &A-2.zheets 7-8) anctawbxhyoWAx*ft xequkatumb in I I gnu 16- 2) Uniflasm Static An- Prewne Teil FBC. TAS 202-94 &10.44) "m&ed under JV0.4IN'm 1141#7.04) 2- Rqpd. Wbft.FVC�Tan(Ken-wbite)R3pd.?VCmWBramcoatd(Paialedorlauunakd)wb*R*4]FVCtobe Per 3) WaterResiamm Test, per FBC. TAS 202-94 9 Test report on 1) As InfiltrationTest, per FBC, TAS 202-AA 8- Notice ofAwqtance No- I*M16.11 iss:ued to Kwaray America., Inc. for tbek 3. Epess opembl . e do= mud-eaw* with min clear wukhorheWperFBC requnanent, as apphc*1r_ 4) Large Wsu'le 1VW Ted per FBC. TAS 201-94 2) Ungbrat Statit Air Pawme Test� per FBC, TAS 202-94 "Se&1*,Glzs* (Ck-ar and White) laterlayefr% aq w-ing an 07/"l 8. 4. Focketwalls under sepwxte appwvak to be mvievvedbyBuddingofficial 5) Cyclic Wind Passwe Loadingper FBC, TAS 203-94 3) Water Resistawc Test per FBC, TAS 202-94 9 Notice ofA=ptance No 16-1117.01 issued to Xxtraray Ammk.-k Inc- fbc dm* Ummimm., Ewivma shan bear spemauentube wdh &el - IsAamor 10M CAY. S*ft and series gid 4) Forced Eifty Teo. F r a MC, W 202-" 4) LaW Nfissile Jzqpact Ted per'FBC, TAS 201-4014F 4'rresffelt Ultradear, Clear and Color PNB InterlayeW, cqmng an 07M49. p ed 5) Cyclic Wind heme Loadingper FBC TAS 201-94 ar RrsEWALof ftaNOAAAbe canddavdatersameval aWbcohm has beenf4edaadduve hubeenno by Fewstration. Testing Lak 1w, Test Report No FTLSS47. dated IW15r qpwd and 6) Forced Extty Test, per FBC, TAS 202-94 F. STATEMENTS thwr in ibe ap . pbeabb-�buA&*codermpttvel�raffitbigthepedon=oceotduspro&ut sealed by Idalmis Ortegk P_ EjTest Tepart revised on OVIR16) 1. Stakmaeut letter ofconfounance with FlIC-51kEdition (2014) and FBC-6*E&doa along withmadwd-vp drawings. and installation diagrain of vW sliding glass door, prepared 4. Test report m 1) Airbifilimm Teo per FBC TAS 202-" by FenestrAtion Testing. Lab, Inc, Teg F4W No-FIL 6337 (=Rim A-1 tku A-51 dated (201-11 ism" by manufaturm dated 094,07, signed & sealed by Lymftdlez� FY_ TERmmuo?i of fts i4m-w& mcur aaer or- v;Fuatm4swvff if am has beenz revision or duopia The nud*60s, U90,andformambetureorthepq - 2) TJnWom Static Air Pier=e Test, per M TAS 202-94 2. Statmeat-Werafto financid bitevest; dated 6VIVI 7. is� byan khm. ypraftct, l2ftaO, signed and sealed by Jorge A- Cmso, R !E_ (S*bwAW under A'0.4 No. 11- f"wles� admtonor-anyoftrpaqmmaWtutomocaVy.tennioletaNOA-FailowiDeomptywdhany 3)WaWR I esistance Test per FBC� TAS 202-94 & scaled by Lynn Mikr, PY-. zefton-oftwMA"berm AW temvul*fNQA, 4) Lup Uwe � h=d Ted pffyK � TAS 201-94 1 LeWr.of lab compliance, part cf1be:*ove tat reports. AJDNIERTISEAMM:M�oNOAnuniberprwAWadbyt*vics&lfa=WNdeCousty,Fbm*mAfolbmvdbythe 5) Cyclic Wind Pre�= LaadingPer FBC, TAS 20344 C. CALCULATIONS 4. R-EELT-estPmposalNo-17-0387,datedOSM5/1-7,sipM.bylsbaqCbmdaPY- 9R)k*1ti(Md*fem&ybeda0aftdta admtsmjU=Uzc IfteypubonafteNOAn dnpUyed, then it shall be 6) Forced Entry Test, per FBC, TAS 202-% L Anchior vairwation and strmtral analysis, omq** With FBC doneinitBentii"y. along vn& matlwd-W diawinp and M92MM dW= CfVMYI sliding Om do".papared l;repare I dbyPGr- dated 12M/15andbg wased on.02115n& sped-andsealed by G. OTHER INVECTION- A copy-oftis en6mW0AsMl1bepmvi&dtD *e­usw"m;wiAwtu=ror3ft dirktutorsiud by Ow-eMution, IesGg LW. Inc.. Test Report 'No. FIT, LMS, lited 12ft75, *wd and L Notice ofAcceptanmNb. 15-1214.01, is%W toPGTIndaMesfordleir Series AnthftyT_ Mbzr, P.E. (SubmAW tm*rN- OA No. 15-1210.01� sealed by Idalmis GsteA P.E. (Tat teport revised on 01M46 'and 02[11(16). -55701277r Mayi Sliding Glasa Door lXeinferced) - LAIV, aqxrmg. on 04/14121- 2. Gb2iUg comphes with ASTME-13"- ThisNOA r"ises & and canisft of "page I mW evkIencepaaes E-1, F,2, E-3, E-4, n.11 7 E-5 & &6 m wellm approval documtd zuenhowd ibow. ;t,-7 Z4,m� maq t cu"a, PJE. hh" I Ckands, PJE. I*aqL awn4al u. The submitted dwunenutidi *as ww*wedby1A"1 CUa&6 FE. Product Con" r-Aft suparrimr Product Central Unit Supwrymir Product Control vsk sveni"M NOA No. 214UOSA3 NOA 146.1 2141"As NOA No. 214385A3 ExpiratiquUm v. ApriII4,1826 Expirad"Daut ApaH,22.24 Ex*atioaDstoi Ap*14,2412,6 ExpirationDaw. ApriI14,2026 Approvml Date�- NE& r& M 20.11 Awoval 'Door. M*ftk 26, 20.11 Approval Dow"Marck 16, MI Approvtl Data: M6zib 15, 2.021 X 4 CGI Wbdm and Doors, he. PGThu1=trieshw. Noll" OFACCEPTANCE-. ENIDENCE SMN11 U" WOUCE OF ACCEPTANCE: JAIDENCIE SUBMITTED XOTICZ OF &C_CXkj_4=-. EVIDENCE 2. Evidence Submitted under previons; subndttil E. MATERIAL CERIMCATIONS (continue) 3. New Evidence Subuitled. 5. Quacez part'SUM EL4= 5gaftd C0WP1Yitkg With ASM C518 Utermal Coniluctivity A. DRAWINGS a 98 1 BTU4Wb,L-W-T, ASMA F 1249 VM-Pass, ASIM D3995 Orfgm-Fass�, ASIM E A. DRAWINGS 1. D=wing No- MD-55MA RerB., tified "Vinyl Slidng Glaw Door NOA aW, sheets 2190 1 G_ Dw*ility-No Fog4� (SubwhW under pm*us A10A N& I "W. 05) 1. Drawimg No. �MD-M'570.0 Eff B. titled "Vinyl Sliding Gim Door NOA aw* slieds I I throMb 21 of 21, pwpared byramuftetum, dated IMfIS and lag sevisedon 6. Quanes Pat cen4dying with ASTM C518 Thermal Cooduch-vity 2-22 BTU4n[ tutzou& 21 of2l, piepared bymanufactmer, dated 10/05/15-and ba-revised an 02/01/21, 04aMO, s"ed and se" by A Lym Miller, PX_ iped,;and sealed by A- Lynn Miller, P.E. hu-fe-PF. ASIM F 1249 WVIX-Paw ASU4 D 1434 Aqpa Pemmancie-Pasr., ASIM E Notc "mis wvidon consuts replacement of saw existing installation sczew vith flat head- B. TESTS 2189 LG. LhnabAqNo F% ASIM E 546 Dew PbW Development -2(rF in 49 bm 1. Tea reports am 1) AirInfiftrotioaTest, per FBC, TAS �202-94 (Subaked under NOA Na. 15-044W. 05). B. TESTS 2) UnSam StaticAtrPressave Test, Loadingper FBC.TALS 202-94 7. Vision Fiftstow 1Ad_ Pam complying with PVC-AAMA 303-13, Voluritary spetification, 3) Water Resistance Test, per FBC. TAS 202-% for Rigid Polyvinyl Chloride (PV0 &1edor ProlSes; far Vision Etrusiom Ltd_-­VEX­'1 by 1. None_ 4) Lar Missile Impact Tea per FBC, TAS 201-94 AAMA FenestrationExtedmProft Catification Program, (Snbw&a under NOA Na IS- 5) Cyclic Wind Pivsm Laadipgper FBC, TAS 203-94 0409.0-5) C. CALCULATIONS along withmarlmd-W dawings and installation 4bgrain- of an PGT iudustrim lot 3- Vision Exhusion% Ltd. Paftoomply* with PVC-AAMA 303-13- L. Nonr_ representative unts boed below and tested to quality Do" 791 and Dewsil 993 silicones. (%baA*d under NOA N& 15-640.4�5) D. QUALTIYASSURANCE by Fenes.tratim Tating Labomtoty, Inc., Tea RqmU No-: 9- PVC-AAMA 303-13, Voluntary Specil!ication for Rigid Polyvinyl C11oride (PVC) Fisaw 78 PGTPW5520PVC-FixedVlmdow(vs*,6in.pmpos* datedW�D3114 Proffim for Vision Fztrizions, Ltd_:­VEX-1 by AAMA Fmatratim Extedar PzoMe 1. Kam")ade Dqwbnmt d-Regulatoty and Emomic Rewumes (RU). IF'f'lt,.20�-2107.tPGTSGD79OAkmiim=Sbd Gh% Door (umt 7 in proposaD IFTL-20- Cerfification Fropaw 2107.2, PGTCA740 Alum. Outsv* Cascrowt Window (unit 8 in pvoposap YrL-2#- 10. Noticebf Acceptance Nd- 18-1217.14 imed to Enefgi Fenestration Solution, USA, hmc for E, MATERIAL CERTIMAT10NIS. 2107J, PGT PW7620A Aluminum F=d Mrsudow (unit 9 in pmp=D and YfL-28-2107.4, their 'Tan 3040 & light -shade (son­wW) White Rigid FV C ftvrior Extrusions for I- Notiot ofAcceptance No. 1"N5.02 inued toKww�kyAnwvica, fer. fortheir PGT PW7620A Alumimm Fid Wmdm (wk 10 in pvpwD dated 07/13120, aff * Windows and Door�f , aWidog on M�Ml. "Trodfolt UbmdwCkw,=#CobirMGbnhorbmf�opn**'9nO7Ma4 sealed by-Idalmis OrteA P�E. gwd IL Native of Acceptance No. 1"122.02 imed to Emp Fenestration. SobAim USA, Inc, for 2. Notice of Atceptance No. 17480&01 iss;ued t6][Araray America, Inc. fortheir them sem "White Rigid PVC Eximm Fatrusions for Windows and Doors7 equong on. *SeuhTQ&A (Clear =41 Milt) Wass b*rbyeW, i - mO7X4)23- C CALCULATIONS 02=1 3- Notice -ofAcceptance, No, 19-1106.10 issued to Vision Extrusiow Limited far their "Brawn L Aw1w Va*catm calcalatiorts and structural andysm,comptying with, FBC 7* 12- Notice of Acceptance No. 204203.03 issued to Eaergi Fenestration. Sokstion, US.4, Inc. for Coated (Psinted or Landuated) WMW-2404 PVC Ex . terior Examsions forWindows bMa (2024 dated W2/20. pepared by naauftctvmr� signed and si.ealed -by, ther "Bronze & lot slode cap coated Wbde Rigid PVC Exterior Extrusions for and Daors7, er oft 09M2t AntbonyLyinlMiller, P_E_ Windows and Doori", on 04116Q5. 4- Notice ofAcceptaDce I No� 1&11061.11 twed toVision EW=im Limited far flk6r Series 2. Glazing complies with ASTME13"-04,-49� -12, and -116. "%T 1000 Tax 202 and lighter Aada (Now -While) Rigid CeRalarPVC Exterior D. QUALTIYASSU"NCE F. STATEM!MS Eztrwdms.f*r'%Udom4zd- Doors7,z#ting. m 12tMI. 1. Statemeat Jener of coaftmance to FBC Edki-en (1020), dated 002aQ, bmied by hfik")ade Dqmtmmt of Rqplatoryland Ecommic kmarom OMI mmAictum, signed and sealed by Antbwy Lynn Milla, P 1E_ F. ST-ATEMEXTS E. MATERIAL CERMCATIONS 2. Statement letter of no fin2nCial interest and -of in��, issued by mamfactura, dated L StatemM letter of axtibrumce W FBC 7* EdWan M201 dated 02101al, nsued by L Notice of Acceptance No. L943015.02 isisued to Kurway America, Inc. for their 04/100., s*wd-md sealed by AndwayLynn. hfilier, P.E. reauftatm, signed and sealed by Avdmy Lynn MAw, PX,' aTrositoW Ultradear, Clear, and Color PN7B Ghm luterlayeiC tqmmg an 3. Private Labeling Agreement documeW between PGT, dated'03W5 and signed by aU 2- Advate Lahefag Agreement -dated 03MI between PGT luftatrick lot and CGI 07fta4- imlvedparfim VT=Joiws and Dom Inc., signed by DW X Ruadr, PY, V.P. Eo&eerin& on bdaff of t Notice of Aoce;AanceNo. 174W&02 issued toKwrarmy, Antericainc. fo�tbeir bo1hwqpz*&- SentryGIL4 "m ind White) Ghss InWinytif ', eq =-- g on -07MM � G. OTHERS 3- Notice of Acceptance No. 18-110&10 issued to Vi4on Extrusions Limited for their 1. Mis NOArevis" NOA# 17-$42Q.06(J?VTw/CG1) and Wdates.toYBC2020 (7*Editlon), G. OTHERS "Brown Cos" (Pakled orLamioa While Ri#d PVC Exteri Eiftudow expiring 041210- L, Iltis;,NOArerises & ream NOA#20-0429M MAw/CG4.vTi&g04n44M. torMindows and Doore, C*M an 09)M4. 2- RERTtst pwyosab #L94155 dated 01110120appwed by Idmql. ChudaP1,espiring 2. The cw=t amciated AA CGI file #21-6105.0L aq**_04/14f26. 4. Notice of Acaptance No. 19-1 1 106.11 issued toVision Extrusim Limited fordmir 04/1*21- sef MS._%_E 1000 Tan M� Md lig�kter $ba&M NGB_Wh& .) Rigid Cdhdar PVC. E iterler Extrusions for Mbadom and DoorC, espiring on l2r2912 L 1 ;"7 � � z 4 Chaada, PZ bhaql Cha*44 -ry.. cuW114 PJE. Product Contra Us* suparmar Product coubma LTJ* S"'alhor Product Control Usk Sqwrviser 'IN" ria, 21-G.V11#3 NGA No. VIAMN Nah. so. 1.11-00SAS. Expiration Dxt*.' Ap�R 14,2026. Expiration 1D***_ &prfl 14,2024 Xz*MS"b4te. April 14,2026 ApprovslDat" UwA.Z6, 2011 lkpv—VA D2001 k&KI M M1 Appireval Daw- Uafth 15, 1.621 1-4 E4 Cn -0 > (D 2 2 cc::),- co 2 co Cn a) C 0 0 0- 0 a) C CU C.0 C:) -*-F CU M kj_ 0 CU > Cn — Cn -0 a) E " w 4-0 S2 ca. Cn CU ,_ 0 CU -b-0 C1. -0 a C/) W mi Mv co "o c:) < C14 V� CP V E cu Cr cu CS C= g- (D E co co 2> > CL 0 CL < 2 Cn CU < —0 0 co Z z _j (L SHEET NO. PA 13 May 27, 2022 MIAMI•CaA�E MiAAH DARE COUNTY • I 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 (796) 315-2590 F (786) 315-25" NOTICE OF ACCEPTANCE (NOA) w%"ismidadesov/sconomv 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 Cost 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. DRAWINGS Sefther, Florida 33584 L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P. dated March 24, 2003 and Drawing No. 1 dated 03/24103 and Drawing No LT4612, titled "Cast -Crete 4 ", b" & 12 " SCOPE: "Cast -Crete 4' ; 6" & 12 " Lintel Safe .Load Tables'; sheets 1 through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12 "Lintel Safe Load Tables'; sheets 1 Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06/12/14, all This NOA is being issued under the applicable rules and regulations governing the use of construction materials. last revision #1 dated April 28 2003 both Craig Purina, P.E., dated March 24, 2003, as rs In . h 3 3 prepared Craig Parrino P.E. dated March ,24 2003 last throng of , p par d by g prepared signed and sealed by Craig Parrino, P.E,, on 08II9/14. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March II, 2008, all signed and sealed by Craig Parrino, P.E., on Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ). 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. far Cast -Crete Lintels, pages through 14.236, 1. Capared this product or material tested for quality assurance purposes. If this product or material fails to perform in the scaled by Christopher A. Ramon, P.E. C. CALCULATIONS a d sea20I4, Parris prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. y sigdatened accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 1. None. D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. D QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (�R), fails to meet the requirements of the applicable: building code. Perrino, P.E., signed and sealed by Craig Perrino, P.E. I. By Miami>Dade County Department of Permitting, Environment, card Reglrlcaory A ffairs. z Calculationsfor Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete ) 4", 6" & 12" FUgh Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: 1. None.F. OTHER APPROVAL DOCK: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, L Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. .Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Craig Parrino, P.E. dated March 24 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" prepared by g g 2002. 1. Letter m Cast -Crete Cor ration, dated Feb 03, 2012, signed and sealed .�''o Po �'Y gn Parrino, P.E., certifyingcon liance with the Florida Building Code, 2014 Edition. compliance g Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, F. E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the ,Edition, 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.19 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and. the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. Nane. B. TESTS County logo. "Cast -Crete 4"', 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., darted Mauch 24, 2003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product.. B. TESTSe. 1. Non 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate; this NOA. Failure to comply with 1, Miami -Dade Co Department o Regulatory and Economic Resources By t°u1' pn'� .f 1� r?' (>�• any section of this NOA shall be cause for termination and removal of NOA. 1. Now' D. QUALITY ASSURANCE E. MATER1. IAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida,and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). e. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Mtani-Dade County Building Code Compliance Offwe. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. I. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of Building Official. L Noire. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. This NOA revises, NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and t Jc E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Maker, P.E., M.S. 81my A. r, P.E., M.S. elmy A. Maker, P.E., KS. lf - C^ ieLny A. Maker, RE., M.S. P uct Control Section Supervisor Procruct Control Section Supervisor Product Control Section Supervisor ,/� NOA No. 2040630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 204KM.15 ,4 i7 Expiration Date: 09111t= Expiration Date: 09/11/2023 Expimtiou Date: 09/11/2023 Expiration Date. 09/11/2023 082olZeZo Approval Date: 0&/20/2020 Approval Date: 08/10/2020 Approval Date: 08/20/2020 Approval Date: OV20/2020 Pagel E-i E-2 E-3 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", :sheets I through 3 of 3, prepared by Craig Parrino; AE., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. {'114 9 �` y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 204630.15 Expiration Date: 09/11/2023 Approval Date: 0&20/2020 E-4 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Afiami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Perrino, P.E. 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 4� � VU 4�� - Aelmy A. Maker, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/1 MOM Approval Date: 08120=20 E-5 N N in N Ca t, fL7ca- 0� O .� O C Q m 'v a- 0 Q O N O U- — CO O CU p > .0 to L 0 I— -0 U) — Q Q N N cc N _ 0 o `U CD — e o c•. o c �o w`-', c m ,< C LA-� V) <O O N Q y O iC N � 67 a, O� yam. a � •3 � N GO E i6 Q d V C5 O v.- i CU 0 CL C2. Q U 0 May 27, 2022 SHEET N0. PA 1A, 1 L I ECO TILLIT TEwine a ENGINEERNG COMPANY WAT rRR A. n=, M, F.9. PRODUCT EVALUATION REPORT REIPORTNO.: 20-0720.01 DATE: July 28. 2020 PRODUCT CATEGMY: Shutters Storm Panels PRODUCT BUB-CATEGORY: PRODUCTNAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER- Global Protamori ftxkmbL" 41100 S.W. 61 Street Devio, Flori&33314 J. PURPOSE OF EVAL"TION This is a Product Evaluation Report Issued by Walillor A. T111111, Jr., P.E. (System 10 0 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method I D of the Florida Dopartm*nt of Business and Prollesshmall Regulation. This product is being Issued an Evaluation Report as described herein, and has boon verified for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at least equivs1ent to that required by the Code. This Product Evaluation Report shall be eu*ct to review and revision in case of a Building Code change Mat may affect Its limitations and conditions 2. EMD11310E SUBMITTED: 2.1. PRODUCT EMLUAIM D0CUMKKT0,9At Drawing No. 20-176, Wded "20 GAGE GALVANIZED STEEL STORM PANELH, sheets I thru 26 of 26 prepared by Tillsoo, Inc.; signed and sealed by Waiter A. Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part MI$ ott9s, 14 Evaluation Report, % NO. 44167 Sir. 0,% A 0 p I n lk 6355 N.W. 36th Shvet Sulto 305, Miami!, Florida 33166 - Phow: (305) 871-1530 - FRODUC C VVA&UA1IMff2EWXX&Q_MAZV= 2 2.2. TEST REPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform Static loads or. per TAS 202 Protocol. Test reports prepared by Hurricane Engineering Testing, Inc., Reports # 98-689 dated 0=911998, #W570 dated 09/18M996. #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1M and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 02t9.O1 -09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P-E. 2j_jTR1UCTURAL SNOINEERING CALCULATIONS! On 20 Gage Galvan - ized Steel Storm Panel for maximum panel length vs. design wind load, as well 29 maximum anchor spacing vs. design wind load and panel length loased on rational and comparative analysis, and In accordance with section 1618 of the Florida Budding Code. Calculations prepared byTifteco, IM, dated 11/03108 and 03112JIS, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISS]LE IMPACT RESETAMCF— Large missile Impact under section 1826 of the Florida Building Code, as per TAS 201 Protocol. 4-MD LOAM RESUITANCEe 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel langth shall be as Indicated on sheets % 10, 14,15, 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-170. Maximum Anchor Spacing shall be as Indicated on sheats 8, 9, 10, 11, 14, 15, 17, 16, 19, 20 25 and 20 of 26, of Product Evalustion Document (P.E. D.), drawing No. 20-176. S. INSTALLATIONs I nstaltation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 2% of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets S. 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 4e�,'j';V hJ141 167 sTATE OF $10 N A finfin&-mm. 9.3) IN CASE TION PROW SIONE, ON PPWAST CONCRETE PANELS. MODO OR NOW SONISS SE MINE) Of THE on, pot — — =CMDOMPA&DO"Wr REWUMASOWN OWING WILL ANCHORS SHALL BE LOW 040WH TO REACH THE MAIN STRUCTUIRE WOOD SUCH PANELS 1. STORM PANEL SHOW: DOCUMENT (P.E.C.) HAS SEEM VDIFIED FOR COMPLIANCE IN ANCHOUGE SKILL BE AS MENTIONED IN 8.1) AM 01 91). ACCORDANCE WISH SHE 2020 (71h 0MOU) OF THE 110010A INALDING OWE (C) 12 WE"E" M 11 DESOM MO LOADS SIMLL BE OMOAM AS PER SECTION IM Or THE ADM MENTIONED CODE, WHERE THESE IXM� /4-0 TAPOOM ANCIO12"M M AS WORWACTURED WXUXX INC. BY 1. #14-10 PAWLMAR POMALE 0 AND PAMA%V[ fttFS ANCHOPW AS MAKWACAIRID BY MOD CONEIMACTON PROOMM. Z;fr�RILL FOR A ��Agt� SHE (*r IS AND SHMI a) 1/4 LAB SCROWS TO M.O.S. DESIGN AITIMESS INDICATO ON SHEETS 7 7SM 12.14, 15. 16, ?9 111 20, 711CO X 5/8' WOOD OLSHM AS D*MBUtM BY ALL POKY SCREW, BOLT & WPDOALTY CO. IN ON" TO MOISY THE ABOVE CONDSTION. ULTIMATE OEM WIND LOAM DETERMINED PER APM 7-If SHALL BE FIRST RIMUCIDD TO &S.D. DESIGN Woo LOAM BY "SKIING THU By O's IN ORDER TO CA) WOO" 1HRENOW POICOMITION INTO WOW OF YAPM ANCHORS SKILL BE I Ilr AM 2* MR MO PAMIXMASC PLUS COMPARE THESE W/ MAX (A.S.0) "M PRMM MINN INDICIOU) ON SHEETS 7 114ft 12.14. 15. to. 19 A 20. AM PAPEUNCE FEMALE 0. IN ORDOR 70 VERIFY THAT ANOODRS ON THIS P". AS TWO WERE MOT OWER SIVIESSIM, A SIR PICK ABE IN ALLOWABLE C.2) NISSAN THREADED PEWTRAIION OF tg= on THE WOOD FRANC UNIT SKILL BE ;O=w TmNEADSa PENETRATION INTO STUCOO SHALL of AS RAW OF THE INSPIRED THREADED 'W. STIUS FOR MID LOAM WAS Ba USED 04 ISKIR ANQLYSM IASIETIVIS SNICING TO WOOD 46 MEN DETERMINED IN ACCORDINCE WITH X&S. 20111� C,3) MASON EDGE DISTANCE Of LAC SCREW INTO WOOD SKILL SE AS ININCATED IN THIS OPINING STORM PANEL'S ADEQUACY FOR ~ AND WIND INSISTANDE HAS KEN vatinm IN ACCONICANCE ON SECIRM 1626 OF THE ADM MENTIONED CODE AS PER IRONWARE 040*OZMW III TESTING INC. REPORT W500. W570 & 06-T30 AND CA) MISAWN FORESTATION OF WOOD 941SHING SHALL BE 5/r. 1/4- #­20 Safm USED SHALL BE 1 1/2- LONG WMAW FD*SWXWN 10510110 IA& M. R"I 02M & #2128. AS PROTOCOLS TAS-201, TAS-202 AM TAS-203. SHOLU STU= EMT. AND I" BAHRAIN FOR WALLS WITH NO STUCOM AS WELL AS AWWM SM LAB OF SOUTH FLORIDA REPORT AS PER TAB 201. TAB 202 AND TAS 203 SIAMIMAOIL C.5) IN CASE THAT PRECAST STORE. opt PRECAST CONCRETE PANELS. STUCDO OR Wow BOARDS K FOUND ON THE OUSTING 2. ALL ALLAMPLIM EKTRUSIONS TO BE 6063, -141 NAM NO SUPER (LINUESS OTHERWISE NOTED), SEE SWEI 1 WALL ANCHORS $%ILL BE LOW ENOUGH SO _1 ne WAIN STRWW MOM SICH PAMEL& ANCIM)PAINE 94AU K AS MENTIONED IN C.I)� Cf)% CA) 1 3. ALL N-UkW" SHEET METAL USED AT CUOSLNIM SKILL 04W 3105-"14 ALLOV. (0) ANCHORS 94ALL BE INSTALLED FOUAWMC ALL OF THE RECDMMDKWMNS AM SPOWIDUKINS OF THE AWCMW5 MAM1WACT%*M 4. ALL SM SWET NEW PANELS 94ALL NINE STRUMMIL O"M S11XL ASTW A-4541 MADE 50 MONIUM. G-60 GALVANIZED 5111% DESSMATION TIM- 56.$ 1W (AFTER MI=), S, PANELS MAY ALSO BE INSIALLED HORMIALLY FOLLOWING INSTALLATION DETAILS 900 ON SECTION 3 THROM 10 (SHEETS 4 DOOM 6) Da" THAI WADERS 0 A 0 SHALL HOT BE USED. * ALA. SCROWS TO K STAINLESS SIM 304 ON 310 AM SERIES 09 COMO" ASSISTANT C090 CARBON STEM AS PON ON SWIS W/ 50 MI YIELD STRIMTH AND 90 10 TENSILE STRENUM a SKILL COMPLY W/ FLORIM RAOM CODE 9� TY SHALL K THE iNWOMMMUTY OF THE CONTRACTOR TO VERVY THE SOLMMM OF THE STRUCTURE WHERE SHVITER 0 M BE SECTION 2411.3.3.4. ATTACHED TO IMSLWE PROPER MOCKOR04L THIS 94IMM 04AU ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME BULD94M * SOLTS TO BE AM A-307 C^VWM Sr1m_ OR AM 304 SUM STAINUESS STED. WITH 36 IW MINIMUM YEW srft&lwft TO. EACH RE=AR SIM PANEL WISH LENGTHS OWEN Ir-S TMROUGH t2'-4*. AS PER SECTIONS 6, S. 9 a, 10 AM ALTERNATIVES awl 9W IS IOW ON SHEETS 5, 6 & 12 RESPCCIRILY. SKILL HAME A LEMOUE AND READILY VISIBLE WMANG INSIRUCIING OWNER OR 7. AN04M TO WALL %W" BE 14 FOLLOW SMART TO SOCIRE PANELS WIN APPLICABLE RVAPORCEMENT W*4 PORICESS OF HURRICANE IMAIMING. W Miss POUND MOT 11. THE 0WALLATIONI 03MOACTOR 15 TO SE Al"AX ALL SHIAM COMPONENT WOES WHICH REMAIR IN CONDAUWS MWACT WIN /" TA Topow somim As ITT Lix &A=. PIC. w.. r.-3ts2 wj,) THE UNLD" SO "tema WM~ WSSSSM, 11/*"* /4 0 X 7/0' CMX-1M MICHOM AS MAMINACILM BY OORALT 1C. (MIN. ('9-300D P�L) - 1/4*9 3/4' S0UO-SCt ANCHORS. AS DWRGUW BY ALL POW SCREW. SOLT & SPVCKIY 00. 12. STORM PAWL INSTALLATION SHALL COMPLY WISH SPECS INDICATED IN THIS 01011104 PLUSANY ERNUTNS AW ZONIM; REMASSM (bm� 01MOO P-10 PAM)ED BY THE A$tWCnO" WHERE POW 6 APPLIED TO. I - 114- 0 PANEXMXTE FDA" 0 & PAWL.MATE " ANCHORS, AS ~ACPJFkW BY ELCO CowmxnoN PRODMT& (WN. VC-3354) P�L) 13. (a) THIS PODOXI EVALUATION DOCIAMENT MLO.) PREPARED BY THIS ENDIMEOR 15 GENERIC NO DOES NOT PACPADE "'CAMATID" - t/4"t OF TAP-ORIP ANCHORS. AS MMWAMM BY TRU­FASt CORPORATION (f'C�3400 p�l) FOR A WE SPWWK PROJECT. Le. WHERE THE SITE CONW104 DMTE FROM SHE PX_C, At) WOM OANEDMEMI OF TMVON ANCHORS INTO POUNCE) CONCRETE SHALL BE 1 3/4.' r MR FAMELMATE FEMALE W CONTRA" SO BE RESPONSIBLE FOR THE SELECTION. P4XHASE AM INSTA11xnam IN Roo= mucomo LIFE SAFETY OF THIS P wm ON ita pxo. nwA= m1sw DOES NOT mvwt FROM THE ODMOMOMS OVAILED ON THIS DOCUMENT. 0 NO FANDIASTE PLUS AND 1 1/4* TOP OF 1AP-QPMP AMCMDAIL CONSTRUCTION SAFETY AT SITE a SHE CONTRACTOR'S RESPOKIS@Lny A.2) CALK -IN & SDUD-SCT ANCHORS SHALL BE EMBEDDED 7111' PRO THE POUNIOI CONCRETE NO VABEOMENT 100 (4) THTS P"WjCT rAuwm 0001AIENT WILL SE �� PAMUO IF MODIFIED SMCIO SHALL SE PERWITTIED. 1/4' 0­20 SCRE USED SKILL SE 1 1/2- LONG MINIMUM SHMAD STUDDO EXISTS. NO I' #ANIIRIM FOR WALLS WISH NO STU1000. AND MY BE WADED SCREW OR ALL THINAGED SCAM W/O HEAD. (d) SM SPOICIFIC PROJECTS SHALL BE PREPARED Wf A FLORIDA REAMICRIOD ENGINEER OR APCHITW MOM WILL BODMIC THE MO WITH WM MUSS. ENGINEER! Or RECORD (EaR.) FOR PIE PROJECT NO *0 WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.M VIPEROUS OF RECORD ACTING AS A OWAPTID ENGINEER 10 THE 0,3) 00 CASE THAT PRE"M STOW, PRVCAST CONCRETE PANELS. PAM S=CO OR WOOD BOARDS BE FWMD ON r PIZZ. VIONOM SKILL 200 SO THIS LATTIER �4 STSE SPECIFIC MOOM FOR Mr." 011994 WILL OR FLOOK AWHOPS SHALL BE LONG BMW TO REACH THE NAM STRUCISPIE KKNO S" PAWLS. MCHORNME SKILL BE AS MENTIONED SM A, I) SO IN A.2). (a) THIS P.E4 SHALL WAR THE DAN AM *WW1ft SEN. NO M"TUK OF THE PROFESSIONAL VICTIM Or FROM reAT PREPARED ff. !W A;W- !a1/U4'W1"SA1OON ANCHORS KA$ MAN(WACTUREQ af I. T� W. atam. INC. ,4;U 14. SHUTTER MAPILFACTIMS LABEL SHALL BE LOCATED ON A REAMY VISIBLE LOCATION AT STORM PANEL SHUTTER IN ACCORDANCE WISH SECTION 17010.9.3 OF FLORIDA SIALOW COME, ONE LAM 1�4' SI , '=1 AS MAKWACKRID BY OCIP T W. (WIN. r-I. I) L SHALL BE PLACED FOR VVM OPENIMS L49DAW TO COIKY WITH SECTION 1709.1.2 OF THE 'V AMNCOMOM". A. DISTRIBUTED BY ALL POINT BMW. IXXT a SPOCAVY Co. FLORIDA INALINIC Dow 1'_000 P'61) ;t'O FANIDAMIt FEMALE 0 AND PAMMMATE PLUS ANCHM AS MANUFACTURED BY ELCO coNsnuictioN THIS MOM 04ALL ONLY BE USED TO SM" OBTAIN PERMITS IN THE STATE OF' FLOP" PROCACTS (MIL re-2071 P.Q W I Ile # OF TAP-ORP, ANCHORS, AS MAWFACTURED BY TWJ-FAST CORPORATION 0 1) MW" OOMME14T OF TAPDON ANCHORS, ELCO PAMELMATES AM OF TAP-OSWP MOM omm"M SHE FLORIDA BUILDING CODE fth V#Wefly Hurd" a-= UW MOLL SE 1 1/4. : MD. �QKVANM sm sm FANEL 167 01) CALK-14 & SOUD-$Cr ANCHORS 94ALL BE 01011"DED 7111' INTO THE CONCRETE 9-Ock UNST. NO INTO STUCOD SHALL BE PERMITTED 1/4* �20 SOREWS USED SKILL BE I Ilr LOW MWAN "EST. me 1. W&AN MR Maus mi" No SRM. a III liven— *OBAL PitaircTION Pmwm Ur -I CONCRETE INSTALLATION DETAMILS FOR REQU PAmELs (I & 6A INTO X O E NCRETE R CONCR LOCK ST91-- BOSTON POURED CO. CRUT SU)CK USED. with "unKa At TnNAYK EA EDOE DIFIANCE (SEE SCHEDULE ON SHEETS a A, 9) OR COMMOM OF SUMM TOP BOTTOM MOUNVINGS CAIN BE CoMem IN MY WAY TO SUFT ANY 2-X7-Xl &UMM AN= 6. MATERIAL CHAROWTERWICS 0 SPECOCAMNAG Shan be at In accordance with General I rictly Notes and Components Indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176, Anchor specifications &hall be as Indicated on sheets 1. 7 and 21 of drawing No. 20-176. 26, of Product Evaluation Document (P.E.D.), 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shell be strictly In compliance with General Notes No. 1, 8 thru 14� indicated on sheet 1 of 26, as well as General Notes X 1 thru 4 and 11 thru 16, Indicated -176 on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20 prepared by TlIteco, Inc. and signed and sealed by Waiter A. Tifift, Jr., P.E. 7.2. Product may be Installed within HIGH VELOCITY HURRICANE ZONES as defined on Section 1020.2 of the Florida Budding Code. 7.3, Product shall only be Installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida Licarise No. 44164 President of Tifteco, Im (FkwWa CA-0006719). N, T140.%, .44167 STATE OF �-�k WATILL CIATILTECOADMONREWROSIP.S. RSPORT.2O%QLOBALPR0T1EC`n0N PRODUCTS, LLC 20 GAGE GALVA14t= STEEL STORM PANELI ORM NMI W REPORT I 2D-on&of I 10 ECO mcX. TILLIT TESTING & ONOWEERIM COMPJUVY WALIMILA. MUT� M. P.L .00M) PRODUCT EVALUATION REPORT F1.11111"Tt-ft., 44W7 IMPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY. Storm Ponels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global ProtecUon Pnduo&. L 48M S.W. 51 Street Davis, Florida 33314 1. PLIRPOSE OF EVALUATIQ& This is a Product Evaluation Report Issued by Waftr A. T11111t, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. SIG20-3. Method 10 of the Florida Department of Business and Professional Regulatflan. This product Is being Issued an Evaluation Report as described herein, and has been verified for Compliance In accordance with the 2020 Seventh Edition of the Florida Budding Code, and to vs* that the product Is for the purpose Intended at least 9"Nalent to that required by the Code. This Product Evaluation Report shelf be subjed to review and revision In case of a Building Code change that may affect its lirdtations and conditions 2. EVIDENCE SUBMITTEDe Z1. PRODUCT MIALUA3]QN DOCUMENT (P. Drawing No. 20-175, titted *24 GAGE GALVANIZED STIEEL STORM PANEV, shoots I thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 0712712020. This drawing is an inte Is Evaluation Report. 0 167 6-155 NX 36th Strte� Suite 305, Mistat Florida 33166 - (305)871-1 )to# fl, it 0 -1531 COMPONERTS FOR REGULAR & LNE SAFETY STORM PANELS (SCALE 1/2-1") rl-------- v561W cram 110110 —I&IW (TOTAL -12.0w (EFTSCTMS NOTH) 1 7- 1 1 1/0- Saw WAS, _"w ""'N' "'" "MOM STEEL F AM A-453 1LOW ON. TICK ;.Inr WAS 30 EW 4-101 Qkv. okwtaw gm SM I �& 2 1 TYP. AFTW A-41" aa. TTP-- BMW 50 DUAL a I I'".- \ I OVAL as 0-0 GALV. -1:1PAIL A 44UT -------------------------- --------------------------- T SIM PANIEL (A END STOM PANEL Ava's no LIP W/ mum *O.W VNEV QUAIL A ROUSIDED "MR 0 ENDS OF PANELS .125* 2-OW L 125* Do Lip W/ "Dow am Ism (M-T-S) "U AML @ AMI WFM MUD @ AN=- WM n 4' TV Ivat __j_3W T OF PANIM AW. IW- Sir 1 304 SPA NAM 10 1.4.1n.663- .37V AMU 0 12 SIr Cr i44r Ow "r r U��_j I i- L -Mi. 4W - NOLE WASHER 425`0 �Ow _aw 'ALt 'TED. A175*0 I nor" MINN MR f I - MICKEL or PANEL KEY MXE AT ALINW%W. Un Mo MR A/M NufaLon WOO N/ APPITOWL IS MDMLS IL CONOM MCHM ONE: scwm as SHEETS a VIRDWIN CONCRETE BLOCK REQUIRED =1L D AND W UP -am AP&OW q DOW= AW"O"! flat a" IRS) (MM son" am NUB SHEETS, 9 weamm 0) NO I' WOE � VARIES . S/r IN" AAMIL TUBE IN 1' .7 ek top" It"Im/ PT WOOD PLAIE SPACER —Wows" MEN I* WOE . wan 1/8, TUSE Olt I" - VARMS r"WOU'LATE "AM CONC= JACROPS (SEE Sma" SIM SWEIS THINKS" "7L @ "IF"' TRWX AIII0111 3 r, TR= IMAT PIAM WITIl sm IS U t! 3. J J e ASK Q. CA qw 3116-1- _WP , AWW Two\ MINION IM-RAP'l L"Lh wagunus Kvo� �­ \<'T / 17 ape" am WK WERNcE 1 1 7M0 E. IF Lin (SEE SO4MULE ON 94EEM S At 0) WAS avig-I F TOP a BOTTOM MOUNTINGS CAN SE COMBINED IN ANY 110 TO SW 71 BE INSVILLATION. 2 LOW missile Impact load tests were performed under SSTO 12-M standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads sever Section 1709.8.3, par ASTM E-330. Test reports prepared by American Testing Lob of South Florida, Report # 0814.01 -01 dated 03111102 witnessed by William R. Mehnert P.E., Boriz Moroz, P.E. and Henry Hattern, P.E. and Report No. 0210.01-09, dated February 25, 2009, signed and sealed by Edmundo Largesspada, P.E. and Henry Hattern. P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Budding Code. Tag Report prepared by American Testing Lab of South Florida, Report No. 1123,01-10, dated November 23, 2010, signed and sealed by Julio 1— Gonzalez, P.E. Tensile lotet report No. SCM-198 by QC Metallurgical, Inc., dated March 13.200D, signed and "sled by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. I OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaclofano, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGM19MNG C"ULATIONS: On 24 Gage Galvanized Stoat Storm Panel for maximum panel length vs. design wind load, as won as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and In accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, I no., dated 12M 8110 and 0&27/13 (fbr this revision), signed and sealed by Walter A 711fit Jr., P.E. I kj8,jILE IMPACT RESISTANM LaMe missile Impact under section 115091.2 of the Florida Budding Code, as per SSM 12-99 Standard and TAS 2DI. 24 Gage Galvanized Steel Storm Parisi has been verified to sustain wind pressures, Maximum panel length shall be as indicatedon sheets 3, 9, 10, 11, 12 and 17 of i a of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchior Spacing shall be as Indicated on sheets 5, 9, 10, 11, 13 thm 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvardzod St" ftffn Parnel has been v~ for code compliance to work as a non -porous storm Shutter assembly, as per SSTD 12-99 Staridard. Installation shall be performed strictly in accordance with details indicated on shoots 3 thru 0, 12 thru 18 of ill, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shelf be as indicated on sheets 3, 0, 13, 14, 15, iS and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. LMATEPJALTdiABACIERIOMCAAND-WJEOFJCATKEL- Shan be strictly In accordance with General Notes and Components Indicated on sheet I and 2 of 18, of Product Evaluation Document (P.E. D.), drawing No, 20-1711. Anchor specifications shall be as Indicated on sheet I of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru '14, Indicated on sheet I of I a of Product Evaluation Document (P.E.D.). drawing No. 20-175 prepared by Tifteco. Inc. mid signed and sealed by Walter A- T111111, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Wafter A. TOM, Jr., P,E. (Florida License No. 44167), ProWwft of Tlftsco, Inc. (Florida CA-0006710). WAnL On TILTECO ADMON RECORDS % P. E. REPORT.2t SALVARMID STM STORM RAM kDRM #20-175 % 1/4. 2/4. 3/4. 4/4. 5/5. 7/5. 0,,1W/10. 2W/10. SW/10, 4W/10* * 6/5 5W/10, OW/1111 & 7W/11 r MAX IS: 'M CoNoWnt SEE SONuE ON 6, r VAX vWxNa SM SEC110" ON SWEI 10 & MIN.-; MML 6 a 0 I I -TT7-"-i-r-T-- I F-77­1`71 --- FT-- 777-7-7 77-11 D.M.. + r &(1). 0+@ - - - - - - - - - - - I - - - - - - - - -- -- BOLTED PANELS W1 1/4#-2(kl* UNWLTM PAWLS %L,1.W= V32' (SEE SECTIONS AS (SEE SMYVS AS APPLICA" 7' H �on - - 3 r 1/4. 2/4. 3/4. 4/4. 5/5. 7/5. -I* MR. JW/10, ZW/10, 3W/10, 4W/10. 6/5 5W/lo' 6W/11 & 7W/11 ANo"Ons-, FOR COMMM SEE SaWMILE a" SHMIS a a 9 FOR WOOD SEE SwIl" OR SHEXTS 10 a REGULAR STORM PANELS M& EUNMION N.T.S. - 1/4' Opp 2.47* -1 /4' 01' ... ......... 4up Tk=k St. F.P. 44167 RAG" W MAX CAP TO FLONU K4LoW COK (High %Haft Nufficalle ZOM)i 20 CAM GALVAMM STM SUM PAMEL SECTION A— a/vIvin" GLOM PMRECrM PRODUM U.C. RPL. /TIL7E C 0.... 4m SM. 5, SWISS a QwL OL Mi, . ...... KAHN Awaft. 0.).. of -IMPS. 20-176 ONO" ft IS CA-0101M �-! M p rim" 901113 WIS 1 L 14 fill r IWF* OF V OF V MAX L i 1 4% SX @OLT WIND MUT i i SCHER" ON 1 mm CaNcom Olt ­05"Mor SIM SIMMONS Differ wm"X 3A i ED. (Srs=ow TOP AS BOTTOM MOUNTINGS CAN BE SHEET 9) COMBINED IN ANY WAY TO SUrr ANY AMIC40ft FOR CONCRETE SM $0400" ON SSW 9 MO WOOD SM SOCIIDMS ON SHEET 12 LOT` W OIOISAP� -SINCLE WLLEY) or 11 or Wilk 211411 r 1. ,AX 1 1 ANCHOM' FOR CONCRETE SM SCHEDLKLE ON SHEET 9 FOR WOOD SEE SOCTIOMS ON SHEET 12 eft4k t I /'S" CAP I 2.67, OMPLIP -1 THU i.. ="M PM SOd1AA1 ON SHUT 91 -\.Y 114 -1- Till T_rr 7 Cn CU > (D 2 CD_ CD_ o 2 CU 0 -0 CD .0-0 a- Cj) . = CU 0 -co Fn 0 C 2 0 CU C 0 0 Lj_ ,- 0 CU > E 0 (3) 0 16_ co U) q_ W C1Q C= CD := 40 = :0. L" SM I- = CL — = = C."4 t� Lc'= 2' U GO 3: W Q) W Q Cn J_ ICU Cn (D 0 CU CM) CD U) ICU Z Z SHEET NO. SH 1 .0. w:�,: I'aaa RiNW, I) t41 ak 3 a. . � 1 Ia1 • 1 • • • 1 • I e ' � ARTBNN■■LKe�I■.rf.■m■Kl.�a�i i I I` illlll.RS 'M.iiRS.W � RE 11 a - (,*,.: MIA•;. � a rnr rnr-,rnNN �rnr �rnr �:rnr , Igloos `I- IPIII 1/�:rnr rnr rnr Mni. ruWp SPMN (R.) • ^iEOAU W . 144E WALION - 4•-r Y . Y a I/r > 4' t 4• • WW1�0a1+SLaMD��'�.i., -75.0 A.tP1EiA5lE M/M0 " ►MWIL'lb 31 L�•�"Ml t °'°EI(R° IAtE OR BOTTOM 01" iHL B I. TOP_ TOP DR BUtId1 OPENNB. NOSE PNl1 OPEWM R/ TRIBE TA a eDrra6 RISTAI.LAT1011 - ALTERMATIYE iw SCMt: 1/r - 1• 11ES[1t1, THE 2W Sol. 1/4, - 1• ZW1F9S 1. INSTALLATIONS ARE OAY VAL.bfOR BULONCS WITH AS.D. DESIGN t.OW3 LIP TO +SS.S. -72.0 p.B.l. AND PANEL'S LENGTH UP TO W-9'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF O.SS OR EOINL TOP k BOTTOM MOUNTINGS CAN 13E COMBINED IN ANY WAY TO SUIT ANY aK SCHEDULE B1Q ET OCNCIIm ANCHM SHEET 14) POUNDS C01MNDSH A00' I 8 1 OA. tl i WrWL A OStBE pp. (fQ SIT. aJ14) (' � I i t Omer= WHOM$ , 7/w/m/m,(ME WERE 14)IE MOC1•� smw 14) WALL MOUNTING WSLALLAIM WALL ANQ FIDOR L�LHITNKi INSTALLATI�i - SECTION 1 SCAM- 3/e' . 1' SECTM 2 SCALE: 3/8• - 1' MOTES ON LIFE SAFETY STOOL P e,cnN IASI LAWN . 1. LIFE SAFETY STOM PAND. GAN K LOa7E0 A9 AN END PANEL (FIRST OR LAST PANEL) OR AS AN INTERIOR PMEL. (ANN, P11iL LGCA110N IN BETWEEN END PNNEl3T. LIFE SAFETY PANELS AMY OR WY NOT SE INSTALLED MAACEM TO RE&1 PANELS (w/ OR W/o Res" TR•ONS.) 2. In SAFE)Y PANEL CONSISTS OF 0.039' QALVAWW STEEL STORM PANEL AS PER COIAONRa . SHEET 2 OF DRAWING. THIS PANEL ITSELF To K REMOVED OR INSTALLED FROM THE INSIDE OF STRUCTURE. I I SAFETY / REQUIRES d 9NEn i�TIu K COMi ®R BOTTOM TRAM TO HN ���TH CONIPOdfJff Y 9E METALLED BYll OR FLOOR MOUNTED FOLLAWINo SECTIONS 1 a x DN TFBS AS WELL As oETARs 1 a 2 ON SHEET 14. 3W • 4. UIa LENGTH FOR CgWONFNT®®LSE 1S•. 9k9 NDV, MAIN. ANCIm FOR OOLTPO 4)ANCHowa AT BOTToN 5 GIVEN ON SCHEDULES La 2. SHEET 14. COMPONENT ®ANY K PERMANENT 00 REMOVABLE. jE A SEE DETALS :OR OWALLATMN INTO WOOD PRALE BUILDINGS ON SHEET I& 7'•'• IL SEE SHM 4 FOR DETAIL APPiCAKE TO THE NECESSITY FOR THE YSTALLATION OF SPACERS AT 711ApNS IWALLLD A&MENT MB) BEYOND ro BN M/w00D /AIB)S. I owl IMMIL O A BLANf Youldli O WALL At FLOOR MOlMTM NW 1 ATION - A11E9MITIVE AW DWAILLAT1128 - AITERM NNE SW (SECTION AT TOP IS UMM TO +553-87.0 MAP. SOML" ,J4• - ,• AS.D. DESIGN PREP RATING) STIR !Kill 1/4` - 1• 1 •uyr aA 1 IT I M I.r NL4,Y w rteN4a«3 M ONr MR, R4SEALLATRMI - SECTM 4AW SFAL@ 1/4• - 1• j LIMA 2/4, W4L V4 a 4/4 � L-.T. 2, k �W//S L•,ojo-1, Z t III LTERNATE J ON In B xm PA EL t-- ME'A 111/100 LRE SAFM PANELS ! LOOWIOM Di UFE (SEE "m 1sel ------ L. REOIRAR MIELf w/ OR-_...,._._� SW" pRML -J W/0 REIPEAR TRACKS (SIZE IND1E t 9EL0.0 • LAW PANEL Q TO K SBMIIED AS LIFE SAFETY smpm PANEL OPO" BNEL STORM Oro+,Cl100E MRMSE1ATi0NK, 0= ELEVATION OF 370 KIRmsvuo lICI11li. OR REMOVED FROM MSIOE SALE 3/3r-1• 1 ' ) ` 1/4• a.IPP T 8 �,1T FNeINOIt N1w0s. TENRP3EN LpOyWIMN SECTION B-B SO" 3/32•-1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (ca.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH SLR SCHEDULE AR1n ,R.v f1r .,.TITAN A./a rr 1.YN.1..- o vrlr-M , .., .554 -7" Y-B' DN LOSE 2 IN UA90LSID , ,MU 5 A 7 .5" -7" >Y-5' To r-r 0- 2 314 UNDO= 1 NNW 5 a 7 +SSA -7LO >C-r m +I•-Y as x I/r ' M�pI I • a'll6pm ♦ A -4a0 12'-4. OR LESS 3 1/r ' Af OInSAPi" IL 1 a 10 • NOM W/ 1/410-3a,+' BD. RA t YWMNR a VAX* a LAIRON 0 mow_ (MLA ONLY FOR PAK3; 11 & SA VWNIAYAW AS PER SECTIONS I VIM 7. ON sHam 4 a M PW2MM AST. Sum PEKND ww VAMN ANIDIMe SAWING FOR ILL 3 Ilr •• + IS) NnNO 01THE(NY3 � wmm ma t/IN 1(A) %WON fJ TM -AP eut•4L ma"walE PER" a WAR& E Pt% TO cam OMW am cmeIDmtomO BI10 mclam�m To e c w im OWItlEi W� cmm 10 SK r NJA R/A R/A or WA r•• AA I (TOP) C r WA WA r r r r r r I hD,TDtPI r WA WA WA r WA r R/A or R/A :lmq r N/A N/A R/A r tl/A r N/A 5• N/A s 01DaD10 .363, -"A or R/A N/A R/A r WA r N/A r R/A 3 a 4 r-5 a tIZlE an 1Fsa r r WA N/A 1. r r P 4 r 3 (aorw Ir tl/A WA N/A r N/A r WA S N/A 7110F) r 6' Wh N/A r r r P• r r 4 a 7 (BOITREp WA WA 12 IRE• P 1/4• ,2 1/2' S I/�• ® 1/a• P 1/a• • 1R• B 1/4• 5 my SEE WERE 10 a Ill PER OMM M TYPE • eMOM Pet NiWAla6 ROD MO FRAME BLRO.e. rrM AM" SPOOM Na I OK OSma ARE omm AN no SCHEDULE. PORE La LESS INNS am= am BOIma SEEM No" rom BY RLBTRL.tl,M e11O3M MIOeI ON Soltl BY THE TOLANO FACIALS. MR DK OP M= m K POSMLL NOV= 000 AIMED UM WRIN !w1 mm K me 111M ■TIFF Pam NOWn, Net EACH mom rot M mewon LKaa T M I/4'. tp1 I/h t/41r 1R1 +/4Y WPM W TM•� pNR�1 p6�V r. NNAr fNOa IIU 3 a 3 3 f Ih 3 4P1NM.RrO W W OJ 3 3 ! 3 a 3 1R Na •.•I 01•R,Y SA,a N 3 a 3 112 1 3 1R 13 //1 IDYL CL PRE amm RICO Ilr m - - fL - m &P r 1m ,m - Im AS 31 Im m Im SS ME. U. r. 1 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINOS WITH AS.O. DESIGN LOADS UP TO +55.6, -72.0 PSF AND PANEL'S LENGTH UP TO F-8•. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MiMBERS TO BE SOUTHERN PINE NO, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP 4: BOTTOM MOUNTINGS CAN BE I COMIBNEO IN ANY WAY TO SUET ANY INSTALLATION. �R�nB�■�/��rN4R■B�RrBrR1R����Rl��a�T�RRI■ �. �I .. • • 11 . L L i`7 _ _ 1 •.. • FOIL rAl w "A P4N�UK N I PIPLE 10 NNBNIE NAB somas # i Q WrNM IONIZE IANOM vow m - fO1MP� WDCK m StDOP1 SO oOPI10 MOIL m EaROeT3. eDCN m BIAOI b" N/A N/A I N/A r WA r N/A r I N/A I 1 t 2 ) SSA. -72.0 9• 7• 9' 9' 9` B` r 9• 9• 9` t (BOTTOM) 6'-0' OR IkSS 455A -M.o N/A. N/A N/A r N/A 6` N/A 6' N/A 1 a 2 (FOP) '-w ro r-r 9' 3' 9• IS, 9• 7 1/2' B' 9' r r 1 (soTT'oM) +88.0 -72A r N/A N/A N/A r N/A 6' N/A 6 NJA 1 # 2 (TOP) r-r ro 6'-8' r 4• L mum NSA. PNDSSAE Ram L-J.) , (SIN B S/r 1h Mr TON of ANWQ am 3 Sol • r IN. KIWI TM ND nowon" APPLICAK[ ro WY a TTETAf a v I.j CONCRETE c- +492 -81.5 3• 3• 4 Ilr 4 1/Y 2 {IOTTOM) Fr OR LESS +52A -lira r !' 4` 4• 2 WITOM) r-6. OR LESS +55.0 -72A 2 1/2- 2 1/2` 4' 3 in. 2 (BOTTOM) 7-6' OR LESS +55.0 _7" 2 1/2' 2 1/2• N/A N/A 2 (BOTTOM) 7'-r TO e'-0' +55.0 no N/A N/A 3• 3• 2 (BOTTOM) r-6' TO 6'-Y ALTERNATE LOCATION AT 80 FARM O KEEAIOR PM/EL--T:76! PA141 Q i r- 02 > r SIR,. ANCPIdt 1NOf. ANI31A SPANM SPACING 1' -r INN. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SCALE: 3/f6• - I' MAXIMUM A. .0. DESIGN PREji.s.f) AND CORRESPONDING MAXIMUM PANEL LENGTH NO SCHEDULE (API N•m � SKY m ePe,INALtt , a 3 nn, FOR a INIM STORM PANEL SYSTEM ON SIEE, 131. rlKfr APSE arN P �ISNO11 R-. Ara ,aeM � ' 4U IaaAr faAres A {11K PAA4 mMIMI •NL4 -tfe r-r f we ,.BITS SK WQT /5 FOIL ANC110116 m a ""M fm PaM&A MR) WBA ma "A4 &* MO NFCNOR /ACNOS ANE MOO M UK D OW= AND NO== ON WK $MO" PORE CA SOS YMR MWCJOID ON mm" ma Allow wwo v "M YETIS AMOK elANI 01 fNIID1NE IN M POUNDN M PAMItL FA AK OPBMMON m K PAWRE. no= SFOC1M one= umm 14" N3IL EAT K LIE "m umma pvcm mmom Fa DO" AIRCREW TYP( AT NIOOe Lem& 1 1/4.4 1 1/4** 4a Ile* Ile. INFO OF tlP.r► OEM+ Me. Ram elrM D 3 3 3 f IRE *mamma 3 a 3 3 3 PaA1y 0.0w a d 31/2 SIA 4 AN9SL SL FRANK r ,m +m - +m m �.3 - _ Im m [1AM/D ONLY FOR PANELS tC')a QBtBTtuA7IOtu AS PER SECTIONS , i11W 10. ON SPEEIS 4. S N 4) WM" ATOMISE &RCM FOR EA. - 3 1/r - A,B0. oWGP PAxWAE STINTS! jpJ.I.) wEq+ a TA► -EIS CNAL-e Avem R Flirts A PANIUmm Am SOUS aR APPLIOE m Fr..+, . 0, me K OaMMmN OF TOP MAaMM 14WA WK M y BL) m L3MNE7E To t3IlO1I7E BtOd m EDN0REIE m calacrz BUICN m COR04R m CONCRETE 6ldtlt m cw4cmm m maR,C BtOOI m OONCOM m CONL3ICTE BLOOL m COINOIEiE m CANTO Bt0f3t 6' N/A N/A N/A 6' WA r N/A 6" N/A N/A N/A T (TOP) 6' 4• N/A NIA 8' 6' 6' IS. r N/A N/A 1 (BOTTOM) 6' N/A N/A N/A 8• NIA 6' N/A r N/A N/A N/A 2 (TOP) 61 WA N/A N/A r N/A r N/A 5• N/A N/A N/A 2 (BOTTOM) 364% -72-0 61 N/A N/A N/A r N/A r N/A r N/A N/A N/A 3 k 4 (TOP) >7'-4' TO W-r OR LESS 6' 4' N/A N/A Ir b' 4' 6• r 6` N/A N/A 3 (IMON) 6' N/A N/A N/A r N/A r N/A 6' NIA N/A N/A 7 (TOP) 6' 4• N/A N/A 8• 1• 6• b• 4• r N/A N/A 4 t 7 (80TT0M) N/A N/A 12 1/2' 6 1/4` 12 1/2` 6 1/4• 6 1/4- 6 1/4" 6 1/4' 6 1/4• N/A N/A S (TOP/601TpQ A. -33.3 N/A N/A 12 1/2' 6 1/4• 12 1/2• 6 1/4• 6 1/4' 6 1/4' 6 1X 6 1/4" NJA N/A 6 (fOP/9OTTOM) -9` TO /1'-r 36.0. -72.0 N/A N/A 6 1/4' N/A 6 1/4• N/A B 1/4' 6 1/4• 6 1/1' all N/A N/A 6 (IOP/BOTTOM) -b' ro 11'-2- N/A N/A N/A N/A N/A N/A N/A N/A 4 1/4` 6 1/4' 6 1/4' 5 1/4' a. 9. 10 (TOP) 4&6. -40A r 4' N/A N/A N/A NiA N/A N/A 4' 6' 6 1/4' 6 1/4- 8 (sal 12'-4' OR LESS OR LESS 6' 4` N/A N/A N/A N/A N/A N/A 6• 6` 6 1/4` 8 1/4' B {eonoM) WA N/A N/A N/A N/A N/A N/A N/A 6 ,/4• 4 1/4' 8 1/4• 1 6 1/4' 10 (BOTTOM) SIZE 8141 to Il Ala IS FOR AIIMM TYRE a WOCM FOR PSOLIAWB INTO 1000 ME MADW Me*" M,0,100 SPOOMS AZ MPMM IDK DETmm APE NNCAM on 7148 209MAL MR LD. LEGS TIMM INOImo all 9o=" I== no" rom wY 1"?ftYm0r VACM New ON SNEDLILE BY THE POtLE FACTORL M THIS OMWMM TO K MARL LUCID SPYCPS DID*= ,EIN6 FACE Ill. NO K LESS THM 1MNM $PR PER 20"= FOB SAa1 NOS" TYPE A, ARMIES LM& Albs LYRE 1/r. 1/4-0 1/4% 1/4% 1/4•0 t/4'. IAPfOI 6IM.Wr S,IA-SI Se6Q OL Mom OAMM P12 a 3 3 3 2 1/1 3 NpF�p ORN•y p.J 3 3 a a 3 3 1R WA,4RP tb-W Y IM) 3 3 3 tR s IRE 4 3 ,R Ram SG BTBE mom IF A's 10 R 1 1 3A -M f 1 - - !N OA3 r Im 140 - tm A3 - 3I IAa r D L UDWH DIEM mom SOME S/ht' 9CAtE 3/II-1 1. INSTALLATIONS FOR ALTERNATIVES 81111. 9W A IOW ONLY VAU) FOR BUILDINGS BETA A.S.D. DESIGN LINOS UP TO+43.8. -48.0 P.P.f. AND PANEL'S LENGTH UP ro 12•-4' 2. FOR NEW WOOD FRAME CONSTRUCTIONc WOOD MEMBERS TO K SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY Or 0.55 OR EQUAL. NdtF FOR COIKYIA,Ai+Pt K ccCt_w,e• TOP t BOTTOM MDUTINGS aLN K COMBINED IN ANY WAY TO SUIT ANY INSTALLATION ,/4,P LAD WAiWW • r oA q DETAILS FOR OPTION 1 FOR LIFE INTO EXISTING WOOD STRUCTURES SAFETY STORM PANEL SYSTEM IRE WPEAOFD Pl11gIUIl0,1 m WDED 11IZIOFA I .,l I � e1 19 I I P6NI1® yyMaRJyf L1gry a 4 ! IV" 1 ALTERNATIVE 1 ALTERNATIVE 2 ,,1 �sat' WCl/IE M E I OA I i ( 1 I ED w Lro I It 8 C.N ALTERNATIVE 3 ALTERNATIVE 4 ,�.yAe�6aFDP0EtM1101W11/ , 1R' ,/410.•S/r LDIe OVA eAo" R/ Vow-wa• ss Ra. a r 04 at ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATIONS 1/4w 35 pw4xws fawn a ON 7mrAmID E PUS 0 r D.e R/ I L/r NM, ILPEAOPCEWAMN m boom wm sum wr - r PLANE VNE : We1 O PRIERS NOT War Fr CLUM WALL MOUNTING INSTALLATION ALTERNATIVE 1 W 3� t. LN1TNiAT1NE ARE qNr VIVA NOR 91TDgOS WREN ABA. OEM LOADS LP m 4WA -720 P41 APo PALELY LNIMIN tR m Sl L Pomol IE Now ft. 1.R/ mM0, OM aPIK. TO K BOUNEIW ^•4-/ W N co C) O U N CLC O t` •� O \ 'O a- '^ Al i� :3 O cu C/) 0 O 2 O 0 3:: cui... _ � LL O .� cn 'a O L CL y � /7t A � .�� /.�1,/��/ 65 Q 1=, Clp � CV f•-- > V o 3_ CL �Q o o C t0 C4 GV � 'lC CO 4 tR -a t Q a3 a. c � o a3 � •� u - No °a u �a3 �d :20. N C a cn L SHEET NO. IS 1R1 ANCHOR. (SEE SECTIM ON SHEETS 17, IS, 19 A 20) MAX 06 MN. ewN/u, iFlr%t6 afNB .rwf7,6, /tg 0 a" o 0 010 0 r r MA " '� -W►w NAr ur f ANHI /RB• i..•I MAX. W1r, a/1r. W+6. 2B/IJ. 4y1r. 6ytEL •- ESN. •AW/+6. rwrfT6 A w/2o 66W/+4 rBWJte A 6Nw/2D 1• --ANCHORS (SEE SM704 ON SHEETS 17. it 14 A 20) ------ OPTION J2 FOR LIFE SAFETY STORM PANEL(I ELEVATION SCALE 3/tr•1• --- N I .f _ I uT \ •lt Tf A P [oilliliNiA• L.• .. MAJX#W 1 A.S.D. DESIGN PRESSURE Mox. PANE. LENGTH L (fL) WINSM)M SEPARCON PANEL RATING (P.s.t.) (SEE SECTIONS) TO GLASS CONDITION +55.0. -72.0 V-S" 2 3/4' UNBOLTED 1i' � IA -7 I �7 we" 3/rs1• SCALE 1. I IONAATONS ARE DIMLY WAD FOR $ULM= WITH ASD. OYON Laos UP TO ♦963, -TEA W AND PALELY LOON UP TO W-r. 2. FOR IRS •DOD FRNIE CO SPLCRWM MOOD MFMwNB TO BE SIKIHWIIN "I ra 2. W/ gum DENSITY O' O36 ON EQUAL COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS WALE 1/2.17 •I5.1Nr CMAL Wo1H}- - -12.500• (E'.:rECTNE wmml .-.-- - - 1' O07D' MIN RICK mkwjmSim TYP. Amu A-BS OWAX Ill meow I - _ LiTA1L A 4" (D SMIN.PANIIII PANEL'S 0B IP W/ HOACD am „�A 1 �•aoeW' AD. LSOMETRIC VKW MAIL A ROUMOED CCMWER A ENDS OF PANEL^$ 00 LP W/ Homo EDGE. (N.TS) I••-.725• g� O L-1 �? ,�"E "hla2L.) ALUM. ANQLE �-,TOO•-� mew w W LONG Sou-TS AIL". ALLOY N H1E71LL AJ / e r &C. INNEADED WOOD 1 WN AMID. LEN (AEc NrnE t KNWLOR 0 "h' TRACK © REMt= *Uw TRACK A1ir a 3,1 i iOOC .125• V1 2"M3MWx.a flwN- ANIM T 4 0091-TS AMNn, ALIDY INSTALLATION DETAIL FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES t • TAPCON AMC 1 4' TAFCOM MKXOa 4' TAPOON ANCHORS 1114, TAPCON /IIOIONS D.0 �' 6• as j+�6° as 'r D.C. PQUMEO PNIRED POAIRFo POURED CONOk7jrr sum (40-Vio ..1------[[[l atouRm - i/r• �_ 1/4- j - 1/V 1 i- Mw came I IRA,. • W I IN. W W 1D♦P"wl 1p ' I irl. M - I - ! � If y ERST'S i ; mASS 1 SCLASS - _� - F l - 1 r I �, i I I � _ - � � -+-+ j T/2' ' , {Y-2pP3/SITES MY wf � 1n• 1 '4Y-20_A3�[4Ys. M45, SY i • 12 1/r aw a NUT "W ER I A 3T WWII Nbr WIA m s 32'tOMFt (BEYOND) 1 r' 4APWN ANCHOIw 7/4° TAWION ANOIO116 I 1 4• TAPOON ANCHORS i 1 4' TAPCON • t/2' O.C. 'i 4 1/E' as I "4 tfr O.C. • 4 ,/r O.0 _-lE0tYE0 ROOt REOtI1N0 HOCK RBO+IM✓AD tbCN BLOEXDLOfX SCALE 3X-1. SCALE 3/8--l- SCALE 3/r-T' SGWE 3/r•1- . � A�}GENLrkr ' FLONIDA NALINi6 CM Ni NumeN» Zola PNIw xTwoo P G 20 GAGE $M VAMZED STEEL STILLY PAMEL rP. gnu umno * NAww 6n z k. �'p R19 y> Inc. m1 PI�ONCi'S. LLC. /MVL W ir••• wNw. fl. 3a/r SS/ NA w.e'., weM ` w aN wm om)w - PAf Dw4 20-178 L wAL/wMMTAwjM/E f OWN" INf 1 P3. Iilwtt7 OF JUL Ira Wiff AM➢IER i1R tM'• Kc UN@r u f m InM ANLMIOIW TYNc . traw NMCNw PoII � MO WOOD NADIR NI"ANIw r ANwwl MWAIw N � NIAAA rinae tPAD2Mw AND ,NrPAWr wa SWAP"[ Nec Ii0"ARO Ww W+e •wlllliNlf MN+Nrr N 2 1h16PYlE iUR Ea LiW NNW NNNCAIfa ON wNP/P1 PRPIb NfIA 6rR 2 1XPRIAE Na110E ANCHOR ENVOI" N WLIMLW111 2FA1CrR sow am ON 2Gm1AE A01■ Y INORBI N HE FOtONIIo P11Cmw. FON 7Nw � 1y, s OIOY610A W N[ FOwtit4 IWNIarO BOOM ow,A+m aNNs RX:1aW wIWI1 Not w ION TIeWI MIwW WWaf" 4M102N0 ---- tm ra EACH AIIOIOR TWt ON lw 9CI+EOINE •' 31 OR) WALL MQ 1BSTdL1dIlfl1! SCAR 3,/B-.I- IM 1. � ARE ONLY WAND FOR BUWDNGS WRH AS.O. DOW LOADS UP 10 *512% -72A PSr AND PANEL'S LEMOM UP ro r-r. 2. MR HER WOAD FRME � WOOD MEMBERS TO BE SOUTHERN PILE W 2. W/ SPECIFIC ODMY Or 0.55 OR oOUAL j"'TF'R.T..i t. �i�?`r21TM ..,A k. DWH 1 SLLo•+) OR) WALL MQ 1BSTdL1dIlfl1! SCAR 3,/B-.I- IM 1. � ARE ONLY WAND FOR BUWDNGS WRH AS.O. DOW LOADS UP 10 *512% -72A PSr AND PANEL'S LEMOM UP ro r-r. 2. MR HER WOAD FRME � WOOD MEMBERS TO BE SOUTHERN PILE W 2. W/ SPECIFIC ODMY Or 0.55 OR oOUAL j"'TF'R.T..i t. �i�?`r21TM ..,A k. DWH 1 SLLo•+) 2 w0L10 3•/24r'/2;wm 6 V/24 N d WPo ®• ® cm wit 2 Nam r 2/24 V/24 � lea NINE a MOM 3- WII CO+ILMEN AIIOIIAWR MFi w�M. �� AA o+oW6 ,rI •F i1'•'IA WE dH We! lii; (2K ltli®ME Oak amw 2A ,• IAM1. N2 41 SALS. ) Oe Or tf2 M i1' W3'L• L{JNo pNweal gMwJ DNtalat rN6) DIi+OWOR M16} ID1E 2. x 4 wwMw I i !E MOw { w{lA � 4 r WE W/ � -... d . 40X 1• p21' Jill 1111 �(r`-ply IITpYOP)gpMl s• se BITE 4 INLLB'.___,/ HWN ONrUe9E12 AIaWN6 1HE fklaw -2•� yq' ,,,,„,,,� r-t•-'�--- 6E Af'�D PAA A6SI W1. Sw w,aT 2K Haw MOOo aXION:�Y�MMa I R �"""�+ id 1 t12". tt ,,,/:1•® 2=E fOCmNt Ow 2wiET M oA W/ anW P A7 wfl0i • TO BE NMBTA M BROIL I.," MMRDM - YYrilt2 wa mt 1/4• AM OP 1/4' w". orar SECTION A (t} OE MMO ter NF'r'_rt 1NIO E - Z NANO 310RM PANEL SYSTEM croswIND l7F PARM 4 1 5.: fEew� TRACKS AT TOP A PANELMATE PLUS OR Is UNIT ' wffOM Be P (1)• BE'EdIT■L TE i�2000. E I AMMO $TON NHE7. 5T$1EN CaFF$ISTHNC PJV7Ft ♦ {2� Np PANELS SHALL ALWAYS Rt 0294CII�! TO eP,w. TaleKs TOP . eoTrou. BILL NWT. BY MONO Or (2). JiIM PAHIiu WALL ALwArs BE CONNECTED TO BOTTOM TRICK arNETWASE A sraP eAn Low EKS PAeELs @7 SIiMl BE PROV DED ATTOP �/ AK2A PANELS. SHALL BE o6NwECtE33 m w/Wi41:- 4"(Isi W/ T'R WHO MATT OR 1 4-b MF �wAl� A MO 1APPEp� K (3) pl W 7 ♦ *AlFASTENERS 1a'Y T (3)• FOR OASES PANELS AM US JOMDLY Wf 15• LONG LAC/1 6E AT OTHER M EXTERIOR FLAT FLANGES OF DID PANEL. BUT DO PANS ARE NOT CONMNCTED ro eDTral IIMActR�j,�STOP BM WALL BE PROVIDED M TOP OF SUCH PEELS. (4). N CAN THAT ENDPANELSARE NOT NXX6ECRD ro BOTTOM COATRACK Q.P. A SLOP eat (4). FOR *dVAAARONS WPM DID PANELS AND SOME N,EPoOR PAEL! ARE COM M.Y BOTTOM TRACK XISTING BILL ONE INTERIOR PAM UBNA # oN t10R (p AMM N SUCH CONNECTION ION PANELS BBEED- To -RV 1MCK�RQNG MAY JD W/ TO WALL TO BOTTOM TRACK MAY OCCUR A/ ANY PANEL LOCATION. �OAww"nPD SMlRM 710BOTTOM K MG W TRACK A t taED Y W/ 00ES (5). SEE SECTION V, 3• A 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. MIA iDOE� FOR THIS By HOT NEED To K CONNECTED TO BY TRACK AN ANY L4111 ■ wHSULLED t ,+ TIER Mums BT �. LEFT A RONR HIDE OF PAWL) HMYE 'vGEN ' 3 •.'l ELOINDA KN DING CODE V ikWrlfenf ZorHI No. 4 167 sow U31M WC. 20 OAK GALVANIZED STEEL 51 PANEL F.P. Mom Ift. a/SVww aT : ¢ � L E C 4 PROTECTION PRODUCTS, LLC ENS.MAW $O FL ar. N BIMT b Nw a s A HUD 6MNMO a a NIA (-) N-m 20-178 tS'AA�OM. tP... 6b-tll1 PN_W, " IAMB" r wWsr a s w INSTAL! ATiON DETAIL FOR OPTION #F2 FOR UFE SAFETY STORM PANEL SYSTEM ��� INTO EXISTING POURED CONCRETE OR CONCRETRAM ANCHORS IIN BLOCK STRUCTURES(-- r r D. C011 NN'AIDRf C. POURED CONCRETE POURED Olt coWaTE RDDiq �p 6LQCT( iNEOLN" f{' 1!4- E.D.• ' I EA • � ; "..i I r If i I E f♦IE o� b I iI 1 r •' yNIN�� N I I r ALL it f lca• 1 1 � rA.• I i I!I i I j x j �,�,,�4-7. SPMNNdWWi A.W wf • 6 1/#' 0.0 Al) !32' wM0 NUT WWltl NFOLX NDCMf bLOdt REOWM WALE 3f -1♦ SCALt 3/6••1' N(L 44167 FLORLDA BLMIWNG ( vd60 Nurrla6nf ZNNHI * • PPwo nnw, w- .q TA1E 20 OAK G&VAIRED STEEL STORY PANEL. NIWrI Nr. yr FS OR ILL E1 C.O me.CLOW PROTECTION PRo011m L4C. tllDOM ONAL mE 4Nw MM, n NNIwr N::.aw ` N♦, Rw RIWWt pNXM �7awAL M4 064)mo.4m SUM 20-178 rx affimiomm Nw wW,aTAr. Pi JOST aware N w in mom >Off w16T 1N w b 1tlR Aflp"Ri lYFE A yW� IFWCNIN FON PNNAMAA0IB AND 4WOD /ROAR wt"NNND. r rP2s IIWNI� 2 � NMIIY.NPMeA NNVMWDs rD MAWCM tcwc w67Hlcc An Nallilf0 am nw •WNPNIIIIQ Fw) 2 • NGeOME IOW CO. t9N 11MM nBIOJED w .art to"Nf wr N ' 3 I/E NI+EINWE NaKc rode suwH6 6Y IMNIwLYw" NIVIGIN w+DIN a DONF91At IWlit RipNR p 1!E INIOINw IAICTWAL PoN ffi t � - aPUW"x tD w rIMaBNL N®OCCN sPaA" awrwl +r" NACBIr aHWL 1AW , + - - � iW TIIw IwM111N !►MAMBO WOlg1® A• 1m 1m 101e aIIH A,"IIYI TARN Hw1 Uw M31Ot{ILE ._ DMAX somatitt N MOPES+ 1AM_M_A � IEAIMi 4EEtYY S48T01 I. E-Z HIM SION PANEL SHOWN ON THIS PRODUCT EtMtIXTION DOCUMENT (PE..O.) WAS BEEN MWFlED FOR COMAMOICE N &I) MNIMUM EMBEDMENT OF TAPCON M604M NO PANEEYATE FEMAE D A PANPLMW PLUS NTO CCRMn ACCORDANCE WIN THE 2020 (7U EDITION) OF THE FLORIDA 6ULD610 COM BLIGHT SHALL R , 1/4'. DESIGN NSA LOADS SHALL R DETERMINED AS PER SOLTDN 1620 OF THE ABOVE ME)MV0 CODE, IL2) MINAAM D�DM&WT OF 1/4•0 X 7/6- CAIX-IN ANCHORS SHALL BE 15 7/6- INTO CONCIE7E, TOR A 1MDNTt SPEED AS RBDIMND M 71E i:60t K WHERE THESE SNUTfE6S 1FN.l BE WIBTgLEO AND NO EMBEDMENT INTO ANY FINISH MATERIAL WALL BE PERMITTED. FOR A OtlECfDNAUiY fACroR KMD.BS U56A ASCE 7-16 AND SHALL NOT t7TNXE'D 8E MAXIMUTA (ASD.) 1/4' 0-20 SS SIDETWLX BOLTS USED SHALL R LONG � ANY FINISH WTERAL. DNS+) 70 OEM PRESS PATHOS INDICATED ON SLEETS 25 A %. ENGAGE 3/4• NTO ANCHORS. N OLDER TO VERIFY THE ABOVE CMBMRON. ULTIMATE OEM WIND LOADS DETERMINED PEN ASCE 7-16 SHAL DE FIRST R� To A.S.D. DESGN WIND LOADS BY MULT KVNG THEM BY 0.6 N ORDER ro 8.3) N CASE THAT PRECAST STONE. OR PRECAST COMGrETE PANELS BE FGRq ON THE OWNS WALL TO BARE THESE W/ MAX (AS.D) DESIWH PRiBkAE RA16AS 14DIMTED ON 04CM 25 A 26. ANCHORS SHALL !E LONG MUM To REACH THE MAIN STWR,TUIN SEIM SUCH RVINENS. ANCHOIMGE SMALL 6E M MENTIONED N B.1) AND N ILI). N ORDER ro VERIFY THAT WIND LOAM ANDWAS UKANCHORSUSE ON THIS PLo. AS TESTED WERE NOT OVER STRESSED, A KEN *CREASE N ALLOWABLE STRESS FOR WIND LOADS WAS !� USED N 111E1R ANALYSIS. PASTDNIB SPACING ro W000 WAS BEd DETERMINED N ACCORDMCE SRN w.D.S 2015, (C) �• BE INSTAUED FOLLOVIM ALL OF THE RECOIYENWiOHa AMC SPECIFICATIONS OF THE A 000E S STORY PNEL3 AOV)UCY FOR IMPACT AND FIATIOIE RESISTANCE HAS BEEN VERY ED N ADOORCANCE WITH SECTION I626 OF THE ABOVE M ENTONED CODE AS PER r0E51MlIGH TESTING LABORMOM. NC IV= / 20U, A: PROTOCOLS TAt-20,, 11, IT SHALL BE THE RESPONSWUN OF THE CONTRACTOR To VEWY ME SMKWES$ Of THE STRUCTURE WHERE E NTTEA TAS-202 AND TAB-203. a TO BE ATTACK TO 6F$M PROPER NOIORADC D6S SWIM WALL ONLY 6E MTACHM 10 OONCR M 9-M OR WOOD FRAME BULBWOIL 2. iNa SYSTEM ivS BE&W OESgNED ro ■ INSTALLED ON THE OUTSIDE OF THE OPETB+O Af'C6BSNI6 THE HX'F3NA FROMA THE INSIDE W/O TEE UK OF A IAODER OR UHT. TNa AtPLft?ON a YAM WHETS fWALIATXNA a WIDOW TO ■ P�ORMED 12. THE 0WALI KTON CONTRACTOR a TO SEAVCNUIX ALL SKITTER COMPONENT ED= WWg1 R844H N CWMAj I6 FROM THE NWOE OF STRUCTURE. ACT WITH THE BUILDING To PRrKXT W00/RAIN NTRUWON. CAULK AND SEA, $HUITER TRAM ALL MOM FULL 3. SERIES 1000 NSTAIATON a APPLICABLE To SWU AND DOABLE HIANG STYLE WINDOWS WHEN INSTALLATION a REWIRED 70 BE LEXIM PERFORMED FROM THE DISDE or SMOUCTAEE. 11 STORY PAEL IWAWRION SHALL COMPLY WITH SPECS I DICAVED N THIS ORANNG PLLIS ANY BUWONO NO ZONING 1A WTONS PROVED Of THE JUFUSDLION WHERE PEW, a APPLIED TO. 4. SERIES ZOOM NN6iutATAN a APPUGMLE ro SIN<AE FAD DOUBLE HUNG AND iNORgpRAL SIJDERS 511'LE WINDOWS WHEN NSTALMATDN a MEOMED TO ■ PERFORMED FROM THE NWDE Of STRUCTURE. 14. ATRIUM WINDOW AND 0001M7, INC. E - Z WOO STORM PANEL SYSRMP• a PWW P6fBw. 5. ALL NAUMAN 00RU$lONS TO BE 6063-T6 ALLOY AND TETIPER. (UNLESS OTHERWISE NOTED) 15. (A) THIS PROMO EVAUAT" OOCUIETIT (Pi.D.) PREPARED BY TINS DO " a GENERIC AND DOES NOT PROVIDE Di'ORMA710N FOR A SITE SPECW)C • I.P. DIRER[ THE SITE COMMONS DEVMTE FROM THE PLEA. S. ALL ALAR6NM SHEET METAL USED M 12.17g1Mi$ SILLL WALE S10D-k,i AtIOY. W CONTRACTOR TO BE RESPONSIBLE FOR THE SD.ECDON. PURCHASE AND DATAlATION DiCLUDINQ LFT SAETY OF 7. ALL SM SHEET METAL PANELS SHALL NONE STRUCTURAL QUALITY STM ASTM A-653 GRACE 30 MA., OA.YA6ZE0 STEEL THIS PRODUCT BASED ON THIS P.E.D. PROMEO NVSiE DOES NOT DflMTE iMM THE CONDITIONS DETARED M DESIGNATION Wl" 3" kM (WHEN ROUND). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS . Q ALL SCRIMS TO BE STAR&= STEEL 304 OR 316 AID SUM OR CORN OSft REWMANT COATED CARBON STEEL AS PER DN (4) THIS PRODUCT EVA.WATON DOCUMENT WL]. BE CONEDERED N.ALD ■ YODnW 50016 W/ 50 fW YIELD $?REMOTE AND W W TENSILE STRdaBI A SWILL COMPLY W/ RO QA SURDA C CODE SECTOR 2411.3.14. (4) SITE SPECIM PROJECTS WALL BE PREPARED BY A flOADA KOISTE EO &WODIEET OR MdNECT WHICH VALL w. SOL73 TO BE ASIM A-307 CALVIAPIREO STEEL, OR Aal 304 SEISES STAPLESS STEEL. MATH 36 im MNMAI YELD STRENGTH. BECOME THE DARNER Of (E.aR.) fOR 71E PRD ECT ND WH10 WILL BE RE�OFMBLE FOR THE PROPER USE OF THE PLO. d�EfR of IIECdID ACVW AS A ORWgm &WINNER TO THE PLD. ENONOM, SILL 10. ANCHORS 70 WALL SHALL BE AS FOU Mr• SAW ro THIS LATTER THE SITE SIAECN DAMwIGS FOR REVEAL. (A) TD EY15Ff1E POURED Mbrjm- (P) S THE DATE A1A WO6iA. SEAL AND sIWMT4lIE OF THE PROFESSIONAL ENGINEER Or - I/4'0 TAPCON ANCHORS AS Iw116B7VCTIREO BY I.T.W. BLADE%. NC. (MIN. ra.3462 P-aL) RECORD THAT PREPARED - 1/4• W X 7/r 0MX-W ANCHORS, AS MAMIFACRIRED BY DMALT INC. (MAN. ro-3000 O.W.H.) ,S 9i(INY PANEL MARUFACRRER`S UI■1. SILL BE LOCATED ON A SEAMY MBHBI.E LOCATION M STOBI PANEL N - /I4-1 0 PAFIEtAMtTE itMAI.E ID A PANAA7E PLUS ANCHORS. AS MMNIPACRXWD 6V EI.CD CONSTRICTION PNIDt1L•IIS. ACCORDANCE LATH SECTION 17W.4.3 OF PLUNDA BUILDING CAE.. ONE LABEL. SHALL R RACED FOR EVERY CPO". (re�T350 P.aR.) L*0CUN0 TO COW+LY WITH SECTION 1706.9.2 OF THE FLORIDA OURA G COOS. At) NA MUM EMSEDME(T OF TAPOON ANCHORS INTO POURED CONCRETE SHAM. BE 1 3/4- AND 2- FOR PARamm FEMALE ID A FANEUMAVE PUNS, A2) MINIMUM DBEDMLNT OF 1/4'N X 7/r CALX-IN ANNCHM SHALL BE a 7fe' INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH WTDIAI. SHALL BE PEIMMIIM. ;/44. 6 Sr1MMMX BOLTS USED SHILL BE LORD EMOUGI(SHOK" ANY FRMWN LM7 70L MAST) ro ENGAGE 3/4- ANCHORS. A TJLl,_ A3J N CASE THAT INNCABT 51o1E. PRECAST CONCRETE PAADS, OR PANERS 0& FOUND, ON THE EIDSIAIG WALL OR ,♦� ^""'• FLOOR. ANC MEAL SMALL BE LONO ETNUMI ro RAM THE MAIN STRUCTURE REMIND SUCH PANELS. ANCHOAGE WILL .•"'•�CEN�(.'% BE AS MENTN ED IN Ai) AND IN A.2). (B) m EXeTAHO fdtNJiETE er. i o. 44167 - 1/4- A TAPCON ANCHORS AS MANRAACILRED BY I.T.W. BAR DEL. INC. FUN14DA WILDW CODE Vw NMMwaHI - 1/4' P X T/r CALA-w MOCK AS HWMACRRED BY DENIXT INC. 0*m 1500 P-83.) Qom. ANk '� 1In00. ML 2D BAK oxvm m STEEL STGWI PANEL F - I14-,0 PAELMATE FD AE D AND PANELWTE PLUS ANCHORS. AS M&NUFACTUI= BY ELCO L•ONSTRUCROK , : wIHI PRODUCTS (r1w ml P.4.1) .... w A aiRMILAN 4Ya y _ • . 1 i .. • t, Il4i+ :. 1 i IlI ,._ , '1 • I � -/ L-Ne,-cN bow. mMNw�wO a war 2M\:/ SOW: 1py.EE -CaW.l. a A2MHI N N MOPES+ 1AM_M_A � IEAIMi 4EEtYY S48T01 I. E-Z HIM SION PANEL SHOWN ON THIS PRODUCT EtMtIXTION DOCUMENT (PE..O.) WAS BEEN MWFlED FOR COMAMOICE N &I) MNIMUM EMBEDMENT OF TAPCON M604M NO PANEEYATE FEMAE D A PANPLMW PLUS NTO CCRMn ACCORDANCE WIN THE 2020 (7U EDITION) OF THE FLORIDA 6ULD610 COM BLIGHT SHALL R , 1/4'. DESIGN NSA LOADS SHALL R DETERMINED AS PER SOLTDN 1620 OF THE ABOVE ME)MV0 CODE, IL2) MINAAM D�DM&WT OF 1/4•0 X 7/6- CAIX-IN ANCHORS SHALL BE 15 7/6- INTO CONCIE7E, TOR A 1MDNTt SPEED AS RBDIMND M 71E i:60t K WHERE THESE SNUTfE6S 1FN.l BE WIBTgLEO AND NO EMBEDMENT INTO ANY FINISH MATERIAL WALL BE PERMITTED. FOR A OtlECfDNAUiY fACroR KMD.BS U56A ASCE 7-16 AND SHALL NOT t7TNXE'D 8E MAXIMUTA (ASD.) 1/4' 0-20 SS SIDETWLX BOLTS USED SHALL R LONG � ANY FINISH WTERAL. DNS+) 70 OEM PRESS PATHOS INDICATED ON SLEETS 25 A %. ENGAGE 3/4• NTO ANCHORS. N OLDER TO VERIFY THE ABOVE CMBMRON. ULTIMATE OEM WIND LOADS DETERMINED PEN ASCE 7-16 SHAL DE FIRST R� To A.S.D. DESGN WIND LOADS BY MULT KVNG THEM BY 0.6 N ORDER ro 8.3) N CASE THAT PRECAST STONE. OR PRECAST COMGrETE PANELS BE FGRq ON THE OWNS WALL TO BARE THESE W/ MAX (AS.D) DESIWH PRiBkAE RA16AS 14DIMTED ON 04CM 25 A 26. ANCHORS SHALL !E LONG MUM To REACH THE MAIN STWR,TUIN SEIM SUCH RVINENS. ANCHOIMGE SMALL 6E M MENTIONED N B.1) AND N ILI). N ORDER ro VERIFY THAT WIND LOAM ANDWAS UKANCHORSUSE ON THIS PLo. AS TESTED WERE NOT OVER STRESSED, A KEN *CREASE N ALLOWABLE STRESS FOR WIND LOADS WAS !� USED N 111E1R ANALYSIS. PASTDNIB SPACING ro W000 WAS BEd DETERMINED N ACCORDMCE SRN w.D.S 2015, (C) �• BE INSTAUED FOLLOVIM ALL OF THE RECOIYENWiOHa AMC SPECIFICATIONS OF THE A 000E S STORY PNEL3 AOV)UCY FOR IMPACT AND FIATIOIE RESISTANCE HAS BEEN VERY ED N ADOORCANCE WITH SECTION I626 OF THE ABOVE M ENTONED CODE AS PER r0E51MlIGH TESTING LABORMOM. NC IV= / 20U, A: PROTOCOLS TAt-20,, 11, IT SHALL BE THE RESPONSWUN OF THE CONTRACTOR To VEWY ME SMKWES$ Of THE STRUCTURE WHERE E NTTEA TAS-202 AND TAB-203. a TO BE ATTACK TO 6F$M PROPER NOIORADC D6S SWIM WALL ONLY 6E MTACHM 10 OONCR M 9-M OR WOOD FRAME BULBWOIL 2. iNa SYSTEM ivS BE&W OESgNED ro ■ INSTALLED ON THE OUTSIDE OF THE OPETB+O Af'C6BSNI6 THE HX'F3NA FROMA THE INSIDE W/O TEE UK OF A IAODER OR UHT. TNa AtPLft?ON a YAM WHETS fWALIATXNA a WIDOW TO ■ P�ORMED 12. THE 0WALI KTON CONTRACTOR a TO SEAVCNUIX ALL SKITTER COMPONENT ED= WWg1 R844H N CWMAj I6 FROM THE NWOE OF STRUCTURE. ACT WITH THE BUILDING To PRrKXT W00/RAIN NTRUWON. CAULK AND SEA, $HUITER TRAM ALL MOM FULL 3. SERIES 1000 NSTAIATON a APPLICABLE To SWU AND DOABLE HIANG STYLE WINDOWS WHEN INSTALLATION a REWIRED 70 BE LEXIM PERFORMED FROM THE DISDE or SMOUCTAEE. 11 STORY PAEL IWAWRION SHALL COMPLY WITH SPECS I DICAVED N THIS ORANNG PLLIS ANY BUWONO NO ZONING 1A WTONS PROVED Of THE JUFUSDLION WHERE PEW, a APPLIED TO. 4. SERIES ZOOM NN6iutATAN a APPUGMLE ro SIN<AE FAD DOUBLE HUNG AND iNORgpRAL SIJDERS 511'LE WINDOWS WHEN NSTALMATDN a MEOMED TO ■ PERFORMED FROM THE NWDE Of STRUCTURE. 14. ATRIUM WINDOW AND 0001M7, INC. E - Z WOO STORM PANEL SYSRMP• a PWW P6fBw. 5. ALL NAUMAN 00RU$lONS TO BE 6063-T6 ALLOY AND TETIPER. (UNLESS OTHERWISE NOTED) 15. (A) THIS PROMO EVAUAT" OOCUIETIT (Pi.D.) PREPARED BY TINS DO " a GENERIC AND DOES NOT PROVIDE Di'ORMA710N FOR A SITE SPECW)C • I.P. DIRER[ THE SITE COMMONS DEVMTE FROM THE PLEA. S. ALL ALAR6NM SHEET METAL USED M 12.17g1Mi$ SILLL WALE S10D-k,i AtIOY. W CONTRACTOR TO BE RESPONSIBLE FOR THE SD.ECDON. PURCHASE AND DATAlATION DiCLUDINQ LFT SAETY OF 7. ALL SM SHEET METAL PANELS SHALL NONE STRUCTURAL QUALITY STM ASTM A-653 GRACE 30 MA., OA.YA6ZE0 STEEL THIS PRODUCT BASED ON THIS P.E.D. PROMEO NVSiE DOES NOT DflMTE iMM THE CONDITIONS DETARED M DESIGNATION Wl" 3" kM (WHEN ROUND). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS . Q ALL SCRIMS TO BE STAR&= STEEL 304 OR 316 AID SUM OR CORN OSft REWMANT COATED CARBON STEEL AS PER DN (4) THIS PRODUCT EVA.WATON DOCUMENT WL]. BE CONEDERED N.ALD ■ YODnW 50016 W/ 50 fW YIELD $?REMOTE AND W W TENSILE STRdaBI A SWILL COMPLY W/ RO QA SURDA C CODE SECTOR 2411.3.14. (4) SITE SPECIM PROJECTS WALL BE PREPARED BY A flOADA KOISTE EO &WODIEET OR MdNECT WHICH VALL w. SOL73 TO BE ASIM A-307 CALVIAPIREO STEEL, OR Aal 304 SEISES STAPLESS STEEL. MATH 36 im MNMAI YELD STRENGTH. BECOME THE DARNER Of (E.aR.) fOR 71E PRD ECT ND WH10 WILL BE RE�OFMBLE FOR THE PROPER USE OF THE PLO. d�EfR of IIECdID ACVW AS A ORWgm &WINNER TO THE PLD. ENONOM, SILL 10. ANCHORS 70 WALL SHALL BE AS FOU Mr• SAW ro THIS LATTER THE SITE SIAECN DAMwIGS FOR REVEAL. (A) TD EY15Ff1E POURED Mbrjm- (P) S THE DATE A1A WO6iA. SEAL AND sIWMT4lIE OF THE PROFESSIONAL ENGINEER Or - I/4'0 TAPCON ANCHORS AS Iw116B7VCTIREO BY I.T.W. BLADE%. NC. (MIN. ra.3462 P-aL) RECORD THAT PREPARED - 1/4• W X 7/r 0MX-W ANCHORS, AS MAMIFACRIRED BY DMALT INC. (MAN. ro-3000 O.W.H.) ,S 9i(INY PANEL MARUFACRRER`S UI■1. SILL BE LOCATED ON A SEAMY MBHBI.E LOCATION M STOBI PANEL N - /I4-1 0 PAFIEtAMtTE itMAI.E ID A PANAA7E PLUS ANCHORS. AS MMNIPACRXWD 6V EI.CD CONSTRICTION PNIDt1L•IIS. ACCORDANCE LATH SECTION 17W.4.3 OF PLUNDA BUILDING CAE.. ONE LABEL. SHALL R RACED FOR EVERY CPO". (re�T350 P.aR.) L*0CUN0 TO COW+LY WITH SECTION 1706.9.2 OF THE FLORIDA OURA G COOS. At) NA MUM EMSEDME(T OF TAPOON ANCHORS INTO POURED CONCRETE SHAM. BE 1 3/4- AND 2- FOR PARamm FEMALE ID A FANEUMAVE PUNS, A2) MINIMUM DBEDMLNT OF 1/4'N X 7/r CALX-IN ANNCHM SHALL BE a 7fe' INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH WTDIAI. SHALL BE PEIMMIIM. ;/44. 6 Sr1MMMX BOLTS USED SHILL BE LORD EMOUGI(SHOK" ANY FRMWN LM7 70L MAST) ro ENGAGE 3/4- ANCHORS. A TJLl,_ A3J N CASE THAT INNCABT 51o1E. PRECAST CONCRETE PAADS, OR PANERS 0& FOUND, ON THE EIDSIAIG WALL OR ,♦� ^""'• FLOOR. ANC MEAL SMALL BE LONO ETNUMI ro RAM THE MAIN STRUCTURE REMIND SUCH PANELS. ANCHOAGE WILL .•"'•�CEN�(.'% BE AS MENTN ED IN Ai) AND IN A.2). (B) m EXeTAHO fdtNJiETE er. i o. 44167 - 1/4- A TAPCON ANCHORS AS MANRAACILRED BY I.T.W. BAR DEL. INC. FUN14DA WILDW CODE Vw NMMwaHI - 1/4' P X T/r CALA-w MOCK AS HWMACRRED BY DENIXT INC. 0*m 1500 P-83.) Qom. ANk '� 1In00. ML 2D BAK oxvm m STEEL STGWI PANEL F - I14-,0 PAELMATE FD AE D AND PANELWTE PLUS ANCHORS. AS M&NUFACTUI= BY ELCO L•ONSTRUCROK , : wIHI PRODUCTS (r1w ml P.4.1) .... w A aiRMILAN 4Ya y _ • . 1 i .. • t, Il4i+ :. 1 i IlI ,._ , '1 • I � -/ L-Ne,-cN bow. mMNw�wO a war 2M\:/ SOW: 1py.EE -CaW.l. a A2MHI N w A aiRMILAN 4Ya y _ • . 1 i .. • t, Il4i+ :. 1 i IlI ,._ , '1 • I � -/ L-Ne,-cN bow. mMNw�wO a war 2M\:/ SOW: 1py.EE -CaW.l. a A2MHI N N � � O U _ N O � O N Q. O VJ 0 0 O 0 An � � 0 � Q N t= N 'O OO LaA � w o Lj n O L� x G- N_ tI) !V = ♦4 !V = Q HY •� i O � C O 9 � � 0 V O w cio L- CL cu O I� 1 U O ■ B� V t/ LU Q Z z Q J a SHEET N0. SH 1.2 O I� 1 U O ■ B� V t/ LU Q Z z Q J a SHEET N0. SH 1.2 2- - - - -- - . I Lt I r °�'�Ai Amm'° D P• (acE� a°m°" ca1oN +ALA. -75.3 m• Olt in$ 2 9/Ir skim • T', r. X. ,71. 211kXW +660, -76.3 7C' OR LESS 2 7/4' SOUW • C k 4•W MFAWIED FROA19�0TTPA OF k WNGNT AT OYMAP ! 40% OF PANEL LENGTH SD. MWRY AAOOw w41A'4 FOR L a 3 tK '• A9Pummmut t4 Pe*IAmm or "m PANEL Loom 1• (1L) 1, TIPDOAw GlN-wN Pwawn "au 0 PAMMMWE PLUS m CGACRM m GCALTEtE m CWAILeL7[ to OwICLEI[ BLOW 6a0, -75.J 12• N/A 12' N/A 12• N/A 1r N/A 1' k 2' (TOP) 70' on LESS il' 3"P to. 3• 5' 4• S• 4' 1•) ,r r 12' 6' 6• r 6• 6• i ex7TraA N/A N/A N/A N/A N/A N/A 12 1/2• 1,• r (BOT?TRM) r N/A 6 I/2 N/A 4 1/2• M/A ♦ 1/2- NIA 7 (TOP) 12• N/A 12• N/A 9 1/2 N/A • 1/2' N/A 3' (BOTTOM) Ir N/A 12' N/A 12• N/A 12• N/A 4' (TOP) lr r 12' 9 1/2• tr it. 12' 1t- 4' (BOTTdQ y UNITED TO •L4 pAJ. A.S.D. DESIGN PRESSURE RATING. ABU MELT 26 FOR AMMM TYPE k SPACING FOR NwMMA1Gw PTO WOOD RMHE OWNS M RIANA ARCHON SIWCNOS AD MINIMUM UK 061YICE AN A I INS) ON INS SCHOOL FOR Ca US "LAM NDICA M ON SM"W" -1 11 X ANCHOR wWONG & WLTIPLNIS SPACING LOIN ON MNMM N "E IOLLOOM FXMIL MR no OPIUM" 10 IN PONKL NW2%OD SPACING Comm "YIN fww SNAIA NOT 6E LRS NNW OMew SPACING I16A'A1ED FOR C40 H ANCHOR TYPE A AN@IOIw a%611IF111" , 41 1/4Y 1 , 1•e I/4Y TAEwI POW awlF•R AUK ANaNI /Aar 9-4 3 a J 3,/0 wr6eMr CbArR4 9•i a°'� aPSAN V IIAI 3 3 J 1 3 a 4 IwRYL im tREtaR 3• 140 - 1,00 m 3 1 IAm + MEDURES M_ offmm 6ETwOM BOTTOM of PAILL 1 MD ® to BE 1/r lllm4 I I ++ MODIBM,S III OW ICE wwm BOTTOM OF PANEL NO ® TO SE, 3/16' H 3 it COMPONENTS FOR REGULAR LIFE SAFETY 8 E-Z HANG STORM PANEL SYSTEMS (SCARE 1/2-17 �•----,S.I2S• (TOTAL WIDTH)—er---f - .- 12.500` (EFFMIK wIOTH} - -- i --.lar I 1 4 v /.. Ci-__•__.�..._....a T/4'rrNFa-,.Z r .,-,r-'d .r2b' �.r-;---'.M°RL1l9'''�. .SOD• •` t"''Ir' r--1 1.350' �ibW ° ow tE ( 10` 4AAt• wt IEVwwED) ALLM 1 OW �°0 ` A A o.024 1A4 11wCK b 3.3yS 1.sit' 1 a EDGE o" awn Aegis tom. 1 ' 2.' j D°`' i l o1r L 2ea - c-6omkALlr. EO.',� j 2.1t3• r _j !�BETANL A 4a Qe4 (--1 eW--' (;w) p) sroRM PAfffL I -------------- 75 J ,.J66• txr-- KTAIL A -- �'--2DOr-� AW[Ls wwL 9E swTALALo ALWTa L-2.36Y--- N$9 Do At LEFT SM 10 ow OFF Nwa 2� WN' NEAR O3 '�" � O4 ANGLE WITH MW r` 1TP ) AAF15 DO UP °M"O' GALVANIZED spa .37e'-- • i w/ ABHI6en EDGE _ n•NMr ..ns asis a 2e4 r e.625' 1MM.AC-7"BNt. W I�l7 ��� ♦ V(OR 2.250'---"w. RYWI■NMAitDR,..,aH AEiMA#IAL� .T33'lu 170. -Mdx r� ROUNDED WOMEN 0 M O' PANEL'S ' .95E •['., r-ML.W1 j fHe LP W/ HEA°ED EDGE. L •62S'I .125' (N.TS)AUAffa T. ''. 2.5W' 3 D72• I M, (,Y°drP) tw' ® 3KEY 154 HOLE ALUM. ALLOY O KEY HOLE AT PANEL - •7s0 ; 11g4' .Eir C •SEE ,RUED 9 FOR 4 ITIONAL UDIIGT A91' •.'J •75r LWYATer f NIL1R IEKOTH !s 1 r• L s7e �fE� 2 E IRA 126 WO wn INswunaN Nr4 u•v , e./x f- ••..(ITy.) WOOD M7LWRYtAIUES. I Ii N•00� ` 6. III '-^,w +--�L 7DOG -�1 2.000• j 3.750- /•� 12r 2.OD4 A •a6r� t-11r / V�I.CAo"• cm)C f O7 M AHA HEADER Q it HEADER � �) -I" AM To S• Mm. 1w M Y_ --2.OW*-.' ® 1 i 1j* TRACK ® PAN�E/L!_HAMM .374' 1•'-'SLOW .J64 ...I - a6e7- . F p; T �C (i 1.F i. WtDEi Q�' (USE ONLY FOR E-Z HANG STORM PANEL a 1�656` 470' +ITS' 3. �10En�` ' 7 SYSTEM) 60S3-TIS auM. A.L6Y t.rrr z ! t 1s2S Lew .121 SEE SECRDAIS - M° . •2w z000'--• MIN. .mr ® 1H�}�11i�p/Ay-O��U�yET�NS5AM"Lr• J�4 sump -OUT MFM TRACK ®t ®(� 3 p yfiNaNLrr JLDOI/O..®i6W Hex. OIGNI IEDULE GET 3) OR SUB ) N ) 11 .1 i(4i a':F E.D.NOTE FOR COMBINATION OF SECTIONS: EDGE DISTANCE (SEE SCHEDULE ON TOP t BOTTOM MOUNTINGS CAN BE SHEETS 9 R 10) COMBINED N ANY WAY TO SUIT ANY INSTALLATION. 9 PAIS LEwOTH ( fFOR SEPARATION! OWN $TEEN 3 SPARMIR(D ..TO GLASS. (SET SCUEED 1 ON M 1/4Y-abl• ON SENT 30 i 1SHE - SPACER ION i _ qs ENGWNEwu a°1-! Soli CONCRETE ANCHIDR / +� I (SEE SCHEDULE ON SHEET S 9 THROUGH H 1000 Y--f O I2 ,/r LONG MAX ALUMINUM �J ° 6 1 4. O.L. WOUND FOR ALL DOWN AM PANEL RONCRiE BCOCt "-C * LENGTHS PER SHEET 3. 0.REQUIRED. *LENGTHS L i' MAX LOW KIMILM SPACERS w �� i2 ,/Y O.C. (SEE TABLE jt ON TIDE M a k 10.) SCALE 3/8-1 INSTALLATION DETAILS FOR SERIES 2000 do 1000 E-Z HANG STORM PANEL C1) INTO EXISTING WOOD STRUCTURES ,/4Y NAG D°16W6 a r at. W/ 1 , Mh iMWAOED PPJE7MTIG1 .f (30 Aw,. rN• low THY UW SCRIWS • 6. O.C. T To, .DOD 1wMQ1. HEADER T t/r VOTING WOW HE P[MOMtEN RAT on ok em TO ENOSIN6 w000 HEADER. 4 Cw 04.1• SAI.6. Qcw. NAw s.M3. f • CA DID G'® • EA Do OF ID LAC smas • 6. O.0 w/ t. _ _ _ , rF-2R,3 r T T/2• We THRCAOED PW4TTNDON (NEE D[LNL f/24 ! - H� ,As �i/ )/6'hs/s2• m b O WDGG HEADa. nlAt1IOI , L. 3/16^ Al-, POP eVET 4 CaA •1w1• sk or EVERY 4D wEA EMO Or$} MAIL t/24 k m 2 6 1r Mh ( �.P_ /4. 7m9 ' 1 4Y-11A3//r m GLASL 7//61I�r//33 5 OL4sLW/7/Cw3/3r i 1N" n OYERIAP NMU71L �w ---- ---ggg i 'r ti I 1 1 4Y- r k 1 )4//'Se'PANCUMIT FUMIL 0 PLUS $ 1 f N�I'm IA BELOW) � PENOTRA/ 7KNr 12 t/r O.C. I } 1/rs LAO • r O.0 w (2} 2'.A• Y i1 1 1 - PFFLCLRA�TpO RM FUt IMPNTML RtoUNED 14-10 MAID " PU14 W,! FA� 10�00 FDN.1eATOH • 12 • MODm ON ���� SCALE 1/4 i• � TERNAT[YE T '1M 1 , SCALE ,/4•.1' 11Qff.SAl I. 84TALLA104 ARE GAY III FOR BUILDINGS WITH A.S.D. DP91G! ua>$ $ U m +66.9. -76.3 PR AND PANEL'S LLNDN UP m 3'-10 . 2. F'ON NEW WOOD FPAUE COMSTRUCTeLL WOOD MEMBERS m BE SOUTHERN S PIE NIP. 2. W/ SPECIFIC DENSITY OF 0.65 OR TDUML a SSE AO 11E0AARF]11Nls PoIL t1� aF $[OP w ® AT EDP A4 = T MEIN As IVVEL L"OIeEC7,ON m 1RAC16 ® 011® AT WDLIOM. 6Aa0 ON WOW" TA ioo7 ap 2a6o tAOTAUAanN TYPE off OIFET 27 ADDLwND ALTE�tA TOP HEADIE WOW F6FAi Amp r soma AOURNGS CM BE COMBINED IN AN My 10 SW ANY M➢ OALA N. SLYWS: IH" . I- "m : AiU"ER TAN:A6 NIT SHOWN MR CLAW/Y E PAM MA IMIaWt/aAa/6A A,LTDa OB BOTTOM WRT}1. nun _ M jw(li IS MAXIMUM PANEL LENGTH AIL+' OR 'L-" (ft.) 0 MMtt9AUM ASD. PRESSURE µMING; (P•I•R•) (+ CONCRETE ! WOOD INSTALLATIONS t $40 Fr-o• 1 tr-o• 21.0 .MO II• -a• to'-r• .1" 70=fa' ,r-W 4" ,O=I' 11-4• 4" r'-r r-r• aao r-r r-4• 35.4 a•-7• a•-0' Smo S"a•-o• r-4• IRo r-r r-0 sao ra• r-,o• Sao r-a'• r-r ASA r-S• r-r no Sao Tam* 1010 it" - r-r s=r Tres r-a' ;vCENn4 No. d{I'6) SIAT9j� IF, At. M•..) '4Y TAG lPEWB w r O.0 W/ AK Mn. T RIMED POILTAI EXnAic wm WAOM xt ,/aY- 4- 4 0mA 9• 0L ,v NfllG o ry- tlr ID tMTt ww I/"J4 ! LOU/p A7L �, 9 EVERT NMOAIP TLi3i Am pyptAp I A � # r# r aexe i 1 $ I Il4Y- a- MLWr1G L WWI/ram 3/4 1 Y- 4' s Wl I � 1' HgTE TA IF•. 4•TE ,A tELGW) wT/ LM a t 4'•-10r3/4' ,LIT• W/ 37 Y TA • eMA IBr ff L2 aG G GGEWS • r QC. W/ THY Ma SCIE1Fs • r aC. Wf Ir IM1. THAEAOED PDC MT*m Mn (.2 Yis 1 I%,H PGEIRAWON - MN. 2•or x4' WOOD N dt ON f PRATE IE°AIED nAT lKALIALMNIQ ALTERNAME 4rrw SCALE 1/4'-1' FLORIDA BUILDING CODE h Velocity HUIY1CDtN Zone aw• 1AtEDq, NC 20 GAGE GALVANIZED STEEL STORM PARK r,. DIANK W. IAA�w�rrM p,/yI� E C O I►9a.GLOBAL PROTECTION PRDou m u c• TAG 44M aWt 61 1RIW0 !1•'R. N. asau N20-176 OTE (IMHjM-]1M•, "NH. N•64)IN-MIA INw i aw01m-aM .Ia . WW A1-vm OAAMxO MH WLTEW kMa„N t MeT a aF Y 1 /4. 3/4, 4/5, S/S d G/S MIX ONLY FOR REOULM STORM 2/4 iW/6. 2W/6. 3W/7 R 4Wf7 E_ CONC TE RLOCK A WOOD r MAX -AICmR (� meoutL ON r NNK r,• Mw MS DEES. to k11) ---- -�-T• �,,••1 OLE EA=.Cl) BESWWaES At EACH now MOINTEn At EACH � D.M..0.�3 , 4 j r 1-r r�-�-r-r T-�-r -rr r r-t--r-r�-T-r--X-7 f MAXIMUM PANEL LENGTH -L+' OR -L-- (ft.) 0 MkMko ASA OEM PRE83L Raw CONCRETE k WOoo N6tALLAT04 'I' 2" t4'-4' ,3•-o' Lto Ir-ir Fr=r 320 „•-a' ro•-r So For-W 9'-r Sao 9'-s' 9'-2• 49.0 I=1• a•-r Sao r-r a•-2• no ra• r-a• ROD Hso 1-1. .1-1*A" 7'-6' a•-rT• rso rl• r-a• 810 r-0• e'er• 40.0 7-r e`a• Sao a'-D• t'-1' Sao r-T S•-Ir 1000 r-3' S'-r rOSA r-1. 3'-4' nao - a• -I• ft" - 41-101 rrka 4'-d' Xmu"mM 0.) MWA1 SEPARATION 10 am SCEDLU ww SPEED 4 170 rt1;.N WIND SPEED > 170 _PA UNESWAHM RtS1eAeED UNOITIMIIED RESTRAINED 30 OR LOB I. 1• r 6 I/4- >33 TO SO 1' 1• 7 1/3' 7 1/r >90 TO 146 1' /• 7 1/r 7 1/r >M6A 1 1• 1' - 7 i/2- ,cn _ � N.,rli;i(i1T•?7triNsh!'(+iT, )Ri.IT�d A Ih)R(4:� to] t¢ U& -ACTT 2-x4• WOW PLATE RWU On SEPARATION TO CLASS. (SEE smarm" MOUNTM SCALE 3/5.1- ON DETAILS FOR REGULA INTO WOOD STRUCTIJAIM Do ANCHORS E SCHEDULE ON J WOW (SEE 3 SHOO IIAXX. i• PANG. LENGTH (SEE scimu ON BEET 3) /4Y-aat' ILL. 90L/s_. MyQA - al aOEIP `'liae iWI nAn ` HewN eHIN T•r) or 'Ll __@ WAX • 12 1/2' O.C. RED w/ STUD OEDUUE ON tt) 11 UK MINROMIL To QA/ simo m IINC�16 TK�FOH�IM m X LOWUm NEVI (1) mWOW ms%Mw. IYILR CIO ArAL SOW FOR WARN ■ (n MW0 AN 0UDF0 I000 NUDE A (4) MOM i to A ARM w° t 116E-Os ED D.M., 30. @or UNBOUND PA1Nt1.5 BOUFD PANELS W/ t 4e-�& (SEE scenam A6 (SEE SECTORS AS - -_ _ --- L1 1 11 _ - - - :- __ 1.1 1 1 1-11 a1_._. ^ MAX I MIN.- l 2/4 1/4, 3/4. 4/5, S S k 6/5 2W/6. 3W f7 3 4W/7 "'^""^• (SEE SCHEDULE 014 SHEERS 9, t0 At 1)- ---I REGULAR STORM PANEL n ELEVATION 2Mr N.T.S. 1/4- cm GP BaNH OLENAP 11 wOE VILEh 'ir • WAIL GAP Sr' E010N A -AA -A :-� 1 N.T.S. mom (1) L+: WMLNNI ALOWMU NWNEL LENGTH FOR A EVEN/ KRONE ASA OWN UMIL Lro TAX AVLOWAS E PANEL WIDTH OM ONEGAME Asa OWN LOAD (2) PROCFDUIE. To "ft" WX" YIEEL LEN9Tk 0r1EN A POwIM A.S.O. DESIGN MIND. MONK 11AMYM PXNlD. LENGTH t+• FIRM9GEOULE. OMEN A NEGATIVE ASS. Of" LDAD, 0ETt1AIIE ]MAXIMUM PWE UX M'L-• FROM SCHEDULE FINAL mium" AU.mm PANEL LAMTH B Ew^ 70 THE LUY6W oEmum PANEL LENGTH BETWEEN 'L+' MD'L •. (3) SEE scia .E 6ELOW FOR MN. PANEL Loom FOR POROSITY offlLfGTom. WISBWLA'110NS HID WOW ARE LIMITED TO i 05 to .l. MAX &$A Kim NEMAML LUTING ' 4418E ° wLaoe IE. 24 GAGE GALVANIZED STEEL STORM PANEL * eWAMI rr PROTECTION PROOl1CTSH iLC polio ?' TE 11L1ECOE9Fa.MOM 's�AS X ORIONORIOpw• HD.A. �rm •.# Mpw�tm_o0 NiYI-7W lEMWe�...• �f7 WAiDI AFLOW itiT t Pd aRT 3 0/ M n A ON 1' Mae. NEL LENGTH 1- MAx. LONG ALUMINUM SPACERS 0 12 I/r { 1 r t I O.C. (5# T� it ON tWENT 114 tILtii I SEE Ndi BELOW FOR ►NNTATUONS FOR T H f f t t/2" LONO SLEEVES. y' if i __PAM MAX FEWL€ 0 OR haft COTE PLUS (SF>: SCHEDULE ON SHEET 11) 2'H4' wooD fl PATE KM'trD MKCT MOUNT W/ SPACER �1a SCALE 3/8-i. 0 12 1/2' O.C. SEE TABL/XE ON SHEET it FOR MAX. PANEL LENGTHS k Mux. D DESIGN LOADS FOR THIS INSTALLATION. WOOD MMIgRS _ STAGGERED w/ sw (SEE SCHEDULE ON I �I 1 lqq � SHEET 11) I 4 •K4' WOOD � L _._r; A TE lEOUMREO SCALE 3/41.1' IPA= M ww IN: I AK LO0 P. (1) ewpINAM 4 1 1 m A OK 11010111W MHRICIwA IIOU R -r 6lWCN91wR I AGORD OM wIM it). {41 6n am THAI Coup"" •NHL iK M ►VAUM A FIRM 0 C l 9 6t �} �. nHOM I! IK O.Q, worn Aiiaem a GW MAIL 26 wa AAM umm a Rem 10 w A AM GROW am ll� Ol 1 f/r ROM• 9RMDOt L ml r/ M 9AINL K m e"GA0 0M IRRT L 11INAWWLAWEN q 1 t/r NOD •MGwi M W6 OLLT 11110 F9e We Rd0 1, 1 Am a M I00IRm of ARM t-I M RMYtIe A0 M 2060 (7M 11011111" or M P.DFAA waOMNr OOL a,ii• !t 1d! ■mm 111..1 LQ 90T9]Y a-3 YHx1i Mi6�eb (L) �j(♦1M0 W000 1Y61_ _mer_rr+ BIYYifY- 6 �.0.� IYN.k I. STORM PANEL SHOWN ON THIS PRODUCT EVMLW M OOC MIENT (P.E.O.) HAS BEEN VEIUHEO FOR COMP MNCi IN DANCE _ //4. TN'CDII ANCIORS, AS MANUFACTURED BY I.T.W. SUIUDD. HNC WIN THE 2020 (7tI EDITION) OF THE FLORIDA BIADNA? COOS. THIS STORM PAE1 SHW NOT BE INSTALLED AT WON - /14-10 PANELMITE FEMALE 0 AND PANELWTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZOINES MBM-DAM / WONMD COUNNES). - 1/4'F LAG SCREWS PER N.D.S. E7i DESIGN WIND LONGS SHALL BE DWE0D D /S PER SECTION 16OF THE ABOVE MENTIONED COOS. FOR A BASIC WIND - 7IWO x 5/60 WOOD WSI". AS DISTRI RM BY ALL PONE SCREW. BOLT k SPECIALTY CO. SPEED AS REQUIRED BY THE ANtGWT1MN WHERE STOW PANEL WILL BE INSTALLED,NO FOR A OECTIOIMIT,T FACTOR KDa0.6S, USING ASCE 7-16 MID SHILL NO ONCEED THE MAXIMUM (NSA.) DESIGN PRESSURE RATNGS INDICATED ON SHEETS CA) IRANIAN THREADED PPIETR1TION WTO WOOD OF TAPCOM ANCHORS SHALL eE 1 1/2• NA 2• FOR ELCO PANEUNTE PLUS S. 9 THRU 12 k 17, 1S AND ►AN61/4E FEMALE 0. IN OROER TO VOW THE ADM CONDTIDPL ULtNATE DESIGN WIND LOADS OE TRINNE0 PER MCC 1-16 SMALL BE FIRST REDUCED TO A.S.O. W0 DESIGN PRESSURE N BY MULTGLVNG THEM BY 0.6 NJ ORDER ORDER TO COMPARE TW/ MAX (AS.O.) C.2) MINIMUM THREADED PENETRATION OF LAC SCREW, wm THE WDOO FRME UNIT SHALL BE I ,/r. NO THREADED DESIGN PRERESSURA NCS INDICATED ON SHEETS 3. 9 THIN 12 It 17. 1S. PENETRATION INTO STUCCO 944L BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. N ORDER 10 YFNaF'Y THAT ANCHORS ON 71R P.E.O. AS TESTED WERE NOT DYER SfIIESSED, A 33% NCREASE N NLQIM&E STRESS FOR WIND LOADS WAS 110E USED w TEN ANALYSIS. FASTENERS SPACING TO WOOD COLS BEER DETERMINED N C.J) HetMNSA EDGE DISTANCE OF NAG SCREIVM, RTC! 1Aoo0 SHALL BE AS N1RC,ATED w 7AM5 ORAWOID ACCORDANCE WHIN N.D.S. 2011L SHAM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED N AOCORDINCE WITH SECTION 1609.12 OF CA) MINIMUM PENOVIAVION OF WOOD MAP" STALL SE 3/8'. 1/4• e-20 SCAEw5 USED BALL BE 1 1/2' LONG MNRAW THE ABOVE MENTIONED CODE AS PER AAEADW ?EST LAB OF SOUTH FLORIDA REPORTS /OS14D1-OI AM 1019.02-09, AS SHOULD STUCCO COST. AND I' MINIMUM FOR WALES WITH NO STUCCO. PER SSm 12-99 At ASTM E 330-02 STANWRDS, AND AMEYCAI TF311116 LAB SOUTH FLORIDA REPORT r1123.41-t0 AS PER YAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCUtATeNS PERFORMED IN ACCORDANCE W/ SECTION 1604 Of THE CIS) N CASE THAT PRECAST SIDE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOXING ON THE EXISTING WALL. ANC11016 SHALL BE LONG ENOUGH TO REALM THE AWN STRUCTURE BEHIND SUCH PA O-& FLORIDA BUILDING COOL ANCHORAGE SMALL BE AS MENTIONED N CA). C.2) k C.4) 2. ALL ALUMINUM tx,ARs+GNM TO K fID63-T6 ALLOY AND 7EAWER. (UNLESS OTHERWISE AIDED)• SEE SHEET 2 (0) ANC1•Ns VIALIL BE INSTALLED FOLLOWING AL OF THE RECOMMENDATIONS, AND SPECFTCAIIM OF THE ANCHOR'S MANUFACTRER, 3. ALL ALUMUM SHEET METAL USED AT CLOSURES SNAIL HAVE 3105-1414 ALM. S. PANELS MAY ALSO SE INSTAU0 HWNQOWALY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SNEERS 4 4. ALL STEEL SHEET 60AL PANELS SHALL NAVE STRUCTURAL QUALITY STEEL. AM A-553 GRADE BD MINIMAL G-60 GALVANIZED THROUGH S) EXCEPT THAT HEADERS® A0 SMALL NOT BE USED. STEEL oESMGNATeN W/FY• 92.2 Lai (AFTER R04LtSI). 9. D 94AU BE THE RCP"WAVh' OF THE CONTRACTOR TO VERIFY THE SOLD OF THE STRUCTURE WHEY SHUTTER IS TO BE S. ALL SCREWS TO BE $TART M STEEL 304 OR 316 A19 ORES OR CORROSION RESISTANT COATED CARBON SIM AS. PER DIN ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER 5144L ONLY BE ATTACHED TO CONCRETE, BLOCK ON WOOD FRAE BUILDINGS.2411.3.3A 50018 W/ 50 kW YIELD STRENGTH AND 90 Hu TENSILESTRENGTH. NO SHALL COMPLY FLORIDA FLOBUILDING CODE SECTION 10. EACH REGULAR STORM P/•EL WITH LENGTHS OVER 90-, AS PER SECTIONS 1. 2, 4. 5, 5 AND ALTERATIVES IN. 3W ! 4W ON SHEETS 4. S. 6 k 7 MfECTNELY; SAtAI.I NMiE A LEGIBLE AND READILY VISIYL MMARtNIG MNSTgtX,TNG OWNER OR TEND( M 6. BOUTS m BE ASTM A-]07 GALVANIZED STEEL, OR AIM 304 9EAE5 STAfAl,ESM STRL. WITH 36 lal /INMAIUM VELD STRENGTH. SECURE PANELS WITH APPLNAYE RERraRCEMEHrr 0~ POISON OF HURRICANE E WARNAt10. 7. ANCHORS TO WALL SKILL BE AS FOLLOWS: III THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SINTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WTN THE BUILDING TO PREVENT WND/RAN INTRUSION. (A) TO Px-m"i; POLMsD. [ONrJETF: - 1/rP TAPCON ANCHORS AS MWANXTURED BY I.T.W. BUIDOL NC. (Min. rc-3192 P.AJ.) 12. STORM PANEL NSTALUITION SOUL COMPLY WITH SPECS INDICATED N THIS ORAW 40 PLUS ANY BUILDING AND ZONING REGULATIONS - 1/4• . x 7/a' CALK-OI ANC M AS MANAACIURED BY DEWALT INC. PMOAOED BY THEJURISDICTION WHERE PERMIT S APPLIED TO. - 1/.•• . 3/4• SOLO -SET ANCHORS, AS OSfREU1E0 BY ALL POINT STREW. BOLT k SPECIALTY CO. (MIn. Fe�3000 p.AiJ 13. (A) THIS PRODUICT EWLLAMTDL DOCUTAOT (PLED.) P'l1EPM® 9F T195 ENQMEER 4 GENERIC AND DOES NOT PROVIDE NFORMATON - I14-10 PANELWTE FEMALE 0 k PAMEI,WTE PLUS ACH01M AS WWM'AGTUREO BY ELCO OONSMMIOH PRODUCTS. FOR A STf SP .A PROJECT: L•. WI¢IE TE STE CONDIIIGB DEVMTE FROM THE P.E.D. - 1/4'0 IAMAC NOUN ANCHORS. M MANUFACTURED M OEINALT, NG (b) CONTRACTOR TO BE RESPONSIBLE FM THE SELECTION, PURCHASE NO INSTALLATION INCLUDING WE SAFETY OF THIS PRODUCT At) IawtlIUY EMBEDMENT OF TAPCON ANCHORS MID PARED CONCRETE 5N1W. BE 1 J/4'; 2' FOR ELLO fANELWTE AND BASED ON THIS PEA. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOLUAENF. CONSTRUCTION SAFETY AT SITE 14 THE CONTRACTORS RESPONSIBILITY. 13/4• FOR ZAMAC WAN ANCHOORS. (°) THIS PRODUCT fVALUATIDN DOCUMENT ANAL CONSIDERED INVALID W NOORiED. AZ) CALK -IN k SD10-SEE ANCIWRS SNAIL BE EMBEDDED 7/6• 010 THE POURED CONCRETE. NO EMBEDMENT I TO STUCCO SHALL SE PEANNIM. 1/4- 0-20 SCIEWS USED SHAM BE 11/r LONG MINIMUM SHOULD STUCCO OUST, (4) SITE SPE(DFXC PROE.LTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER 09 ARCHITECT WHICH WALL BECOME THE AND 1' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY R HEADED SCREWS OR ALL THREADED SCREWS. W/O HEAD. ENGINEER OF RECORD (E.O.R.) FOR ?Ni PROJECT AN0 WHO WILL BE RESPONSIBLE :OR THE IN!'t wrtH wNe NR,TS PROPER USE QT THE P.E:D. �R OF TENDED, IGTY4G M A OdE4ATE0 EALdtEEA TO THE P.E.D. L 0MEM SHALL SUBMIT TO THIS LATTER THE SITE SPECNHC DRAW►gS FOR REVIEW, A.3) N CASE THAT PRECAST STOW, PRECAST CONCRETE PANELS, PAYERS, STUCCO OR WOW BINARIES BE FOUND UN THE ExI3TiNG WALL OR F1.ODIL ANCHORS SHIM. BE LOAN OIDIIGI TO REACH THE MART STRUCTURE BEHIND SUCH PANELS. (•) THIS P.LD. SHALL BEAR THE DATE A0 ORIGINAL NAL SEAL ASIGNATURE W THE PROFESSIONAL ANCHORAGE SHALL DU AS MENTIONED IN AI) AND INA2). ENGINEER OF RECORD THAT PREPARED T. (B) TO OlBTNC COtICREEE BLDIDC INAI.L ASDM C-90: 14, SHUTTER MANUFACTLREXS LABEL SOUL BE LOCATED ON A READILY VISIBLE LOCATION AT STORK - 1/4• • TAPCON ANCHORS As MANUFACTURED BY L T. W. SUMM, INC. PANEL 54JM N ACCORDANCE WITH SECTION 1709.9.2 Or FLORIDA BALDING CODE. ONE LABEL 'WALL BE PLACED FOR EVERY 4PIDIM. LABELING TO COMPLY WITH SECM IN 1709.9.3 OF THE - 1/4' .. 7/r cALx-N ANCHORS, AS AIfeUFACTUED Of DENALI. INC. EROTICA BUILDING CODE. - 1/4Y X 3/4• SOLID -SET ANCHORS. AS OSTFOBM BY ALL POT SCREW. BOLT k SPECIALTY CO. - /14-10 PANELMATE FOAILE 0 AND PANELMAX PUS AMC"O1S, AS MANUFACTURED 9Y OLCO CaH3TpUCTeN I - 1/4• • ZAWC HAKIM ANCHORS. AS MANUFACTURED BY OEWALT. NC. &I) MINIMUM EMBEDMENT OF WCON ANCHORS. MOD PANOMATES AND ZAMAG FAWN, ANCHOR. INTO nE •uCEN• r4r� FLORIDA BUILDING [ Ne" wI HYRIOOne Zone) BLOCK UNIT SHILL WE 1 1/4•. &2) CALK-N k SOLO -SET ANCHORS SHALL BE ELBEDOED 7/r INTO THE CONCRETE BLOCK UNIT. NO IJ644 7 •'M0 0.180° 24 GAGE GALVANIZED STEEL STORY PANEL. •, a m W. S"eC0 SHALL BE PERMIM 1/4• 0-20 SCREWS USED SHALL BE 1 1/2- LONG MNMNIM SHOULD vasT. 'k AND I• NNMRO FOR WALLS WITH ND mLCCO. - - III. EC O LMa.CLOW � P , U.C. MPF� AS•,TATE " ���t' 4WPI aI. 4t W. 8.3) N CASE THAT PRECAST SIQ$• OR PRM 4'T CONCRETE PANELS. STUCCO OR WOOD BOARDS BE C OAI OWING WALL ANCHORS SMALL BE LOLL ENDUGIN TO REACH THE MAN STRUCTURE BEHIND SUCH ••. \• 7 � �� 4s AAa AL 6r RAH. xlr.4•F•,6 K 1r NIP., ISM AMr NwW FH-aA NnN� 0. aAA14 NOW "4)ID-TIWL FAA OU)IIN-9A7 20-175 1S / ANCHORAGE SHALL BE AS HENTIOIED N ILI) AND N B.2) S/ORAL . w * °AMNF W. In PS' �W IIIA'"""'"/ MLTO A J,. PL n'w I1WEt 1 O M CONCRETE (SEE WHE SEEMS 9 ALTERN ANCHO (SEE SCHEDULE ON SHEETS 9 TgeIIOH 10) - BUILD SC1lE 3/M1 k1101.0-11WIll III N *1 I M. f� ; �] ILE MT - t --. ___ } PANEL R uwm km r-" SEE sonuut TI+ i ON i HEAIE 2 I i 1' iMei. y _ (t- I -7LENGTH ON SHEET 3) E.D. i EDGE DISTANCE ATE FOR CDMWIIJAum DF SECTIONS: (SEE SCHEDULE ON TOP k BOTTOM MOORINGS CAN BE SHEENS 9 k 10) COMBINED N ANY WAY TO SUIT ANY INSTALLATION. w S i� NOTE FOR COMEWATIOIN OF SECTLDtiS: ). 9i,ATAWliON ARE ONLY YALID FOR MAX. ASD. TOP k BOTTOM MOUHTNGS CAN BE DES" PRESSURE RATING (e.tf) AND PANEL LENGTHS COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SH 3 NSTALLATION. 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC M$M OF OM OR EQUAL. MN i I it• YeA 1 PANEL LENGTH WSCHEDULE ON $HIM 3) CONCRETE Amcmank (SEE SO ON SHEERS 9 7HR 04 to) W/(,ONLY WHEN SOLID T t uut-N AM USED. �k w/ MIEN ?.1(•� (;,I'll•• LTOOAtE WOW Is --, ,• Mn.- 6EE 9GNFDULE SIN i 1 _. �L Et ,;C i , 4YWUU�DX m IKmvw a tEYT t i) \1 •,n �(w I/r-tlbr W3. MA W Am REQUIRED 1 t 4'�7OY SIP eeLA • WOW ANCk101R5 ss SIDE, 11Sp1�WIF ON MNn. W, $D%m 1mN m Ulm I W. SCHEDULE ON SHEET 3)..- - I THY-sbn• . - .70AOLeMRW PAN - wow"'ir� OWN ON ^W W cn j � U L O � O 3 O a) C Q ca -0 o- U CD cl) 6-0 cu O co R VI a O W _o LL -0 co E ��� m .� ••Ia cn cl C CV C L�LJ iv c o 400 9 m !V -= LA- �- ,= Cl_ CII 0 A_ U -0 fV L y, Lo � � Y a� e caw c LN 3 3 m d N y c3 aA C= c E No 0 d L3 A- 0 1� cn.�, cu O CL (D c O U ■ E� /aD V cu LIJ = Q z Z Q J a SHEET NO. SH 1,3� END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. CONCRETE BLOCK OR WOOD STRUCTURES; VALID FOR REGULAR, LIFE SA & E—Z HANG STORM PANEL (i) SYSTEMS A ! P�ptA� IIIRM ! •� Q OR r--OO O. E F�OOK tor , r . air 3fac 14-14�1 1� "`.,'A "��° 6M5-16 a1 caw. aw r lal'! 4 d: I i{•a�C• , aJ. 2 1 2 a ,WN 1 I` 1911. , POUNM t/+w0101t ! IY4.0.L`�• i 2 1/Y y �OWNER 11U)CII ' lA1 rw _.-* 1j1j FM 9Rt00 PMK �® Haf NWR R00161ED i t/4• tMA our IwrH 1 ,AP 71i. r 4• _� ; -•, t. S '1!l r. r aes m ,sa IAOA7NN +r ac s r Mac K< L ALUK AMU ON IDS! aN.. ( a99' 310- 4154 I PONIED cmim TES OONC"... . Y x r x .ice: 1• . _ Li YM' ADD FNY� -I 2 lIr IOU am. ANQUE AUK ---- ---•.-------- N.. DAa a I/4' . ■ Y ..07Y to 'r tuT a & AA:i MMau Nlor 9/0~ CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCNE t/4'-i' SME 1/4•-i• SCALE 1/4•-1• SCKE 1/4•-1• ^--I wpel ��6.OD PAPSA K _ OURM1 ^a7��a �� _TOP. WW w a (AMtW0 AND t •© 1.SX 1 11E IROOx ,eRWs•� 1 /�i1 Aft an rW II0" KAPPUWW Ii i N ►- (LILT, i7 OVIIILAP 010010 1 r.4• wacO .FRNIt r ra. lJ KY oft 2W WOW FRUME i ! mum —� '© OR(J)1 llw "e{A7 n ►aua* m auxL r M. i iw1 (K1Flt cur E4D f41 RIP) S ! �ASE G (PLAN) SCAEoR cN4D FOR DOW MOW 6aTALtAOH ONLY %CE6•. CUMFV PANEL 11StN1ATIW1 a WALLS w/ ND. 44167 StRw'AM LLVEL UARIAMOIM Willett 3/4' FLOMDA BUILDING CODE Non NIO Yeloa NNrt(eano Zom CASE E ,PLAN) CASE F (PLAN) am "AM Pact 24 ON6AWAIRED STI37 SRN61 PANEL F.P. omm W. SCALE �•1'•'• +�DRIDI':' SCNE 1/4•-1' 1/4--+• .. w e7JnJ3rP RO PTECTION �/ WI L�i i L I E C Ow.. r nw W . me, N Ill, I.,/, w.w•n.t3W 20-175 T.O�iN W-MN PICi@ CM4)99M7s0► PIIR (6aQisi'6707 �•r- PS. I WIM.Al ft, 4W. Pt ow Ora 441, MAXIMUM A.S.B. DESIGN PRESSURE B T1NG (p-s.f,) AND CORRESPONDLNG MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR UM PANEL INSTMIMNS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL tUIMSTALLAT)ONS AS PER ALTERNATNES 1W THRU 4W. ON SHEETS 5 61 7) MAX D. PATW (P ••f•) eMXNNAA ANDI M WAM FOR EA. - AS SW DWN ON SIIMIS 6 A 7 APPLIC MLE m A ANY OF THIN IMUUMUM mft LPEMI m ,L. 00 TAPOW LAD Scm PAN11miE ►Dw O PNWELMAn PLLR w000 6 emm it Ir Ir it Ir low it 1r 1r it Ir 1a 5i w) 6 i/r 6 1/2• 6 1/Y 6 11r 6 t/Y (TOM - - 0 t/4• 12 I/Y a t/r wn.•) W-W ft r r e r tAt� 1E96 r w r 6• - tllottW) lr tr tr tr Ir (Tan 4 -IS OR LESS Ir it 13' Ir 13• ,r ,r 13' 11, a Ijy of Ir ,r 13' 13, r IN OPDNM • i/Y 6 l/2• 6 l/Y 6 l/2• 6 ,/r (OP) 6 1/4- 12 1/2• 1 6 1/0 plam.) >rTR 4' 0 I/2' 6 1/2- ( W-4` 4 ,/r 4 1/2' r 7' IN i9011010 10 I/r 1 9 ,/r I 12• ,Y 4• Ir I Ir 1 13' 13* e , --- mrmm • SEE TABLE %i FOR WOE. "0. DEM LOADS 69 MAX. PANEL. LENGTHS wHw SPom 0 is USED, CORREWONOW ONLY TO ALTERNATE 21V ON SHEET 6 1/4Y TAM MKWR • 1/4.0 P Alic" MAIL A". OE5M PRl T1PG 4 j0 MMIRNM AIICHOM SPACM FM EA. - AS SWW ON SlI EIS a etc 7 1tPPLI Ac TO ! Ar1Y OF I/N01 yAIW" Pm*L tO,C'•'R1 00 TAPWN LAC SCREW FAELWE FEMALE ID PNMLMATE PLUM ,pW HU91WI0 13• Ir it tr ,r W mn is- 13" it it Iw oximme 6 //Y 6 ,/Y 0 l/2• 6 1/r 6 1/2 porm - - 61/4- 121/r 61/4- 001T.1) r-0' r 71/Y a• r _ POP) LEIS 7 t/2• r r r - comb) it ,r Ir tr trim, (Tall) �-45 +7A -76 Ir Ir Ir 1r IrDow 1r IY 13• lr rr tr 1r lr Ir 6 Ile 5at+D14 a 1/2" 6 1/2' 6 IJY 6 t/2' s I*WY*4 6 1/4' 12 1/2- 6 1 3 TO71/2' 7•-r51/2• 7 1/2' e• r Irtr Ir 13' S 1IrIr tr 1r t • SEE TABLE /1 FOR MAIL A.S.D. DESIGN LOADS A MAX. PANEL. L.ETM6M5 WHEN WPM @ 15 USED, CORRESPONDING OW.Y TO ALTERNAE 2RT ON %W 5 7la.E & A AWL DESIGN LOAD M PANEL LENm 40 PSF OR LESS W-6' > 40 PSF TO 50 PSF W-2- > 50 PSF M 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ONLY VALID FOR 00 1.AT*NS W/ PANEL MATEWWX 0 OR PANEL MATE PLUS ANCHORS A W/'C7 "...4:�...1/2' O.C. L 6 ;1[0111:0 bKoiSM0174i WOMERS]L. a3k 61.E -1 I l ..41 _.. i..l. __.. , •l• IACA PAP111 UD47H d�1 SNEET i3) kAl 0e OR Mile 14 It 14 PW AWMW WK a WA M0 MR i1TIN,ogla elt0 TN00 AWK euf8 I 4a1W NIQNO iPA0iF06 AND A TIM 9O OIL F.a U IS 1 ON L MR NO 0ID ON go 00 OUL IR A I A "mi a TC1 a s a am MONO r of THE W9AleaYala ■,DIM oN CIOW PPlOwiN FACIORL FOR MI6 PONOt O K Wool 10 K USING LM IlA s om 06M.We I mli Wool Po POLL NOT K ISM 1� 9FeLn9 aAM1o.Tfa v0A fN31 AwCN011 ON 1Pc ow wa 90MIA[. t/• • , r. alaNR "PC wm m1Nelr Nam eMKr 04 � 3 *lyety h.lrall 0.) L 3 3 M11R W ON.III Iwo AOR = mm W team 3 k lat - ' , Ti LMFE SAFEff PANEL ,/4'. PNi1NATE WALIE ANCINR (eE/0110) WAIT LIO)t TNIDiS MAXIMUM A.S.D. DESIGN PRESSURE liti TING (p.m.(.) AND CORRESPONDING MAXIMUM ANCHOR SPACING WMDU E FOR REGULAR STaRL± PANCL M INSTAL L ATKINS INTO CONCRETIE & CONCRIM B� [1PK STRW RM (VAM ONLY FOR PANEL (1) MSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 A 5) MW A3.0. OEM P WOOD 1N1IfIM AI CH01R WADING FOR MIN LD. PER 1/pWU SEIAw WKtwit To INICTIM IAANIRM Lf1tmm OL) PIAX A.SA. P DesotoPNEL MAMMUM ANCHM WACW FCR M4 E& PER SCHWU mum AMi10,4E MAflNlll pelft 1.016M 7APOON $OUP-1cP 0Alm zem-W011F CALK- m , ,. wooloo soLD-R'F FEMME to � 2A6MC-INa!•M eMK-N k ,,'.. IN m m Wadw age=6 W Tla 10 MCI[ Mir m m W W Sk m a, t1em -43 OR Left IT 1r or or ,r it Ir Ir /r Ir ,r Ir , 5•�- OR LOS +45. -4S +6ai0-46 1r tr Tr 1r it ,r Ir Ir Ir Ir Ir tI + r OR Lfse tr 13• Ir Ir it Ir ,r it 1r tr tr it 1 ammo or Ir lr Ir or Ir it it Ir Ir Ir t 1/2 t (00FIOMj tr 13• tr 13• 13• IY tr r3• 13' tr Ir 1r 2 (t,>M tY 13' tr }r tY ,r /r 2r 4r tr Ir Ir Ir Ir Ir Ir Ir it tr tr Ir Ir Ir 2 cwnw) Ir ,r ,r tr tr 1r Ir ,r tr Ir 13• t / 2 (at1aM) tr Ir Ir Ir tr Ir Ir 13" ,r 13' 7Y tr (TOP) 1J' 1r 1r tr ,r tr 43- eta tY /7' 1r 1 1 a OaP) 2 , 2 It. 0 1/4" 6 1/4` 2 1/2 2 1/2 - - 6 1/r 6 1/4" 3 (BOTTOM) - - 4 1/2 /2 1/2 6 1/4. 6 1/4' 12 llr 12 I/2 - - 6 1/4 6 1/4` 3 (amw B' 7 1/7 4 MM 6' a 1/Y r a' M r 1/2` s 7 t/r e• r r S• 4 (WAi r 4 (601WH) r 6' - r - r 1r Ir Ir tr it Ir tr or tr 13' Ir Ir 5 (,DPI 1r 1r Ir ,r ,r it IF Ir it IF tr it 1 (ml7 IF Ir Ir Ir it tr ,r Ir Ir Ir Ir I3• a 00,W 1r Ir Ir ,r Ir Ir Ir it it /r Ir it l/2 a (sowTW4 Ir Ir 13• 1r Ir it 1r Ir tr ,r Ir I Ir 6 (Ta" Ir ,r 1r tr lr Ir tr ,r Ir tr it it 1 6 (TOP) - - 6 1/4' 6 1/4• 6 1/4- 6 1/4- - - - - 6. 1/4' 6 1/4. 6 « - - 6 1!4 e i P e 1/4. 6 I/e - _ - - 6 14' e , 4• 6 1r s' ,r ,0 , or r 7r T 7 t 5 , 13 4 t/2 , >a,�• 10 14'-4' Ir r Ir Ir Ir 6 IJ2 tr 6 1 9 , 6 lIr Ir 5 I 1 W-r m r-r Ir r Ir I Ir or 9 1/2 ,r it to to 1/2 7 In IF r I (NOTION) Ir 7 IJY Ir Ir Ir Ir eta' tr il• r Ir 6 llr t (BUTI l Ir r ,r po 1 Ir r Ir I r 7 1/2 5 1/2 Ir 4 l/2. 2 Mn tr r 1r Ir Ir a t/r Ir a i/r 9 1/21 s tJr or s 1/Y 2 (rCP) Ir r Ir I tr tY s 1/2 tit Is 1/2 to 1/2 1 1/2 it 6 ,/r 2 pan** Ir 7 1/2' Ir Ir tr for Ir Ir 11• r ,r a 1Tr 2 (6aRgo Ir r 13, J it it 9 1/2 ,Y 101/2 10 1/2 7 1/2 it 6 //r 3 (TOP) Ir 7 llr or ,r tr it ,r 107 it" e' Ir 6 1/Y 3 mm 12 1 12 1 0 1/4• 6 1/4' 12 1 6 Ile - - e 1/4• a Ile 3 (N0ti01) - - 12 1 2 1 6 1/4' 6 1/4' li lie 12 1/2 - - 6 Ile 6 1/4. 3 0 RiWO r r 6• S ,/2• r 3 1/2' r 4• 4 I/r r 0 IJY r 4 (TOP) 7 VP r r r r or s' 4' 4 I1r 3 ,/Y 6 ilr r ♦ (TOP) - r - 6 3 IX - 7 1/2' -• D, n" r - r _ 6 - r - 5 ,/Y - 7 1/r - (WITOIA lr Y tr it tr 9 1/2 Tr 9 1/r a t 7 iJr 13 r (TOP% ,r 6 tJr it 1r Ir tr Ir ,r it' r Ir 6 1/2' MP) 7r 7- ,r Ir Ir 9 1/2' Ir 9 t/Y o S 7 f/r 1r a tIr (e0P10Y) fr a Ili or Ir Ir tr IF to, tt' r ,r 6 ,/Y Dsol,aliD ,r r Is- to i 2 it r r3' r 7 1/2' 6 I/Y Ir 4 llr 6 (TOP) IF e• Ir Ir /r a 1/r it 6 1/Y 9 1/Y • 1/2 13' s 1!r � - - e I/4• s ,/r a ,/4. 6 1/4' - - - - 4 1 4• 6 1/4' 6 - 0 1/4• 6 i 4' • 1 P • / r - - - - 6 1/4- 14 1 4" 6 ' Mm BAST It tell AIAIt m 17K at WAtM ON WIRA ArW 111 WO moo FWM MLOMOL • ,w1MM MOM 9 AOM AM YtNAY MADE WXU IX AN NOOKI[p a MW 9011MALL MR LO. LLs6 Twll NOIWE6 an mclow Lt REDUCE Nam WNW m NA.MY.N 'Somalia *am ON SOCK t Or we FOUAMS FICOW POR IIY OPWI111EN m M: MS$04 111 = WINING OewP11O UM ft" POLL ON K UM well NNIWN So, OM NGOO[6 I= Wit ANOIII 7Pt OR I"m SPIiAIA.E. Ammm TIP[ 1/4•. 1/r• 1 41r 1J4'i 1/41. I/r• WPM toul-W ia1N-ar Willows NowN weam a 3 3 3 2 ,/r 11/2 eNiM1Se.03 em, 3 3 ,/r r 3 3 Sir 3 3 ] 1/r a 1/I' 3 VI 3 I/r ADI{w. IDE[ II/61/PCE 31 - Im ,.oe UC « SPAC9fas ONLY VALID WHETP SPACER L4 USF.O. SEE Tau /1 FOR MAX A.S.D. OEM LOADS At MAX PANL WWEN SPACER is 0m A//tlI0R4 (SIX SM704 a ALT9019100 ON WEM 13. 14. 15 r MAX. R-to{1s, R-2A/13, R-311k/14, R- D.M..Q. p. ►tL R-1Aw/15. R-2Aw/i5. R-3AW/16. R. ODFO 6 II o O O c L U A ..�_.--B ASA. OE&Ottl LOAD L N PANEL 40 PSF OR LESS G'-6- > 40 PSF TO 50 PSP W-2' > SO PSF TO 50 P5F W-10- A MAX. PANEL LEMOM ARE ONIX VAUD FOR INSTALLATIONS w/ SOLID SET ANCHORS # W/ SPACER AT 12 1/2' D.C. R-29/13. R-0/14, r R-21W/tA R-39e0/16. IT O �4 I 1 4 -2Fa; SS. BOLTS w� (IJAPM6r1'IENOM; i 1 �tNELIAAR 13At i. I I ! REMAM "IM 11111 Ll LFE Plot EL L i -1 - -! - r i,--r A t ss. Sala W I O WAX P00111 1E116T11 r-r • +4" -40.9 "J. (W/ 01 w MN ma Lfmm SOLO r-r • +WA -50 pa3. (w/o allow m WIEL www aw) wm NUT Pa LEFT PAWELL i�OL1fA low PN#3. r # ML7AlU7g113 ONLY II,IID FOR 1wND R-tA/13, 11-2A/13 R-3q/14, R-T1/13, R-21/13 R-3t/14 , IIiL SPEED UP To I'M mph. R-1Aw{15. R-2Aw/1s. R-3Aw{1e. R-t1w{1s. R-2ew/15, R-'.DPP/is. ; -- NIOtO1K (SEE swTod a ALTFONLYES oN SHEETS 13, 14, 15 a76)— 7/4' IIAe. GAP LIFE SAFETY STORM PANEL M ELEVATION (t) i 2.6/7 PANEL (wH oleeM rt itM71E ,eLIL11 /' 1 wrom PANEL UPE�y5A��ry��pm L EXTERIOR SECTION A —A SOME 1/4•-1" firm 1=3 pu# NO s IFSAFEW i W" 1%pw Sol[ 3/e-,- 1. NSTAUATXNN ARE ONLY VALID FOR AS.D. DESION PRESSM RATINGS (a.9.f) AND PANEL LIMMS AS M PER ELEVAT ON SHEET it 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO PE SOM M PINE No 2. W/ SPECIFIC DOWN OF O-W OR EQUAL.. PL !N./'mwewAwJ04R am ".== Ha u UK "WANMED STEEL SION PANEL elaiN or. wmnm L ETC O PRO1m w PmWJcTS4 ur «i6 �.sw i•.- " At am.Now-Aft pmow.)aw-.I67 20-175 A X.. PL fWt ,I a/N TmAm PLATE r", to R it 9' aC. INGUI M Na:•.. nl � ii:1... uW • ,. 1'�7tlri,c. . M 1 12) MAXIMUM A.S.D. DESIGN PRESSURES R__rING (p 10.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCREDULE FOR ROULAR grRIJ PANEL M IN_STAI L TIONS INTO G_r_+NCRETE At CONCME W nCK _ CTRUCTURM (VALID ONLY FOR PANELQI NSTALLAMONS AS PER SECTIONS I THRU $. ON SHEETS 4 h 5) PRIISSURE MT"FEN" (P...f.) IIAIGMM NIWM 9PA=M PW WI EA PER SWWU 01011 APPLIC,IML 111xRR9A lE PM 1' 00 MAX A$a DESIGN PR M1DN (pt.) MAXIMUM ANCH M SPAWW FOR MM EA MSMICKU WAR APFUDMUOEM Ri IIAIOMM LEN6 t• PU TAPCON SOIb-m 0 PAME 7W+C-NAM GtX-Si �, TOM smm> =Fume TAIMf.-ROAM CAIS-N 6'M 10 W W 10 m 10 W. m W m OF liWll >+ak-49 +754 -757 1r 1,• 1r is ,r +r 1r +s ,r iY +r Ir , r-a• OR Lm �-73 .f,4-,tu ,r a• ,r O1 ts• 6 I 1r • , 71 51 f r i , , MPI W--r all Lw Ir ,1• Ir Ir Ir Ir tr lr 1r ,r tr tr , awrtaM) Ir 0 ilr ,r lr it r it r tr 7 1/r i]' r / UM1oMt) ,r it' ,r 13' Ir Tr or tr ,r ,Y Ir tr 2 Doll) tr r 1r 0 1 Ir a I/Y tr 4 1/r' 7 1/2. 5 t Ir 4 IA* (toll) IF it' ,r Ir Ir it tr Ir tr ,r tr io• 2 pOTTas) Ir r ,r tr tr 9 1/r ,r 0 ,/Y o 7 7 lIr tr 6 +/r 2 OOTTOt4 tr Sr Ir Ir lY 1ST t . tr fr 3 M tr r Ir 1r tr 9 lIr ,r 9 ,/s- 0 t 7 11r 1r r CmP) 2 1 2 1 a t/4• 6 1/.- 2, 12 1 - - 4 1/4' 6 1/4• 3 ON7TTo1,) - - 2, 2 t' 6 1/4• 6 I/4' 2 1 6 i/4• - - a 1/4" 6 1/4- 13 (00Tt0N) IF[13 5• r r r r 6• 6 t/Y r w r 4 i • 4 DOPj r r r a t r 3 I/r r 4` 4 llr r a lIr 2 +/2• (oll) - r - r - r r r - W - 4 (ea170Y) r - a ,!r - r - r - 5 ,/2• - r - 4 (N011014 I, ,r ,r Ir Ir Ir +r 1r IF ,r 1r (roll) 1r . ,/Y or ,3• ,r 9• Ir 9 m 7 ,/Y ,r r (roll) ,i' Ir Ir Ir Ir tr ,r tr ,r 1r lo- iiW54 ,r r tr Ir ,r 9 ,Jr ,r 0 f/r 0 , 7 l/r 1r r QMMM) or ll" Ir Ir Ir Ir Ir Ir Ir ,r ,r is, a (top) Ir r it 0 'Ir tr a 1/r or 6 i/r 7 i/r 5 i/2• or 4 I/r (mm - 61/4- 6 !/4• 6 , 4' 6, 4' - - - - i 1 /4• a 1/4. 0 !1) - - 6 1/4- 0 1 4- 61 4• 6 t 1 6 1/r 6 , 4' - - 61/4' 6 , j4• 0 MUM.-') , Ir Ir ,r tr Ir Ir ,i• a• I 1r I ,. To W-W ,r S• r3' 0 , Ir e i tr 6 , 7 llr 5 , tr 41 1 m7 Y-6' tr 7 lIr Ir it 1r 1 Ir 10 1/2 11 I r Ir1 00N10m) ,Y 6 ,/r tr Ir ,r 6• Ir r Ir 7 t/r ,r r 1 (NOTTON) Ir 7 lIr Ir Ir or Ir tr Ir it*- s' it 2 IF r ,r 0 I or 6 1/Y Ir 6 IJY 7 ,/r 5 I/r or 4 1/r 2 (101') Ir 7 lIr ,r it ,r o , ,r to , , , r 1r2 F7r ClotmM) ,r r it or ,r 9 1/2• or 6 //Y o i 7 1/r it s l/2. 2 mrioY) 13• 7 llr 12' Ir Ir o tJ ,r 0 1/2:11 1 r fY3 (OP) ,r r Ir tr ,r 9 ,/r tr 9 I/2• 0 1 7 t/Y t1" 0' 3 (tOA')2 i/ 2 I 6 1/4• a 1/4' 2 7 6 I/4' - - 6 1/4• 3 (60TI M) - - 21 2i sI/4•6114• 21/2 a1/r - - 6 1/4- 6 Ile 3 (OWN) ,J2. 3 I/Y r r 7 1/2• 4' r 4 I/Y r 3 ,/r r4 (ip- r r r 5 t/r r 3 ,/Y r 4• 4 1/2- r 6 1/Y 2 1/2' 4 (TOP) r s r r r e4 (9OTFI1) r - 61/Y - r - r - 61/r - 7• - 4 (9onto14 1r 7 UP or 13• tr O ,/ 1r 0 ,/ , i e' IF r (7aP) it 6 ,/r /r Ir Ir r or r Ir 7 1/2 tr r tTOP) ,r 7 1/2' or ,r Ir i0 , it 0 , , i a• 13' 7' a (9 40- Ir 7' Ir tr Ir 9 'Ir Ir 9 l/r I 7 1 it r (eorrONl tY 71 I tY ,r /r 0 , Ir 10 1/2 , , r 1Y r s (Trill) lr r 13• Ir 6 i/r tr 6 1/2' 1 113,15 I/2• tr 4 I /r ( W) - - • , A• 6 1 A" e , 3' 6 , r - - - - s , 4. 8 114` 6 - - El 2: 4 1/4-10 ,/{' s Ile - - 9a a= I t Polt mum tm a BPAcm PPP wmummo a two woac Pow Mmomm. • mommem NNNOR RACm06 NN WAVA fact OWANU ME OwAn ON m 9df0lt rm LO. ILO iNNt 4O,CIOO met omma NF9tNC Nlta011 951pN /1• mwjftYIl6 www e1NNN ON eamut p /K OOLU, a reQm Po,1 iN6 OPSoI.T,ON W K POOe1Plt emtlrm Williams 06fMeO Um Ww $WI L NOT of teas r4m Iw6mm room mm m to EACII memp rPE on no NommuLL I i i/r. ,/4. 1/4'. 1/0. 1/41. NL9Mt IY![ WPM iNAaaM 0.A-11 Iwimum mocomoI wwwo W a 3 a 3 2 I/a• I t/2 W 1 3 Vr r a 3 llr 3 a 31/r a,JY 3//3 31/r 4 ewFAllIWa3 13Am1 Ann MO[ 91661>M 1/r ee/ aao - - - CA r aaa - 03i - 1A9 - .a3 y I - ta. I Im - 13e 1.0 swam ONLY VALID 1WEP1 SPAM 6 tLREO. SEE T E 1 FOR WX "A ZN DESIGN LCA06 Ie MAX• PANEL J SPACER �,ji IS USED. 1/4Y ToR Aklamw w 1• mi.. 4— Lemm eT 12i P V 1WL PAMM Le"m ON &MEET 12) SK WWM 16 a /6 FOR A400111 ARM 111109 1/:. mPoNP ma OMNUOOIE9 Iwom AND= ftN10N o.J 3 w>'La WWAM AANAIOR 914001411 AND MSM6e1 OI,I/MP Olw. Dy 3 I WK omvmm AK 9Wfw SO BUL FOR LIL 9w� ON SCXEOIAE IROtIC[ AIICl,Oe 3PIIC.10 AIIR r6R WNISR Wr MIA PLY6W SPW= 91e11N Ow sONMIAt By YK Fou." N FActow Poet! Twill opovmm To K POKOL RTAllob 9nNM OWAWW ?ACM POLL NOT K ILO t1MI I Ilr am r u. AA�Ll 1P4E1I/ aNy1Ga�POR fAdt a+ - AS& DEW N LOAD "K UNPIN 40 PW OR LESS e•-r > 40 PSF TO 50 PSP W-2- > 50 PW TO 60 PSF 51-10" A MAX. PANEL LENGTHS ARE OMY VALID FOR WW^1ATWN5 W! SOLID SET ANCHDNS r W/ 0 SPACER AT 12 1/2• o.C. "If." : tl1.1.. 1i��JiaiaJ...a LNL saw LIWION FT 12) INSTAUMION DETAILS FOR UFE SAFETY PANEL (1) INTO WOOD STRUCTURES .. �f f YF IIIARw i O.a , \ i 1 1Y TAPOON O.C. 1/4' / t!2• 'I/4• I L4w 9, a606 I POI P,PR 1 i '. ___; __. _-__..-_., Le 7 6 i Iwa10.,91 -a7 p 7.• IiwUL S I --) PANEL lEWalll 6• PANQ IEM6IN _ SEE ELL1mTNN A I ( ON Slow1Zj 9 1 ON P W 12) 9 6 I N 1 f 1 N To tX/ias. I- UK 1 T ® I 1 O M 1/l OC EC I 92 >K oG ' I }q I PLATE i jJ[ PLAff i ;t (IF REWIND i �r, { i 14•P PA0 P �'r� ! i/4w MILNAff PLUS 1 A9WCIIPM O 12 1 � �� dl qj t AtICIOR 0 12 t/1 D.C. � 3 � /2•' O.C. 12 l O. I k I 4tL.I wom EPIA; T!�IJT SCA E 3/N1- ,� � •A ,••.'9 V'�44161 L6`7 `: FLORIDA F"NG CODE Nan Mob Voltieft NNP.P6at. Ton. 2/ OAS OALYA1NtED STEEL STORY PANEL I. O MALLATION ARE ONLY VALID FOR MAX. A.S.D. STATE OF •,.' ,N,r a: DESION PRESSURE RATINGS (pA,f) ANO PANEL �p'. f( � iP/w/3Ie F OR N9i1 ECO 1MoIMO. L PROTECTIIL6 PR(:DUCTS. LAC. am LENGTHS AS PER ELEVATION ON. SWEET IL 2. FOR HEW WOOD FRAME CONSTRUCTION: WOOD jQpAL/yN 4eMa . a, 9 4 /! F 20-175 a pa)w MEW RS TO BE SOUTHERN PINE No 2, W/ SPECIFIC WNHNNN1aW �-. /. • 9W a w Arw«D (w)9 N R�mr 63a OEtx41TI OF 0.65 O( EQUAL PL. wxvvmnmfim a%-lumiss tiL L ' wtfn,a a N ^�^`P ^W W (u a) U c6cn L N C o p c cu -vQ- =3 cu cu cn V O O 0 O ^^'' W C O LL_ cu O CQ p cu > .cn E 0cu 0 (D NO !` 9 ta3 �v W N a ct"+ a A E, m a.t COO ca o r 1�'ilao Ito Q .40r fV � 1s m Ly � c r= t >r �.' MO l0 y w X1 Y W fb E .O G O O a u w cn W _C c/) cu o U) CL CL QD U p c cu w Q Z Z Q J SHEET NO. SH 1.4. - __ 1 11", : E,1111171.! �- I : . , .9! 1 � I' I , 11' - , I I VT14 ;t .4 _1E11/181 11�EZIW/le (SEE am" i2l a ALWAAW4 EzIW ON SHEEr 2) 0 SEE NOTES 2, 3. 4 A I _L _L_ _L_A_ �P E�) H o EL) (INTEMOR PANEL -T-r-r-r-TTI (FWD PANEL) SEE NOTES 2. 3. 4 RR PER OF *L MAX MAX. PANEL LENGTH 0 ./- 40.0 P-t. LAP us OF 7L WJJ- L IL J J_ 1, L JJJ L L JJ_ L_L-� A NOTE A- 3- SEE 1. Mw L_. 3 L(I)W/@ iwTE 3 ANCHORS j- -DOM EZI At ALTERNATIVE EZIW ON SKEY Is) - TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (D SYSTEM NIP 'J=Ijke�m ENGINEERING ENGINEERING EXPRESNO PRODUCT EVALUATIom REPORT ApplicallonhituriDw. IM9j-IR2 EX Project Number. 20-31543 Product Manufacturer AN Americarn Skagens asx! Glen lulamulactuntrAddress: 11540oomut Road Wed Palm Beech, FL 3340 Product Nams, & 0sacriptlon: 24ge Galwafted S" Stomn Panels LNPMW*161mpodRodebrit Scope of Evalmdon: This Product Evaluation Ftopod Is beft issued In 60cmdance vft the requirownents of the Florida osparbrient of Business, and Priskedwall Reriblw ftrido Building Commission) Rule Chapter SIG20-3.ODS ' FAC., for sbftwklo @CO@PtWM Par MeNted In. The product noted above has been toned andror evskindect BE summarized herein to stow cormilaruce with the Florids Building Code Severft Edition aM and It. for the purpose Intended. at Ised equivalent to that reciulred by it* Code. Ro-arshistion of this product shall be requited MWA% porfireot Florlds SuAft Code modifications; or reww"Is. Substandeft Dab. A PRODUCT EVALUAIM DOCUSE11111111I EX &WAiM =41543 Wed '24ge Galvenized SMEW Skorm Panels 01� & Nw~w. sheft 1-5. prepared by Engineering EKp-. sigried & stated by Fnm* Bermardo, P.E. Is an Integral part of ft Evoluation Report . Tw REPOM Unifornn stak shichwal performance has bow tastad In socordence, with TAB 202 tog SWWafft par tM mpor*) OBT-AW1740 by NoetwoW Testing, Inc. Large mballe Impect resishince and cyclic, leading parlemnswe has been tested In accordarcei wilill, TAB 201 and TAB 203 less standards per test report(s) NOT-AMI 7-001 by Slackunder Testing, Inc. - BUILICTURAL --- Structural wVkwwft havebeenpoepat which evalwate the product besed on cwmmmfto wWor r� analinslis to qua* the teaming design criteria: 1, Maximum Allow" Spent 2. Mkilmunt Allowable Spere 3. Mimmsm Gins $operation 4. Anchor Spacing 160 SIN 121- Avthua SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 3S4-0660 1(866) 396-9999 TEAM 0 ENG1011111RING EXPKESS.COM ENGI*1f*INGExPR1sS.CON I* LAST PANELQ TO BE INSTALLED AT EACH OPENING SMALL ALWAYS BE PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED TO BE 94STALLM FROM INSIDE OF STRUCTURE. NOTES ; (I). 20DO: E-Z HANG StORM PANEL SYSTEM + CO.I. TRACKS TOP & BOTTOM. (2). END PANELS SMALL BOTTOM IRAICK OTHERWISE A STOP Z*81 -KCINM�TO AT TOP OF SUCH PAWLS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION SK411 CONSIST OF 1/4-0-2Ox3/4- hLS. W/ 7/6-093/32- WING NUT ORL =4/;4 Min. THUMBSCREW IMIO TAPPED BOTTOM TRACK. FASTENERS MAY BE AT OTHER OF TWO EXTE" FLAT FLAMM OF END PANEL (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I,*. A STOP SAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABDUL IN SUCH CASE, CONNECTION OF PAWLS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY VAUD FOR WIND SPEED UP TO 170 ITI.p.h. I ENGINEERING Palle 2 oF2 All American Shuners and Glass - 24p Galvanized Steel Storm Panels No 33% increase in allowable stross hoe been used In the design of this product, Separation from glazing is not recluked for kmbftftm Outside of wind zone 4 NO ~*d bdNa, knpect Resisance. Large Impact Resistance has been derrNmetrauxi as evidenced In previoustj kled last report(s). slid Is accounled for in go engineering design of this product. Wnd Lo" ReWsonce This product hist been delignod to resist wAnd beft as Wickabod In the spen sdw**s) on On respadve ftoduct Evaluabort Documert Q a. engineering drawing). hisalleftn This product SIMON be irwww in am compliance with its respective Product Evolustiort Document 0.0. engineering dreAft), along with all components noted therain. Product componerat Whad be Blithe mateft spedliked in that prodiwors respective Product Evalusbort Document #.a. angineeft drawling). UmNsWons & Conditionit of U80: Use of Oft product thal be In strict accordance with the respective Product Evalusion Document 0.9. enoneeft draming) as noted h"n. M supporting host strucames WW be densgrad to re" &I supwirnposed beds and shal be of a material kW in this prodpora respective VOW schedule. WEE structure conciftions which we not owwriod for in this productis respective anchor schedule WW be clesigned for on a slia-specillic banks by a registared prot-sic" Imaineer. AM compments ~ we pwmwwft WOMW shall IRS g against Corrosion. mtw&wftn. and Ww such deffunge st all drnw. This 1, , I � , has been designed for use Within wW outside t1w High Valoft Hurricane Zone 04VIC). Respectfully, Frank Bermairdo. PE Ewwarma MaDWSSIR #PEOW549 I Cam Auth. 9985 160 SW 121- Avitout SUITE 106, DIERFIfLO BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TIAMOENGINGIALINGEXPRESS.COM ENG11011RIaGEXPRESS.Com I T 1. .91- V r I rT11 T­_ T11.1-1-1 iZ is I Son -71 11.. C, I Fm Al r U, IT tain, "V Uj *_30v. `03 1Z F:R F. C= it-irml _T D~FNW #a t 20-31543 w ==Yl : ­11 11 �TAJL It INSTALLATION DETAILS FOR INTO POURED CONCRETE. CONCRETE SERIES 2000 E-1 BLOCK HANG AND WOOD STORM EMEL STRLICTURES 7. rsoum mom a Ir Due. 1/410 TOP" 14.1* NO WAID TER J140' HER TOE ANCHOR 0 12, OZ. False EDGE OF ICNEW 0 FROM EDGE ore 4� 9 66. �2 -4 TO CLASS. U. pop RE, RIVEr tie MAX MAX PANEL LENGTH I!- BE " 0-2ftr TO GLASL a '70- OF -V /4'0-20d' or OR 1/2 _Y4;��. ToCoN Atom Ole. IMPOON POURED -PLAlE st 'r C. st 'r OR CONCRETE BLOCK REOUIRED. ADOU01011 WALL MDLbffL%dG =ON M SCALE 3/8-1* ALTMMATM E21k SCALE 3/8-1' EN FLOM BUILDING; CODE Clilon 11119h Valooff I *j one Zone) MIN. PANEL,L�� 0.4 oxw RUIZA, W. 24 GAGE GALVANM STEEL STM PRIEL P.P. DRAWN IN: 14 INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN S PRESSURE RATING +/- 40.0 p.0. AND 6'-0" VAX STATE w'v-lmn PAM LENGTH, ILIECOomic. \GL0"LPRMCMI`R0wJM LLC- 2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD snw MAL n. 3331 4 MEMBERS TO SE SOUTHERN PINE No 2. W/ SKC*X PAN=- �_ up SM-1w ftac- (W)MR-Two. r- O.XA�RrP 20-175 DENSITY OF 0.55 OR EOUAL 04-0%Wlo 1w, ALL AMERICAN SHUTTERS AND GLASS 4ga GALVANIZED STEEL STORM PANELS (HVHZ 8L NON-HVHZ) WIDTH UNUMITeD �-(DERP. to PANEL SPAN) OPT]IONAL 0-20 STITCH "`L'S V", M WASHERED WINGNUTS FASTENED 0 OVERLAPS 0 MIDSPAN (USE APPROPRIATE SPAN TABLE) BOTTOM _MT (MEIN TYPE ASJ L 91- MY BE AT 0.375' & BOTTOM t-l'"N TYPICAL VERTICAL MOUNT ELEVATION ELEVATEON TOP MOUNT (As Ty LITHO; RfQD) (SPAN ABOVE -TRLCnON) BOTTOM MC _09STRUCTION (LOCATION MAY VARY) TYPr AS REQ'D) DESTRUCTION) PANELS MAY BE NOTCHED AS REWRED, � OPTIONAL YV-2D STITCH PROV[ DED THAT CONNECTIONS AND BOLTS WITH WA$HWD WINGNUTS FASTENED 0 AACHM AM USED ��Mtz OVERLAPS 0 MIDWAM OUSE APPROPRIATE SPAMTA!1LEI VERTICAL MOUNT ELEVATION /_2�\ (NOTCHED PANELS) \,.V N.T.S. ELEVATION BOTTOM 0 G P' lVDI TOP INT AS REQ'D) HT (MM-/ ($PAN BELOW MAXIMUM ALLOWABLE DESIGN PRESSURES: FAS WrW IN DESIGNI DES1IGN NOTES: I SDiEDULES, ITIVE AND U INED WFITID 05E WITH S at _R SE ' ENO INEERM IN ACCORDANCE THE I N Ell AS I MET D CHAPTER N LESS THAN ISM OF THE DA BUILDING CODE SHALL S OR TO OIL NEGATIVE OESIE P URE CAP VALUES LISTED MEMN FOR ANY ASSEMBLY AS X GENERAL NOTES: MSPW NjS KIM DESiON FAA.A Cr It ACC %RRI, U, PTRANDSHAUSE W.I. A-RTECFT - I- I" N' 111VIKIN SOTTIMN ?a R USE INSIDE AN. M. &Tffl..., 1. ,37 r- T1 11V I MAY REQUIRE I HAS OEM USED IN T146 2DA THE PROILCT WH 8 NEeRIMr AN. T. RSPANCALCULA MWE41 I. ME AS M AND DOES NOT P OVIDe ! coflOrTIONS DIFFERENT FROM LILA 120 INGIRf&ROR MCSTERED CUMENTS IN =59 BASED ON MUM TESTED 5 MAY &E MOUNTED VERTICALLY OR 710 HEARIN SMALL BE SKMOE4) TO LotRrALLCOMCKMARCHORSPER To IFORSISLATOINSUL0111"PROTOCTAU, AT ALS, ..r IIT.V AS ..��T.Du MS T"IS INGUMDOI FOR Mr3arms ELLLATE FEES AMULTING MA Oh,Nc*T%Ug&N FRAMES OEYOND THAT At, I� DOOM 6 M M NBREIR, NO IONSAR61UTENOW. S,=NAMARKIN W 15 CERTIFICATION ML (1) LABEL 3RICA PRODUCT APPROVAL NUMBER VISIT WAI.C.104, Fj 05 Z109" 6 2 I WABLE SPAN SCHEDULE TOP MOUNT ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 12C 2V I 2r I T 2wr 2r I 2r 24 GAUGE PANELS r 31" MINIMUM STORM PANEL SEPARATION FROM GLASS (NVHL WIND ZONE 4 & ESSENTIAL FACILITIES) I - * t MAXIMUM Zr IT* 3r Zr 11' 31' DES" ALLOWABLE INSTALLATIONS LESS INSTALLATIONSGREATER "Repo SPAN Kmwd THAN 30' ABOVE GRADE THAN 30- ADM GRACE (e (PSF) it it V-30 Iwo 1. 6461" 246 I we sAffix, D. - COMMINATIO. or MOUNTING 216 MOM 6961. 2.161. IVA 1. 6.05 In 2161. Z NO SWAATION FROM &LAID IS P&QUOIND WHEN PAW L&NOM IS GREATER TMAA1 THAT MOTED FOR NISMCFM MOUNTING COMMUK'ZION ARM, -/-So two 1. 6LOG 1. 3 SUM, o0umn AM"WO m ALLMAIDOUT MOUNTS IN TM" AdOw. w"M sm CLOSIo" ANE Nut USED � SURDONT HOUNIENS CONOTTONS� R*QURWO SEPARATION � GUMIS SMAi.L W M WIAK r ./,Ss 106.6 M 648 A, "SP, 4. TARIA APPLIES 10 WIN 22P (WITH OR WITHOUT STD`[X AOLTSJ �6p PANRUS. A SOTN WITM AWItt 0 1 -1-60 93-21. 6JD9 A, 2,53 tri i FASTENERS 0 121- OR CM D.C. 59.8 In 6.11 in 2.72 1. -/,70 36A IrI 6,12 m 2,901. 27AI. 6.0 in 2M I. Ell! SPAN SCHEDULE NOTES: in DESIGN LOAD & PAW FASTIOM SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PARIS. SPAK SCHIOULS 15 ACCEPTABLE MR USE WITH ADMAM FosrrivE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN I 2. 'PAM FASTENERS" ARE STUDS USED IN x I SS. POtT m CONOLINICTION WITH ALL MOUNTING EMUSIONS 'IRR iAwMK-.=­E rr-TRAN. siuom ARGUE, em). USE 6.2v 1100 ON INSIDE PACE OC. PANEL FASI ING TAKE VALUES FOR ALL -H-- AND 'U"-HEAMS (IMMUCYINICS BUILD OUT CONDITIONS). 3. LIMEM INTERMOLATION BETWEEN LORDS IS AC=ff*&f- MERVIRS! USE NEXT HIGHER WAD. .Dxpw 0 Iar 0, .00 (cawam �-� GLASS SEPARA17ION NOTES: ""KISIONTOADUCENT 1. VNM SPAIN SCHEDULE WITH POSITIVE DESIGN LOAD TO DEFERNINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO Me PROTECTED. 2. SCHEDULE IS REQUIEM POR USE WITH PCBnTIVIE LOADS ONLY. soy" MOUNT INTERPOLATION bErIMM LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER (aDNMTvftAs LOAD. At" ;Ills 3� FOR INSTAUATIONS OUTSIDE Of THE NVHZ AND OUTSIDE OF ESSENTIAL 1 11 FACILTITES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION MR Lw IS MINIMUM SEPARATION "ADM THE 47301543 OF PANEL ADNAOW 10 PAMst) ?M�NAL EGRESS PANEL DETAIL 5 ONAL INTERIOR FASTENING DETAIL M FASTENING 141 09 9w 2.290. 7 _-W 2250, 224, 4--low, . , 4' 2i 2� �*Lap­ -0.0% h &N, 21 V i ­ --raw In O,Izs. 3 m T,fP j 18 GA TIP 4- 120t. _T 009 4 06 LOW 2. -D. -375 TO ITr, P Z.. 2 (162" 250. -4 2,000.1-- 2,wo. TYF. 12, esuLD-o. �r HEADER 3 300" MAX (33131 510 .3, 0."6 12.5OD"FANEL MVE Gin G3 III car w, ' 5 . I H, r-,rt , 4 _EL_ _Zj 0 ol- h --14475'PANEL LENG11 1 rO.541' 8ITT "T ca'. AS 7 R I� � INP. 0SARMENED1 __ 0,9574-­1 0ww 3 Auoq KEAN rw 0. 1 G.1901 ID0 ';14' T4 4' 4 DE, "'Wil rs TYP. Z Lw DUV� WOUR 0 @,r 1EXENED1 V13 OVERLAP .25"MAY. *"ItAX­ A QVUJjRQ.MkEDET_1A .2r MAX. MAX.. K14, tu SUILD.OUT DISTANCE A EMBED CIO. OVERLAP 3 92cr MAx. .25- MAX - IN. EMSED NCHOR SPACING SCHEDULE: 24 CA UCE PANELS; PANEL FASTIENE AS 0 i2.S' O-C. 2.3" EDGE 0111TANCE MAE! oanox ANICHOR Pitira"" TTP9 I SPM UP TO V-0. yMUPTq*,d- 9PANUPt0jV-j4r moorfre CI C2 C3 CA Coffil TYPE C1 C2 C3 CA Do" TVPE C1 CZ C3 C4 2)w. 1-21.r NOM 11.5" 16,01' 3�7" 919' la,51160'11""I 6.8" 12.5" 16.0" 9.3' 16.11' 04WAITULTWON 41 41 12'r Is'a. lig, to- 16.0', 4.24, 5.5 . J2.5" 16.D- &J" S.5" II.S. SOLD* lot,- 4.01 t.- AGO' #.I" &A' 12 V' 1O.D' SLI' SW' S2 It's. JILO. ea. G.r 123 1 .1.. LdLD' &I' S.4" 16.01' LI" SA' 12,5" 16.0" 9.1" S.4' 12 S VLO11 15,0`1 L23" tSU' 113.4" a LTRWOM 41 "', ""' =-- 7,-.F N T.-.- riv 1P AN'- 1.1", S2 =2f- -357137 11.7 12.5- 15,cr 11:c =v law 1)L7 py, ?Z Ij.$11 tj" j4"4* SET --.C?' 300'10.41' 12.3" SOD" 15.7- 0.4" LEA" M. 15'a. I! �tl- lt.r IE,r 16'a. m2L' 1"" 12.31, V4411 Low' 0.9r, 161D, 12.r, 12.6, Ica, 1%6 :: 13.7. I'll" 1 0 .5" 10.6- ItV 16.0' 1Z.3" 10 61, As 31 ISO" 1,4 lix it 1. 1: 0"" ltr 1*,4" 12.3- 14.0- 12.3" il)&' PZ -ILE 12. " 0.* 1 S. 10 ; I - aw "Hol" ,r_V-r_ 13 12. is 0` 1 0? 15.0 12.9" I-H 1 6 44 121, j640- 12,r 26.&* 1&0" 1:4.0 tZ.3" 16.0, 52 1,21y, 16.01,1410" 13.01, 12,51, 7& 12-5" 10 1" ILL ALL 2.6" IDU DMANCIE 301r, 1,Uq* boom 33 C2 1 10T, GET.. 7. 6,25' GA" 41 A.25-- w'; AS 6.2y. 7.2. 22 48 6 20'r it 6,25r' %31 'j, ­qw­' 33 .2. . - . 7F 41 1 IS. 6.0 1 It.", 4.V' 4,01' 6231 10.2* 4.1" 4.011 IZAVI 13.31, "* 1 3m* & - 0; &Zs' ACT- � 1 4.0" ;; 8 48 C2F' N: =r* 4.7'1 4.6' 0,25" 103" ! F ! S. 2117.1 4A 110, 612 10.7- 4. 4.0" 52 YZ 6,2V' 291" 4.1'1 4& &25" 20.7' 4.L:; 44. ys. 4.0" "to PA.", 33 1415" 160, 14.1, 31r jj�t 4u: �_ - .. ... W 87, ?0� 1215" illoll it !&.5- L6E 7x. 6.3- laps%� 16,0- ?x ALL K)INTS6011D off 41 N. 11101. 9j. 7.j. 1Z,5" I'SLC" 7�7" 6.2- 12.5" 1&0' 7.7- 40 SZ 12.51 26.01' 11.9" 711 11.51, I la-W- IAIY' 7.T- &1' 12.5" ISO' 7�7- 6.2" 12 1" 1", 7:11 5.21. 14' 1 Ul' WIND 21 iZ.7' 14.0" 6.4' 3,0� 0. 44" 4,r' 414V "151, Of C297' 11.5- 4.4' 4.1* .25 9,2LI 0.25 TwiU.V'4.1- 15" 7Z &2S, 9x 3.3- 3.3- 1S.25"I 9'e, 1 1 V. is- 3 2/4- MOE DISTANCE REMINDS PRESSURE 17IFFS a ZTE Q CZ C3 C4 C1 0 CA CONS TYPE C1 Ijr.re" At 48 fiz 72 12.7' 12T W 11 S, Is. ITO 1 12. - I U­ 141- 57 L21r CO. 11 1,0 71V IZ.. ' ICU* 14.7" 15.0' 12.F' 31LO' 14.7- 6,011 11 V' . 1:0: 14,0 , ': -1 T" I.: t2S Ar .164" IRA" 1141- ..V L4.7- DO- 12. ' 12�r 16.0- IlLa- 114.11iroew 23 wOOD scREW 41, 4e DII111111111=040- sz 72 Lz5r lGral I&OW IOr 12.7- 16.0., 12A., ?.0- 12 F, 1, 2. Sr- 16.&'14.1' tt' .5" 6.0, S.7. 5.6'.1 =5, tLy, LLF' 167 1 ia.v- iTL;- 36.0' 9.6' W;- !;:;- 54' 12.Y* !%.*�- 164" il- 9.6 5,6' ;;';. 22.9- 96 ;";'* 16.0- 9.6- 111r.1-114'040CD 33 TAP ow 41 48 ISS. TA 12,51, ILY, 16.0`1 16�O"� 261a, 13.3" ILS, la.61 14.0 wo , LIA" 9,� _!; 12i 5.* ,5. 16.0' 10.2"JiBeig 1 U IZI-11' lz!r. 16. - ILA- 16.01, ta$" 16.0" 9.1-- =53- I.W. R.O., ISLT. g.j: -sr-277-- ff* 1; 1-1 ! E-i- 1. IS 33 41 BUSH= 48 $0 52 Z ials. 161*1 0.6 17-T -157F. -co. IZ.V, 35.0" ?.U11 1!.$- 12.5-1 &Z'so 12S' 15.4" 5.9" ILE" 14. Z" 5-5" UP 12.fl 4.7" 4.0" &25' 6kzv44 IZ'r 4L .' 6 ZT­Z 3"1 4 T" 4C i ANCHOR NOTES: I. ANCHOR SCHEOLILI! APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES K ATERIAL, & ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGA-TIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER rMN CR EQUAL TO SHUTTER SPAM.6PI CONIMMMON TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE). 3. 'PANEL FASTENERW ARE SWDS USED IN CON) ION WITH ALL MOUNTING FTMUSIONS ('Fl-TRACK, STUDDED ANGLE, ETC.), USE 6,25' O.C� PANEL FAMNIER SPACING TABLE VALUES FOR ALL W- All - Lr,HEADERS (INCLUDING SUMDOUT COMIXTIONS). 4, ANCPOMSSKAUDER45TALLMINAM-ORWJCEWrrHMANUFACtU4tRS*REMMMENDATIOM. S 3WeW aW ONFORM, To ASTM COO bL=. MUM E=E;TEUjC7uRE SHALL c SHALL BE AS NOTED IN ANCHOR SCHEDULE, 7. MINIMUM EMBEDMENT AND EDGEDISTANCE EXCULOS STUCCO, FOAM, MUCK, ANOOTHENt WALL NISHES_ WALL FINISHES SHAL.L BE UMtTfO TO 1/4' MAX OR $4ALL DEVERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. G. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN-MWO CONCRETE ONLY. 9. WHERE EXISTING STRUCTURE IS WOOD FRANK, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTOADEIQUATE WOOD FRAMING ME ERIS,NOTPLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10. WHERE ANCHORS FASTEN TO NARROW FACEOF STUD FRANIING., FASTENER SHALL BE LOCATED 174 DMINIAL 2- X 4- (MIM.) WOOD STUD (�Y PI j. EDGE DISTANCE IS ACCEPTABLE FOP. WOOD FRAMING), WOOD STUD SHALL BE SOUTHERN G-OSS OR GREATER DENSITY, LAG SCREW SHALL HAVE PWUJPS PAN HEAD OR HEX HEAD, I I. REMOVABLE ANCHORS ARE: CIEWALT PANELMATE, ALL-POINTIS SQLM>51ET & BRASS BUSHING, il. MACHINE SCREWS SHALL HAVE Itr MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AP40 MAY HAVE EITHER A PANr Tj TRUSS HEAD, OR WAFER HEAD (SIDEWALK SOLT) U. M.G. 13. MRGMU14 94BEDMENT AND EDGE NCE SXCILUDES STUCOO OR OTHER WALL FINISHES. 14, DESIGNATES ANCHOR CONDITIONS WHICH A RE NOT ACCEPTABLE USES. Is DIRECT MOUNTING CONDITIONS. IS: L114M INTERPCLATTON 15 MDT PERMITTED POP USE WITH THE AN04OR SOIEDULE5 LISTED ON THIS SHEET. Z UJI If 9 (D (n -Cu > 0 (D = 0 0 cu C) .4Z Cn 0 C 5_ C 0 3: CU = 0 .0 U_ 4__ 0 - M > Cn CU 2 M-.10-2 -0 . C _11-0 Cn Z Z w mi e C:) an CU r_� C= LA_ C)_ M C;CI C14 g cc cu, CIC' CL CA E ou cc 5 CUP :w CE r= 0 cj_ CD (D 0 L_ CL CL -6-0 0 0 L_ CL 0 a) W M =3 LU Z Z SHEET NO. SH 1.5.