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HomeMy WebLinkAbout6298 Bar S Bar Trl1 I r i ® i S INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS 2.2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN _ _ 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FIRST FRAMING PLAN 6.2 SECOND ROOF FRAMING PLAN 7 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS 1 S3 DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room S4 DETAILS ABV or Abv. Above FLR or Fir. Floor RA or RIA or R.A. Return Air AC or A/C ADJ orADJ. Air -Conditioner Adjustable FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry RAD or Red. Radius RAG or Rag. Return Air Grill S5 DETAILS S6 DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orA.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator ST STAIR DETAILS BC BF Base Cabinet Bifold Door FT or Ft. Foot/ Feet FTG or Ftg, Footing REINF Reinforcing REQD or Req'd. Required SS RETROFIT DETAILS ---- -------------- —-- BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room D1 SECTIONS & DETAILS BLK or BLK. BLW or BLW. Block Below GALV or Galy. Galvanized GC or G.C. General Contractor RND or Rnd. Round RO or R.O. Rough Opening D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS BM or sm. Beam GFI or G.F.I. Ground Fault Interrupter RS, RIS, R/SH or R&S Rod and Shelf BOTorBot. BP or B.P. Bottom Bypass (door) GTorG.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board SD or SD. Smoke Detector SGD Sliding Glass Door PA1.0 PRODUCTAPPROVALNUMBERS PA1.1 PRODUCT APPROVAL NUMBERS BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C CAB Carpet Cabinet HDR or Hdr. Header HGT or Hgt Height SHT Sheet SHWR or Shwr. Shower pA1,2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ orC/J CLG or Clg. Control Joint Ceiling HORIZ Horizontal HS Hard Surface (flooring) SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL COFForCoff. COL or Col. Coffered or Tray Ceiling Column INSULorinsul. Insulation INT or Int. Interior SQorSq. Square STO Storage SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL COMM orComm. Community KIWALLorK/Wali Kneewall SW or S.W. Shear Wall SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. CT or C.T. Continuous Ceramic Tile LAV or Lay. Lavatory LForL.F. Linear Ft. TEMP or Temp. Tempered THIKNorTWO. Thicken SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL D or D. Dryer LL Lintel Length TOB or T.Q.B. Top of Block v — DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry --------------------------- — — — — — — — — — — — — — — — — — — — DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder J DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. DTL DV or D.V. Drawer Stack Detail Dryer Vent MONO or Mono Monolithic MW or MICRO or Micro, Microwave NTS or N.T.S. Not to Scale V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical , 1M ��� FE7:1 M 7E: 10 M M . ❑ MEAN ROOF 1 FT. HIGH TYPICAL E 5 FOR SINGLE STORY HOMES DVPorD.V.P. DWorD.W. EA or Ea. DiverferValve (plumbing) (p g) Dishwasher Each OE or O.E. Owners Ent ry OPNGorOpn'g. Opening OPT or Opt. Optional VLorV.l. Versalam VTR orVTE Vent through Roof/Exterior W or w Washer U >J F-1 El E�] [::IF—] El E] E] MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES ELECorElec. ELEV or Elev. EQ Electrical Elevation Equal PC Pull Chain PED or Pad. Pedestal PH Phone wlorwl With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) THIS DRAWING AND DESIGN IS VALID EWorE.W. Each Way PKTorPkt. Pocket (Door) WDorWd Wood DEI 1 ElE] 1 a EXP or Exp. EXTorExt. FBC FDN or Fdn. Expansion Exterior Florida Building Code Foundation PL or P.L. Parailam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height WDWHDR orWDW. HDR. Window Header WHorW.H. Water Heater Walk-in Closet WIC or W.I.C.S WM or W.M. Wall Mounted (plumbing fixture) a FOR 12 MONTHS AFTER THE DATE IT SIGNED AND SEALED OR WHILEC. CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES FG Fiberglass (Shower Pan) PSF Pounds per square foot WP WaterProof(ing) FIN FIN FLR or FF or Fin. Fir. Finished Finished Floor PT or P.T. Pressure Treated PWorP.W. Pre -wire WS Water Softener WWF Welded WireFabric (Mesh) OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. PLAN REVISIONS DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these 04/25/12 1.0 NEW BASE PLAN 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 06/25/ 1 2 2.0 GRADE BEAM FOUNDATION 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 08/11 /15 3.0 2015 NEW CODE UPDATE 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 �+ p FBC 2017 CODE UPDATES & MODEL 03/06/18 4.0 UPDATES advanced notification and approval by the Designer/Engineer. Payments REVISED SGD, LANAI & WINDOWS 06/01/18 4.1 AT REAR 06/07/ 18 4.2 REVISED DINING WINDOW TO 35-S H 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 12/ 19/20 5.0 FBC 2020 CODE UPDATE 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 Ism 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 1763 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. c W O �ow�" C ) eat m -W _Cb cc 3 ;6 CV N O CD ins., a! ' � v To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W aE 0 N W N N_ onD LQa O N O °� N �Q 0M) Y. J ui M V LL � Lt. CQ LPL, LL a Z O3 ° L r p o W _ W ��030' m w a0 (j 1 u1 Z IL IL ZN OU < W El 17-1 V M � z n M o � z z o — M V I V) z C1 j C9 s U- fD w U n Cr ,,, V) C/I co w � ryy L I i?J m J?co ® 0 ¢ N m o W M � � O Z LL f? E wo wo >�Y n® wx !� @ a a` 00 oZ N � 4% L az wo ¢o Wz ra CY m0 o z`'` Z aw a H w 1 Ez wW � Q z CO �C 0 `O o ui cc C) N � M �, r ` U)'^ U o m N Z LO � N 0 C3) (0 O lid r � r ui C\V Sri d z ca Z E 7-- m a Eo U Q p JOB NO: 22-06455 SCALE : AS NOTED SHEET NO. C S h O. BATH BATHROOM 2 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES I I / 24" 24" TOWEL BAR w ¢ 11-0 ON WALL ABOVE TOILET MEDICINE CABINET TOILET PAPER I HOLDER b +b s �l OBSC o i o ❑ r; O. BATH KITCHEN VARIES PER FLR. PLAN TYPICAL HEADER HGT. KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL a SHWR: SHWR. CURTAIN HEAD ROD p-- TOWEL BAR TUB OR SHV SHWR. o o- VALVES O SOAP ID DISH 10 0 M TUB BATHROOMS, SHOWERS AND TUBS v DOUBLE RODS 16" FOR LINEN SINGLE ROD 42" H UPPER CABINETS -� 36" H UPPER CABINETS 30" H UPPER CABINETS -- OVERHANGSTHAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET fr 0 36 H BASE FINISHED CABINETS- COUNTER TOP 30" H BASE 4 ip CABINETS - 10 u_ o SIN 1,-2„ 2x ?� v 80 FRAMING '& ~ 4 1!2" GYP v N r BOARD ^I^ b iV CLOSETS/LAUNDRY SHELVING vvISLAND COUNTER CABINET BLOCKING c 1'-4"X1'-4" "L" SHAPE CMU COLUMN LANAI r 0 I 8-8 FLAT CLG. A.F.F. i 9'-8" 10'-4" 5'-0" o is I I 1 i I i � TYP. @ S6 2-STORY AC PAD Cr CO HB 1 6068 SGD I 35 SH _ -- 177 ALT I AC PAD I (_---1 i `r L T _ = I ` t ► r DINING 1 TIE _- _ 8'-8" FLAT CLG. CARPET B _ In BP I J _ C I S6 M 3'-0" I � �I I o II i El l T Y El z l I U) i II GREAT RM 8'-8" FLAT CLG. CARPET TYP. @ _ - 2-STORY 10 -_ tr t___ W -= d - I I - -- 8" LA CLG. PLUMBING LINE TO SECOND FLOOR 7-1 3' "I 8'-4" 2'-4" 4'-4" 01 o LO A N I AL l I I i �' (3) 2x4 #2 SPF STUDS W/ (3) 16d NAILS AT 1/2 WALL OR RAILING PER SPECS _ i o - BASE _ _ FLOOR G.T. O= - p S3 l 12668 I I I BF I I I I I 1�16 It15 I I1 1 211 I I I I I II I I I I I I III I I I I I I II I I 1 ig 171 II 15 I - 1 I 1 I I I _ - M " d, is l I I I OIpE ILE I T A _ V. FLOOR G.T. GE OF SLAB 2" WALL T-3" i (3),2x4�#2PF _ S � E BEYOND 4'-5" f _. - - SHEAR W.H. 6 4' WALL ( ! T- "LLI `v z0 � LL I_ o a v =' 0 --- i -WHEN - - BUILDER TO PROVIDE Q APPLIANCE PROTECTION S4 C REQUIRED PER FBC/� S3 zp z H%, W/ USP L t= (CENTERED) U Q WALL TO } ABOVE WLIJ " � GARAGE 8'-8" FLAT CLG. A.F.F. TA18 STRAPS EACH SIDE OF FLOOR TRUSS 16" O.C. j LLJ � LU _ U) m� Z p � - _L LLI w o F- oQLU z E io 80 - _ TILE _ - D i I o I i I ENTRY 8' 8 FLAT CLG i I AFF 1 I S6 TYP. @ 2-STORY - - oA --------------------------------1 I - Ii i TYP. @ I SINGLE - l FLOOR G.T. STORY - _ - - - - - - HB Q = - := j 8"x16" CMU COLUMN W/ 6 x12 ABO i K INTERGRATED I S4 TYP. @ WALL W/ (2) #5 I GARAGE VERTICAL E INTO I 1 1 _ -- 12"x12" CMU w/ (4) #5 VERTICAL z rn Cl) - -----.---------------- -------- 16070 OVERHEAD DOOR O 16' OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -32.2 a +29.7 / -39.7 C� +28.3 / -30.8 O +28.3 / -37.0 �E +26.6 / -29.1 Q +26.6 / -33.5 0 SEE SN SHEET H� 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 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18, S.H. 13 20X383 181X37i S.H. 14 20 X 501 181 X 50 S.H. 15 20X63 182X622 S.H. 16 20 X 72 18 1 X 71 S.H. 1 H2 27 114 X 26 26 X 25 S.H. 1 H3 27 1/4 X 38 $ 26 x 37 4 S.H. 1 H4 27 a X 50 g 26 x 50 S.H. 1 H5 27 � X 63 26 X 62 1/2 S.H. iH6 27aX72 26X711/2 S.H. 22 37 J X 26 36 � X 25 1/2 S.H. 23 37J4X38s 36zX37314 S.H. 24 37 'X 50 s 36 4 X 50 S.H. 25 37 J4 X 63 36 ' X 62 1/2 S.H. 26 37 a X 72 36 2 X 71 V2 S.H. DOUBLE 2 WIDE 75" TALL 73 2' WIDE S.H. 32 54 X 26 52 21 X 251 S.H. 33 54 X 38 a 521 X 37 a S,H. 34 54 X 508 52 1 X 50 S.H. 35 54 X 63 52 ' X 62 i S.H. 36 54 X 72 52 � X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 117 (2) - 1 314" 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 Wail 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 FIRST FLOOR PLAN SCALE: %'=V-0" 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 Tim) sheet steel, 1 inch minimum rigid nonmetallic class 0 or class 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 Indwelling 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 ithin a residence or o a of another dwelling unit and wt n h g 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. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. I TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING SECOND LIVING 728 S.F. 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) F LAI 7 W I, o a t cr of'1m )} L d CL)'- N c cc o� Ill Fenn fe -z 0 w1v _-E c { r, UJ a°9ir".0 m ,"e6 ° 41 '�Ary fa p�a��i• �. � ."3 Y''� �Ey Y fAf q, i® To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. U) W vE Om 8 9Q 0 Lo 10 W m N r .°� ti N O y 'V Q ej M J a LL L. W LL Lu n Z; Z �50) - Wc°n�Oc� m Z IL w O LO N z ¢ F.. N do c¢� 0 W ❑ ❑ v 2 � N z co r N z -8 4-1 M LU U 0 N �V) o MINr U I- f- = E 8 r 2:_ 6 tJ 3 a 0 m N rn z M zZ o LL' E z o tl O > Z N oco w= oa x0 O ¢ oO O K o E CD N � ao qz wo ¢ �z wW L . � � CY 0 m o zLL - C: SamQ T } > g� z 5z a �w C.3 �o r- J z 2 mi O t0 w¢ �z a iT• Z ¢ �� >= C) •o 124L0 J 0 °7 m m ICU � nW1 L Cr cL m LO O � '� 04 M CU N N L0 6 m CC14 LO 0 z E T y c a U i1a ¢ p _J JOB NO: 22-06455 SCALE : AS NOTED SHEET NO. n 3/4" PLYWOOD DECKING-----, FLOOR SYSTEI oleo SIN CONT. HANDRAIL RETURN TO WALL DETAIL. A 'SCALE: NTS STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING 42" KNEE WALL WITH 1 x8 CAP & CASING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. \ 16 15 ``\ 36" H. CONT. 14 GRASPABLE , 13 `\ RAILING \ CY) � I 12 \ I 11 \ 1 0�� I �\ I 1x TREAD 10 (TYP.) 9 1 of STORAGE 8 `\ I UNDER 7\\ STAIRS 6 I 2x FRAMED 5��, WALL \ \ I 1x RISERS 4 71 (TYP.) 3 2 2 x FRAMED (3} 2x12 WALL STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. TYP. STAIR SECTION_ SCALE: 1/2" = V-0" � SEE PLAN FOR LANDING DEPTH L T � MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS 1 CONNECT TC 1 PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'4' MAX LANDING LENGTH 91 1 TYP. @ D; CORNERS 6 = H1 D2 co D2 42" KNEE WALL WITH SIM. W/ (1) MSTAM36 1 x8 CAP & STRAPS @ CASING M BASE 00 TUB/ SHWR TILE TO 7' 1 x8 CAP & A.F.F. CASING 9 M H1 6 N D2 0 DRYER VENT THRU SIDE WALL- J HANSON BOX @ 36" A.F.F.- r WIRE SHELF a, @ +54" A.F.F.- f J S6 TYP. U.N.O. 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE ----------------- I I I H1 I I I I I B 60" X 36" SHOWER FIBERGLASS ■ 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-011 2x4 SYP #2 16" O.C. SPF #2 9'-011 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ IT O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED IMTH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15132" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** H1 o 16 LSMIE-D2 TY 25H 25 U.N.O -GRESS* i E OWNER'S SUITE I 8'-0" FLAT CLG. CARPET G.T. 00 4-SH WIC I 81 0" FLAT CLG. d co I CARPET -b 20684. 1 LO IACCESS, I011 _J 1------- - - -- R&SrTb IN BEDROOM 4 8'-0" FLAT CLG. CARPET - M r HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP WI 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 112" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 LVL 2.0E Fb=2950 H6 (2) -1 314" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1 /4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP WI 112" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS P111111111111111=1 = SIM. W/ (1) MSTAM36 STRAPS @ BASE J S6 TYP. U.N.O. -,� 1/2 WALL OR Cn RAILING PER SPECS w = C: W o TECH CENTER w LO 6 7'-9" 5'-11" 2668 1 V-4" * D2 _ _ _ _ _ _ 2668BF D 5068 BF AUN I& 0" FLAT CLGo TILE 13'-11" '. T-10" W 9'-52' I 1 H1 N. 16R1 I I 121 1.11 109 I 8 I 7 6 5 1 `O 4 `t I I U) 1� 10" 10" 1 1 1 TW 1 1 2652 V-11" --- 4068 00 s BF N V-02" V-10" N - 11'-6" - - v BEDROOM 3 8'-0" FLAT CLG. CARPET I' I N 5068 I G.T. _ F 1 V-2" lob I� BEDROOM 2 8'-0" FLAT CLG, I CARPET --- EGRESS* 25 SH 25 (j2)22 39 I p2 H1 D1 D1 JAMB STUD OVER I I ENTRY TO BE I I CONNECTED DOWN L-------------------- ____J PER DETAIL6/D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 �F +26.6 / -33.5 SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18�X251 S.H. 13 20X38a 18�X37J S.H. 14 20X508 18�X50 S.H. 15 20X63 184X621 S.H. 16 20X72 18�X712 S.H. 11­12 27 1/4 X 26 26 X 25 z S.H. 1H3 271/4X388 26x37 S.H. 1 H4 27 J X 50 a 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 1/2 S.H. 11­16 271X72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 a X 38 g 36 z X 37 3/4 S.H. 24 37 a X 50 g 36' X 50 S.H. 25 37 a X 63 36 X 62 1/2 S, H. 26 37 J X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2'WIDE S.H. 32 54 X 26 52 21X 251 S.H. 33 54X383- 52JX37i S.H. 34 54 X 501 52 � X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 5212 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 318 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding Y2 inch. A nosing projection not less than 314 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 18'-8" 25'-0° 6'-4"op SECOND FLOOR PLAN SCALE: Y4"=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302,5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table 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. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F, SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOSATEA (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) c•i > o = cy = o aR c N LA ee o >_ W. a 'E c n. © `. yyit;2y3�F[;b �'xEk'IFf ' °l 14 1 - A r19ppp N < E:sStC� ao� r, till, 1811111°v ` 10 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W F o E t 8 0 6 O .N a) N 0 �u)0! N bLL IR -J 11.. u- 3 G.. 11 a C -J 02 Lu c n m13 _ Cg 9 o (p N� o cn m N C0 Z Q J ILW O JK Z o� 6 o co W ❑ L] M Z z FQ o o z co z o Q� d� - N M z ca = C_D 0 W U 0 UJ 01- C4 �V) � •s c w � J E 2 8 O r® O y c CD Q x CD CD W co M a� Z E os Z z® F? 5Z. &¢ wM _° °� o E N (� L az Q w0 ¢ &Z w w 1Z w a f , ZLL z cn zz oar Z az S Q SSS U , y w r w -- MJ o v w� 0� }° ar S3 `� > Lf) J Q rn to co d. r :3 r �- U J m ~ LN O � CY) , C:) O L.n ei E � rn N E w S Ln o z z N E T- a E v -J¢ o JOB NO: 22-06455 SCALE : AS NOTED SHEET NO. 1.2 ) r ) a ) 3 ) 12 5.01 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS ---- HDR. — — — — - — -- --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 /� F171 �TEXTURED ooaaoo0- ,_, CEMENTITIOUS FINISH ON ISHON 1:1�El a�� ❑Ll CMU (TYP) \ El E�] El El El E] El E:1- FIN 12 T FIBEREGLASS SHINLGE INSTALLED 5.01 AS PER MANUFACTURER SPECIFICATIONS RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS - - - - - - - — — — CV ❑ ❑ SCORED STUCCO 00 4"00 N FRONT ELEVATION - A SCALE: 1/4" = 1'-0" 9'-0" RIDGE VENT -------------------------------------------------------- --------------------------------------------- co EXTERIOR PLASTER ON 00 FRAME h 12 CJ 25-SH CJ 2ND 4.0[------------------- - -- ---------- — --�-��/----1----------------------------1--------------CJ/WEEP------------------------- TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 12 14.0 RIGHT ELEVATION - A SCALE: 1/4" = V-0" tMit-�'Fi.1�=4 2 ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES, txterlor uovering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM' C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6' O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls, No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N , P a .��N ,n_;= ate+ s N w C* 1 4.�N Y *A! rr 1 m,,w .- � 3 eti CU y CP c c� N � c fit,, 111k .. „b .... v^ e• S -..' •. r 3` ` 1 r.Jv D� CV < JV ��i ,6•�; N 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. WE O C � Nti ? r- Mvak oLLLL LL C1131 wZ @ 0v a. ��_ 2 O O(6 N W 05 cp m w Z - N O Q Z N OU W 1] M co Z nMi co 0 0 Z ro z a r M z �V) LL .W U O r.0 o t� L+ N N J) W `— — e 8 x� U o N • c Cn d ® 0 ¢ W 0 8' � m O Cfl J w M M za Z u Q E 0 oo Wiz, ao Z® ❑n CU CU K OU U OU p O Z O CD fa a o ¢o az WE J Q) fu fu C a Z Z2 OY .0 z Z 5E Z W N g o¢ Z 30 N ii- u a N W W V w �O oLL r- w = C=) CO 1W w 0 ' a �U3 d z°d c 0 Q 124 Lo J m (0 r :3 T /1 TCr r /) m CN 4-J Ln -J CO N C:) /'1 04 O L0 04 ai w N LID o Z f4 Z t fn c Ccv E U c � a. ° Q p JOB NO: 22-06455 SCALE : AS NOTED SHEET NO. 2.1 12 r FIBEREGLASS SHINLGE INSTALLED 5.01 AS PER MANUFACTURER SPECIFICATIONS 12 FIBEREGLASS SHINLGE INSTALLED 5.01— AS PER MANUFACTURER SPECIFICATIONS OFF RIDGE ---- --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - EXTERIOR CJ PLASTER ON FRAME 25-SH 25-SH 12 FLASHING 0000' , ' 14.0 ------------------------------ --- — ---- 35-SH _----------------------------- L—J- 6068 SGD TEXTURED CEMENTITIOUS t` FINISH ON CMU (TYP) REAR ELEVATION — A SCALE: 1/4" = 1'-0" 9'-0" RIDGE VENT EXTERIOR PLASTER ON FRAME 1 H3-SH FLASHING 24 SH 12 12 ----- 4—�------------------------- CJ--------CJ �4.0 2 CJ/WEEP -i-C l-i - - � - - 1 ----------------1-------------------------------------------I-----F TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 3 LEFT ELEVATION — A SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Coverina R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (34'4' crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09,24.21 0 w C ccL.;; -o m ac cc L t=_±ad � 47 a. 9 tteNtl� 0 0 ;•`y5E - F I~ O Q"?OFESWONA � `'��'+iot�tttt IIIt�t�@ae�e To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ff) 4 8 o ♦� N O C� tD n C o W - m 0) �h d!6 M at 3 as Q C J LL Lt LL l JLu 13 Z —arn o- = y o oe I� = 'M n O Z co mZ LLW ��pj°' m w J N Z °`�' U) W El El ch N (h O g Knli ¢N Z O 2 J - a — N U) N z 01�' LL T 7 f6 W U � O w LU o to � 0 �n U l a W J t c U) u ¢ 0 �® N e I� o w M M z Z LL E o0 Z® fl E ° a= W r (6 t— 20 �a jo oa D E N Im °z o ¢ o wz W d L 1p �= z¢ oYz-Z h m0 Z N J m Q W Zz to N a°° o¢ go Q3 a 0Z W U o F o wz <F i3 ;o MillF 0!° a o0 0 � C .` Lo J 0 rn m co T i•� Q Cr m L LO 0 CIO) „0 N � 0 LO hi C\\I to o z Z E r N ca n ci .� ¢ o JOB NO : 22-06455 SCALE : AS NOTED SHEET NO. 2.2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER 3 #14 to lights &outlets 1 NEMA 1 b #12 to appliances and GFI _ 150 AMP/ 200 AMP 10 #10 to WH 10 #8 to Range 10 #6 t0 HVAC :R MAOIN 150-2/0 200=4/0 in Z" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PERjp 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 corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE © RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �BD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) e USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) F2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER WWI_ ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR *411 1� T J OPT. CEILING FAN (97) (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS— WP GFI F----LANAT----7 I �1% ooe I I � I VP I DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS — AC PAD WP GFI DISC. A C}r DINING R 5'-0" LIGHT AS PER SPECS PENDANT LIGHT PER � �� II SPECS GFII _ GREAT R M 12 I I U.C.OUTLET ROUGH -IN [� El I FOR OPT. Y I I (/ N.) FAN/LIGHT z I IGF U) o I SWITCH FOR ' OPT. CLG. FAN/ DISPOSAL r \LIGHT PRE -WIRE l I I 1 � I � .�3r n / r GFI @ 44" j ! A.F.F. a! J Z Z ` 0 1= a o¢ \ , -I \ GARAGE U LIGHT AS PER SPECS w >w ,GARAGE / GARAGa� / DOOR GFI r --------------------------r------� I IRRIGATION GFI @ 44" A.F.F. I ` ` I I I I ` I I 1 I I \ I I \ I COACH LIGHTS OR PREWIRE AS PER SPECS -� . . . . . . . . . . row U.C. OUTLET SWITCH FOR DISPOSAL SPEC 3 & 4 KITCHEN I I ALT I I j I AC PAD I I 1� �I =- WP RECEPT. FOR ALARM SYSTEM PROVIDE PHONE / CABLE AND OUTLET AT TECH GFI @ 44" A.F.F. I------------------- - 1I I I I I i f I I I I I I I I I I I I ---------- i� WIC T I OWNER'S SUITE / 1% ` IN, /V V / OPT. CLG. FAN/ / LIGHT PRE -WIRE r _ S.D. o / OPT. CLG. FAN/ LIGHT PRE -WIRE _BAil BEDROOM 4 -----� M S.D. PLUMBING RISER -j L--------- SCAL N S NOTE:PLUMBING RISER I SCHEMATIC T E 344 `� I I I I i E T BE VERIF ED WITH PLUM ERO LU I I I 0 I T I S I H WI I G I I I B L W __J U` C---------- ------ I I � \ 1.5" VTR 3" VTR III III, �I �I I I I I I I I I r� 3" VTR III I I I I Ind W S.D. � f WP DB GFI I I I t I I O OPT. CLG. FAN/ LIGHT PRE -WIRE / ENTRY ; ; � G BEDROOM 3 I I ` OPT. CLG. FAN/ 1 LIGHT PRE -WIRE 2 \ 6, BEDROOM 2 I I I I I I I I I I I I I I I I --------------------------------------J 3" ELECTRICAL PLAN_ > O a► :WWj , �+; IO CAN rya Q: i2 c ......-_ 4 Q %, •� i0 rr --01 in sa •' tar w Q N N 0 N ti N 0 To the best of the Englneer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W a E 0 co o No N cooN N ib 2 00 M V)� 0 LL M _ u-W V -Ou-LL W R Z do ° w 03o W N to IL Z , m 04 Z Na K ZN OU W ❑❑ v 0 V) r � nMi m z o - U) V) M Z a QJ (D LL W U � m v '0'^ tv LU o fC9 rJ I,_r H- J E r s zl�... = a),� oN Of y 4 W Z Cl> f < � E 505 o g > Y o �0 w� z® CU _— a, _° U 0� Zw O E G^.! L z o0 Q az o: WN �i O �2S OY .55. 0 a U � Z Q W o2s° Q w d �Z O �w r,8 CD WF � a UU � ZI¢ 'S O � > LO E ca 0 c r :3 �-� r r « ^ U vJ m N .. LO � O � M N O N LO r Q r n 6 N '3 N iri Lf) o ? r DCa a U Q p a JOB NO: 22-06455 SCALE : AS NOTED SHEET NO. 3 ZONE-2 ATTIC SPA 60 SQ. FT. ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ, FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of IN, of ventilation to Ventilators ventilation f vented ovene of vented be provided SQ. IN. of SQ. IN. of (See Elev ) required soffit needed ventilation required soffit needed by upper ventilators Ventilation Ventilation Main 0.0 0.0 Floor 97 93 13 47 3 23 0.0 0.0 0.0 (Zone 1) Main 0.0 0.0 Floor 60 58 8 29 2 14 0.0 0.0 0.0 (Zone 2) Upper 9.0 1.0 Floor 1071 1028 147 514 37 257 273.0 (Zone 3) 135.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. c =a l� W V rr_ _ a C.2 y 'Yi 0 CO i cc fl) ,. lB�3�,7g 0 t v cr' F { ^; C'V1 ILL v`� 5 l< To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 d o m8 0 I+ N V S? 0 C N n N N4 4) UNrOV ik LL 0 N M J a C J It Lu a 0 Z — O Y f6 C L Co g t'' 0 N t_D ri Y W w if, N m Z � N Z Q co LL ILZ N O U v to W 11El co Z N O O 00 N z o J Q ?Wiwi LL n WV1 VO W � a N U w p. CI w � h J Ely _ L � N U o N U) �Q c �w co M w¢ zo Z n p N �0 = ze o F� x� p '0U 2 Q Z W Z m 5g w WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN.- FOUNDATION PLAN LU cwn CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER 'a- BAR ONE FOR EA. ' HORIZ. REBAR, TYP. U.N.O. .:: ,'.°. :: a : • ; '.- "Alternate: The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" O PLUMBING LINE TO SECOND FLOOR O F- A v ch 29 O �? I zo M z 0 0 r © O to 2'-0" x 2'-0" x 1'-0" W/ (3) #5's E.W. J TYP. @ 2 STORY (:]A S3 TYP. @ SINGLE STORY d M HB 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 W 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 25-0" TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING 10'-0" 13'-4" L 2'-0" x 2'-0" X 1'-0" S3 W/ (3) #5's E.W. P. T i C, I 2,,0„ h,_4), 6,_8„ � r ,�,)I T-10" 5,_2„ 4,_8„ 14I I M j AC PAD 1 f r - - fF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -.- _Ir I I J YI I PROVIDE: 1-1/2" RECESS TYP. @ 1t R SG DOOR. REFER S6 2 STORY HVAC CHASE MAS N'S SCOPE LLOCATTION DRW1 H I If I r o INDICATES FILLED CELL I ff I W/3000 PSI CONC. GROUT I I I r r FROM FTR. TO BEAM W/ 1#5 Irr C.J. _ _ REBAR_VERT. ABOVE SLAB. sLL TYPICAL @ ALL PLACES I r I SHOWN HOOKED FTG. I DOWELS 17" EMBEDMENT r i W/ 25" EXT. ABOVE SLAB I If f "GRADE 40 STEEL" I I 1 1 j II i I 1 1 ("� �' �� II W I I I I I � `1 Q x El I I I�t JJ coI I 1 I I 11- III 3/2" MIN. 3000 PSI CONC. S4r�13 1 FOR HERNANDO COUNTY ONLY I I 10 I I I 3Y2" MIN. 2500 PSI CONC. §VAB OVER j I C J 6 MIL VISQUEEN VAPOR BARRIER 2' 0" 2'- " 5'-3" 15'-4" fIf I rr r 1 1 I 0'-0" ELEV. I I -"°-T--- --' FIN CONC. SLABI 1 t t r 3'-0"x3'-0"x1'-01' 10'-71/2" 2'-0"x2'-0"x1'-0" 14'-5" l Ir W/ (4) #5 E.W.i W/ (3) #5 E.W. L-------------- - ------__ I I -31/2" 4 STEP I oo C DOWN I � 1 S3 MIN. I o K I I S3 BUILDER TO PROVIDE IAPPLIANCE PROTECTION WHEN REQUIRED PER FBC 1� 0 U � • I 9'-4 " 91.4 C.J. I b I N _r I I I 2'-6"x2'-6"x1'-0" I W/ (3) #5 E.W.- I •_ I • 'J I I (2) #5 VERTI AILS I W/IN FILLED ELL J I S3 I S3 I L---'- - ..-_-___--T----- - -_ _- • i Im 25',0" 0 00 v 1 !� ALT ^� 1 I I AC PAD 11 11 CV 10 IM, F I M b � CM 0 00 1Tv ca CM 43- .c fl- e"+.' o Q cc %r C L7 IV i pp} qq,,pp gggp -10 tea. wVI es�:.0 y F L p kA, yt .�i�tettg���!PIk To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's Signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. U 6L 1. 8 E 8 O W 2 f N N 00 0) �- 12 0) IQ V Qj M v Z u- N . � ! `j5 u- La —, ` W Z N pjrn m w Z N M or U U) W El ID Z N M C, TYP. @ CORNERS SIM. @ CONNECTIONS SIM. @ CONNECTIONS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft VIND SPEED (ULTIMATE) 14.0 H VIND SPEED (ALLOWABLE) 1100"PH8.4 M XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE Mn FEET) (-) VALUE DENOTES SUCTION a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 1 -60.99 1 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE:'/s" EXP. 1 1?Y16) or 1V32" EXP. 1 (33/16) TILE: 1%2" EXP. 1 f 3,6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", SHEATHING SHALL BE FASTENED " WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] 2x BLOCKING @ 24" O.C. MIN. (2) STRAPS 2x BLOCKING LOW ROOF/WALL� SHEATHING ATTACHED PER NAILING SCHEDULE LOW ROOF TRUSS W/— RAISED BOTTOM CHORD EXTENSION SEE TRUSS MANUF. SPEC'S FOR CONNECTIONS TO G.T. SECTION SCALE: 3/4"=V-0" 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. (2) 2x6 BLOCKING UNDER 2nd FLOOR WALL w/ SIMPSON LUS24-2 w/ (16) 16d NAILS AT EACH END BUMP OUTS 3 PLYWOOD FLOORING FLOOR G.T. SEE PLAN UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 wl (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 112" 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 HD31B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 114" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 wl (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** -- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/$" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V 1 (2) LGT2 14060-M 3770-F13500-M 3240-FI W/ 02) IbU JlNr,,tKJ to I LUGT2 13100-M 4520-F13100-M 3800-F (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME `X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 1010 605 12-10d I SPT24 1090 12-10d HCP2 590 1 555 1 12-1Cd x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS I �1 C INTERSECTIONS. SPLICING / ; TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY HARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN — ELEV—A SCALE: X"=1'-0" N` � � w 7 W c C= es Cc C.,D car -C3 _ •ap 4 ap C � - c CL., c� 0 a °i ay t. Pw �,ti o 0 ell CSSIO�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) E N o c) Q te 0 w w a) ) r- LL J LL. U- wn Z mc°' aW 13 y co N N ��°j 0 m w Z � Nz a � J IL ILW �n N V= O U 0 u) W ❑❑ V M n z N M 0 z o Q M _ a 4✓ � C) m o V wLh q06 I— u) v o I ,. ¢ I`" mJ g W _ E U oo U) C co ¢ ocl> �Q N �m cfl w M zS o S z Q a Qo E: ooz® g 'd t� � 8 o XU ao , � U ' o U za co E N o ww i M a❑ z QY ro� o Ow. z z ti to J am w z z z U Q o ¢ g a �W W � ire ao xG r- c z �a =r C7 J 00 5 yo a o03 .N O LO f6 Q Cr r 0- U s N m LO .S7 CV CD bo LO ci E CCN y �6 o z z E r u) c d 0 cc U _j Q p JOB NO: 22-06455 SCALE : AS NOTED SHEET NO, 6.1 (D(2) — TYP. @ HIP CORNERS ------------------� I I I I I I I II rvo \G/ I I j U U UCGYI •r�� � M �� TYP. U V I U.N.O. I I I I I I L------------------------------------ J r) U ENGINEERED CLADDING WIND PRESSURES AND SUUCTIONS FORM AN ROOFOHEIGHT <_T 5 ftND RSHPERASCEROF DESIGN ALLOWABLE JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r a=oft 10 HIP -35.94 1 -49.57 49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: (D SHINGLE: 3/6" EXP. 1 CY16) or t%32" EXP. 1 (3�116) TILE: 15/32" EXP. 1 (33"16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN f%Z', SHEATHING SHALL BE FASTENED L. L WITH ASTM F1667 RSRS-03 10d (2Y? x 0.131' NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=oft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 112" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 -10d x 1 1/21, B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6- WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1 0dx1 -1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12° EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22.10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2)LGT2 4060-M 3770-F 3500-M 3240-F w/ SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/(2) 16D SINKSRS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 112" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 12 - 10d SPT24 1 1090 1 1 12- 10d HCP2 1 590 1 555 1 12-10d x 1 1/21, 1 HHCP2 1 680 1 570 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 (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 02—(A)— INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW, TYP. AT INTERIOR BEARING U.N.O, ul Fx CONT LEDGER Cc c;o CN g LC) L13 :F; (D 0 (LU a 89 D cLo o +-j LO 4-1 SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV - A SCALE: J4"=1'-0" Cii as -o y W s a GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O a e vertical load Safe horizontal load \- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS F E € FORM & GROUT SOLID o O #5 BAR CONT. 8F12-1B/1T O ' LINTEL DETAIL SCALE = N.T.S. O 8'-8" LL O 4'-6" LL Ivry I r C.FILLED tLED WITH F =FILLED WITH #5 REBAR MIN. AT GI (1) REQ'D ALTERNATE POWERS GROUT /U=UNFILLED R = RECESSED CLEAR STEEL LINTEL c ° QTY. OF #5 d ° REBAR @ BOTTOM ° OF LINTEL CAVITY a = w ° 61 d° .M.U. #5 REBAR AT TOP MIN. (1) REQ'D L 1-1/2" CLEAR F 8 F 16- B/ 1 T d 4'-6" LL ° 60 Z d d 4 ° GROUT J t m NOMINAL.t QUANTITY OF ° 5 REBAR AT 0 L ~ , G WIDTH #5 REBAR AT ° O BOTTOM OF a � W _ TOP LINTEL CAVITY ij cwi r~n q 3'-8" LL NOMINA o "*-BOTTOM o W c; ul 4 L' HEIGHT REINFORCING ¢ ¢ U Z 7-5/8"ACTUAL PROVIDED IN a o w , �, 8" NOMINAL IDTH LINTEL F p O L ASRINDICATED OTTOM (VARIES) cn ?Ir d o MATERIALS c precas mtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION MIN. (E) 17'-4" LL O 9'-0" LL LINTEL PLAN SCALE: Y4"=1'-O" N N N C�6 W C w Cn ', o =. _�i ate` cam: 'jCOmyNc r++ <a o inCU -_CO,- a ct c CC `� c 3, ria y di � s c CM cCL ca E o, 0 r z� tit --. •: C 4 dp 4f tt�.�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 seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E a S N8 o % N ti :3 LOW to In r N n J Nrh'�r J LL 4 I _J ti w LL u- a Z - o d � w m W y 9 O ' (e N (p v Wr°n�O_j6' m w Z Z N N J z o< 8 W Ep z N � o Z a Q awow N m to z (D 0 L, 4-+ Ow Ln 3 r- tm � 3 I U o a, ° N sm O v, w c') z o ZZz Q E zo oo >� E z® U Zate) O E C11 a'-o wo 20 RZ az �w L - _ z Y �m m� o Z >z < zo � a`ni 3 S< �� CL3 Z W oLL �3 J o z <� 2F ;o oa z a a o~ o 3 0 � >Lo J CO d' cc cc co r Cr LL U m N ~ O � 04 NO '�^ .0 T � � iri Lo Z ccu Z E r" ( c a E r U Q o °i JOB NO : 22-06455 SCALE : AS NOTED SHEET NO. 7 --1 .i F_-R_ 17- 1 - i1 i.. i. „ 1.. II1if:� [ i%1-1I I - TI 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. CHEMICAL ATTENTION: 0 M CAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL E. CONSUMER U SEVERAL E S SE RAL 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 BUILDING A OF PART R BU ING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR, 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE, INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATERS EDGE, THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4,2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING, 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH, GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1- SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1,1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2. 2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD, 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC WIO LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1 A. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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 A6151 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-1-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-1851A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2" 1 Y2" X„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-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 BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4.2.3, GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG ) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = If 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1A WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 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 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O., (INTERIOR) STEM WALLS. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS = 140 MPH) MINIMUM. (V 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +24.9 PSF / -28.0 PSF 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF ' 4, 4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 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.C. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 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. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO D BMIT DRAWINGS THE OF MANUFACTURERSIGN,FABICATE "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF WITH THE"D. A ERECT IN ACCORDENGINEER 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSIITPI 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 718" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 118" THICK NOTE: 4. 4, 10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: „ „ 1 �� �� 1 �� FASTENING SHOULD BE TYPE W % DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1� SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH NEDAMA NE BOLTS GALVAIZSMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4. 5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy 2 ITH G90 NAIL DISTANCE FROM EDGE SHALL BE ". THIS SHALL APPLY TO BOTH CEILING AND WALL 8 A5 -87. GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-$7. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0,131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS SWITCHES ETC SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TOLLFAST INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. NOTE: 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 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 AJ.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 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318,1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigationlsprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 Concrete ouerpou� and mortar along the foundation perimeter must be removed be ore exterior sou treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. '.N C C4 a_ c o LU c ar- o , c m v fir_, a, w a- c E ccCN o ° 'f; r To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W vE O N (ppy, W N �Nb N N S Q 2 # u7 u JLLi� S2 w a Z -'0 Co c . Y m a Co N o O Z N co Z co un J a N OU Z co W ❑❑ v M zM N M o g z N z iz-� Q to z C9 0 �--+ C R3 w W o O w to U 2 I co F- e oil LU r g U o r~ ID tml � o to w C _ o z _ < U_ E E o0 <N z® E F co F- CI ^-CIL XO O¢ Wa �U U 0K O E N @ L a p az wo ¢ Z wW w � U� o �z o� 0 mo zw z � �2 "m a ° ¢w z cNn �O W � C Z 555 oaLL 0. a �w �k � aLL �I= o w1 > o C a 0 0 Z ^ J C) C� co f z r /� L_ ^ U vJ M ' ^! u O M N C:) I LU E5 Q v o- N O Q 3 LO 311 I 0 cn H Q N O a E E Cn L r7 0 v C 0 vl U O ry a •U J N LO ci v 0 0 a. N Lo bs 0 tz a m 0 v� THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 16GAx1-1 /2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o,c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:—) DOUBLE JOIST CONNECTION N.T.S. METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 O 5'-0" ¢ - c� STUB -OUT FOR 0 9 LO GAS METER 0 ' o �• U N O • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 1 U-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. 13'4" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x _ P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 90 2.0 2x _ lumber Double 2 x _ lumber SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16 code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I ltae 9" r1 Odl nail..- aAll n-c Q"/ Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges CONT. #5 BAR FILL CELL STD. 900 HOOK BOND BEAM w STD. 90° CONT. #5 BAR unnv #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION .—TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T,S. 1/8" min. }Small gap 2" min. 2" max. � 4" max. 4 Clinch nails when possible Tight fit — U 2x4/Plywood/OSB web stiffener required when indicated or - Hangers with side nailing, - Hangers with sides not containing top flange of joist. - Birdsmouth cuts. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over �—blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— it • • ■ • , -- ���� • • 6„ A 1�" ROUND HOLE MAY - BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" DO NOT CUT HOLES LARGER THAN ROUND IN CANTILEVERS. 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. 1Y2" 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 BESET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION, USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. When joists meet over wall, provide —1 3/4" minimum bearing for each. 2" min. 4" max. WEB STIFFENER N.T.S. Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate 0 BCI 5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI6000s011-7/8" BCI6500s0 9-1/2" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60e 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90sO 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d Plumbing Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc Backer block (12" wide min.) Nail with 10-10d nails. �nstall tight to top flange. Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange, 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1l4"-2" gap at bottom of top flange. flange. Web stiffnefas Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. SIMPSC w/ (22) . NAILS T 5/81 THRU BOLT SIMPSC w/(22)' NAILS T R TRUSS 'OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12/ META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS ° SEE PLAN FOR—"°• ° . • FOUNDATION INFO STEM FOUNDATION GRADE a A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF ° SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2 ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE /F PLUMBING LINE PENETRATION q a d L Q 4 �J •' a a 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 C C aa. n nv G a a a —II I l l '-- a SEE FND. PLN, SIZE & REINF. c.lo 6 y7g V✓ a w . V ' P 3 cc d- U q yp�T Gi9�¢8b i,'fip-� 37 -. �5c ..• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W .4 d E 0 M s 0 L- N W U - 0 ��rZ- 8 Z a r- a 0 o j fif N _� Z LMLW �2 m w � N z Q r Z N O U 0 W pp z N O � N oz �y N M z aCz v n 4—+ M •0 , w �N � S S w C) L.LI J L _ Z d c U9 u Y �® w M o U_ !L N Q E Z �� uJ �z 2 Z g ? =, I- rd X <¢ OCL � o�z Z o E N � ao ¢U L Q Ua=YU �zm0 Z 1 2 G zZ o ao p- mw W U �LL uj =3 o C�lo Cr .� 8 } x a O� 0 c ¢ 3 E� > IUD J O m cc co d„ T d m N L0 4-1 CO -0 04 O LO N LO iv M w � M N iri to o z Z E T Co c m d E U Q p ) JOB NO : 22-06455 SCALE : AS NOTED SHEET NO. SN 1 I — 3 13 W cc M CO r cnn 0 0 J L0 I N Cn 0 0 C CD / a d 0 S 0 c J ti 0 0 U i U .0) O 4 0 v U tz N N 0Cl- 0 ¢ m v cn 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE., TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & •� ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 T w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH <'' 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D a SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM _ ' a . -I i=I 1511 I=E m D D I =I_Q I=1 D7158-CLASS G or H, or ASTM I I- I I __I I --I I —� D • I I ° 'I—IIj,;,II D3161-CLASS F, IN �_� 12 ACCORDANCE w/ TABLE "I-III-1 '-1 I I �I 11 III=1 l i 111=11 I I �I I r (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) -1 ITI I Ii I RESIDENTIAL ROOF SHEATHING - SEE INSULArION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG _ _ FI FV VARIFS/I[�\ SEE TYP. WALL SECTION SCALE 3/4"=1'-0" 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W16X6 a NOTE: EXTEND W1AXW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 00 6 MIL VAPOR 1LII "oo BARRIER I , p 4 11 D• • — r COMP. SOIL. (COMPACTED TO 95% 11- MODIFIED PROCTOR T ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 NOOK (SEE 4„ V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" 53 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14„ PAVERS O.H.D. RECESS M •d ' T_-T� , ' . .. 4" I 00 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 013 5/8"OR 1/2" HIGH STRENGTH `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF „ �/ `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF s " " " BLOCKING @ 12" O,C. w/ 2 (U. .O 1/2 HIGH STRENGTH „ (U.N.O,) (OR � GYP. TYPE X @ ()12d TOE NAILS BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS, CONNECTIONS. 8"16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. zi 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'4' (R302.11) INDICATED ON THE PLAN, ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @FIELD , SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMILAR AT FOUNDATION ONLY' SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND `, ELEV. 0'-0" OIL (ALT: 1/2"12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F,F. Q.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS 211 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH Z, z 31i2"MIN. 3112" MIN. a ELEV.4-3 1/2" � � _ � , . ° n ° A.F.F. O s D D , ° 2x4 CONT. ° ° l,- a a A I I t=T(J—r �31/2"(min.)- 4" _ . ' III=L—I I-� 1/2"(min.)- 4„ d ° ` ° N ' 00 •,,-. ,—. u GARAGE DEPTH VARIES ° 31/2"(min. - 4" I _ —1 11_I I- 31/2"(min.) - 4"— a �`I' E lTl- (2) #5 CONT. - , I f'�I' f I, „' " I� (2) #5 CONT. 4�41 ' r`g - 4 14 8 GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MI SHEARWALL C TYPICAL BEARING WALL @ STEP rcC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ c�`'2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING VI P.T. STUD 2x BLOCKING HORIZONTALLY APPLICATION NOTE: INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR v INTERVALS VALE N 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL ADDITIONAL INFORMATION SEE CC/S3 OR cal LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 51MPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5!8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3l16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK, @ K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8"DIA. EXPANSION BOLT @24 It 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN, 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD *SIMPSON SP1 (6)1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP R4" MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600#) 2X PT PLATE #5 REINFORCING BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 N SPACED EVENLY FIBERMESH BAR W END OF 2 x PLATE WWF OR FIBERMESH N :_ w/ (10)10d NAILS 2x P.T. PLATE WEEP SCREED INSTALLED o „ TYP. c PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR U 41 -- s" D , ' ' D GRADE 40 MIN, Fy= 40ksi a GRADE N z_ #3 & #4 LAP SPLICE z co— — — p oD FINISH GRADE o0 25" MIN. LAP [30" MIN. LAP] IGRADE 60 MIN. Fy= 60ksi] a 4--in MONO OR STEMWALL —I? wFOOTING MONO SHOWN T ( p D d oo —t) I-II�— =1' FOR CLARITY ° ° _ _ _ 6 MIL VAPOR BARRIER — a —LII — R 1 7/8 r #5 REINFORCING BAR I -I —III D ° b I, -I I -_ I I! I III-� !!! I I-LI-f-I-1.,Zf• • •! I I' N Z - I Tff�I I I I f -I 11-T #5 LAP SPLICE n r- � /2 #5 CONT. - NOTE: ° n � _-i I —III—III—! � !_! � !=1 ! � •• � rJ. L !1! \ ) *FOR BEARING WALL !=! = c.t _ D p t 36" MIN. LAP 136" MIN. LAP] ON 3" CHAIRS „ COMP. SOIL. (COMPACTED TO _ _ 8 1-4 8' W/ UPLIFT ONLY I (i = I r 95% MODIFIED PROCTOR ASTM I I— I -- I TLT� 10" (TYP.) =! III I !=I I I D1557) I—III— - " 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK !III!IIII !IIIIIIIIIII I _—,!i! �il!-1!!-- 1— #6LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4770" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4 av GRADE 00 _ — v • _ -(1) #5 REBAR w/ OPT. 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 1311 O.H.D, RECESS a CV ' M T 60 1=1 %t -111=11 : z. I•� l l ,.,: SEE A/S3 OR J/S6 I II 11T1 I J. I , I II 1= FOR REINF. INFO, 3" MIN. CLEARANCE V-4" (1 STC RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP: WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" 53 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" 53 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH T� 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x x X CONNECTION INFO ' SEE PLAN FOR x x &LAYOUT DESIGN ° — TOP OF BEAM SEE ROOF PLAN d — - =- — °' ' ° ' d a (2) HTS20 FOR STRUCTURAL BEAM SIZE & NU. ' a CONNECTION INFO e M — 4 a I - P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALA& INTERIOR -311 ° °T CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB °d e 00 C co 6 MIL VAPOR I�'-711 BARRIER 2x4 #2 SYP P.T. FRAMING w/ ' MIN 7/16" O.S•B. SHEATHING SEE A/S3/J/S6 g z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE a ¢ SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 2X STUDS @ 24' O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR °' w/ 1/4"0"TAPCONS � MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD _ --INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' ON FLOOR PLAN w - SIZE VARIES PER PLAN co CONT. BEAD SEALANT ¢ > w/ MIN. (2) #5 VERTICALS 00 z GRADE a ° > -j FILLED SOLID (SEE PLAN FOR ° 6 x 6 W1.4 x W1.4 ca LU SIZE AND REINFORCEMENT) 0 1-Uj = 1 ! ! ° 4 • WWF OR FIBERMESH <"' W Z I- W o I_ I,!;III 111 111,l!il_ z a. BRICK PAVERS or SLAB PER oWUj �W O o = V _! =! • V ° a • • — ° 0'-0" FIN. FLR. COMMUNITY SPECS 11 —III U I Imo! 4 r ! I=i I!-=1 ! != -I I !— —I M — _! I - w FOOTING -I v -! I�—I I— BEYOND ,, , .. ,:.. .. PAD REINFORCEMENT 3" MIN, CLEARANCE :' : • ' , SEE SCHEDULE INTERIOR •i : i NON-BRG. K"I �K TAPERED i i i •COLUMN > u o; m ,Nc �=coo -3E N d ,s 0d cc v ' d, o �•:J CV a >,- O � m <. 'a Cam` t To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) W �E O _N CO _N m 00Lo M LL7 a cn r � � ••, a ,^ to =� LL w J LL Li: d NC aNC Z `°_°' to 0 j (a N � WW 02 o rnm W Z IL 05 m w 00M � d z < U U c W ❑❑ z N o o0 z z o Q �* J — d. N 0 O In Q c " � v7 v a ✓ WW J E L U = °Ji U 0 • c � �® �W M zoCID Z i '•L �E E w ��Z® �z g o ❑a t— X O o¢ 0 0 az N @ ¢? IT sr.. .- ado -M '0 C - < . 0 J W , ZE z Z J �m �N �w ¢a U a Q z 0W W w w U � IIIw o =1< a°° o O N > L , O0) d' T ca `` i� 0- T 0-U) U vJ o N m itO ' O r '� O CO r � N N � T Q T ^ ui E j N Lo o z z E T fN o' U Q -j JOB NO: 22-06455 SCALE : AS NOTED SHEET NO. S3 (MONO) �J- Uj Cn 0 LO 0 0 B rn a 4 E (— E O i 0 0 cal 0 i 0 v U J N 0 0 CD a 0 v (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 DOUBLE 2x TOP PLATE --1 ( )� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/81, 8" SOLID AREAS ARE ❑ 7 5/8" 8" TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR� ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1l4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" 0/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/ �j 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 li I SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING —/ FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" 0/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD1A\ 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL TO DRAIN CL DOOR OPENING DOOR OPENING EXTERIOR ❑ ❑ WALL CLEAN-OUT(�'A SDI WALL ❑ ❑ ❑ SCALE: N.T.S. ❑ 1 IT 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN, TYPICAL SECTION THRU WINDOWKB MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK M(1)#5 FOR CONCRETE PLACEMENT 7 a d a d a 0 O d d d g STD.9d*HOOK 8' LINTEL BEAM WI (1) #5 CONT. IN OPENINGS GREATER THAN 64" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1❑ 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. 2❑ VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. �3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'4' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J W > FORM CREATES CONCRETE RECESS TO 2x4 NO RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a SCALE: N.T.S. d 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. 96 3/8" 88" 71" 58" 41" 34" 10" 0014 31/2"- 2x CRIPPLES @ --I 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP, DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -(L VERTICAL JAM 5/8"DIA, x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP a IARAGE IOOR vvvr, r r.n1.,r% W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (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 ri_N� `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER o 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. �R SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SLI SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS d �d LINTEL 12 (TYP') SEE ELEV. llz SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD \�J SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING ( ) Lu O/C FIELD ?a2x TOP PLATE V 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT Q.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL" W/ STD. 900 HOOK IN K.O. BLOCK _dt— 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 SPL10d @ 3" O.C. (14 ICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED \� r10d @ 8" 0/C ��S'Te. . ATTACH ALL -' EXTERIOR STUDS W/ 1,416d TOENAILS TOY6PPLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �+ A F= 2240 LBS �7'+ SIMPSON (C 1 P.T. ATE almrwly �r4 SP2 SIMPSON 101 ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAI LED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 J M. \2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 5/8"xl0" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" \GGERED 3OLTS @ 24" O.C. �X 2X P.T. PLATE SCALE: N.T.S. 54 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. 1 & NUT 'OXIED A.T.R. 1&NUT OXIED A.T.R. 1&NUT C ROOF TRUSS ABOVE % 2X BLOCKING 0 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" Q.C. MASONRY WALL �10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED 2X8 P.T. BOTTOM PLATE D 518"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" — PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. 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 1 SCALE: N.T.S. c o � � O = E A „ a aha i ) a j h A, , a cQ,jo ��'i / u' � ✓, �� C'V r e z) . FLU 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. Im W +� gr EE p -,8 .4 V 91 �pC1 tip+ W 2 N 0 y} � innti � Cq 0 � w W W LL D Z a w ct m c q L Q W W 'o�� o 1 W 0 Z 1L OD a U') N ZIL Z N OU < o W 1113 Z N M z !0a o z o � Q J N M z v 4-, (Q w m V Ow � �t/7 V) I rn c� w J r- - E - � 8 L I I U O W co r. 0 Q c Q N 0 e I� o W M m z o z z --I c E _0 Zo z® 14 Q O U wz r oa: CO ~C1 o u w o 11U $d O CJ L azz wo az E� yam-. I CO C ¢❑ U ma F 0 OLL Z ua J co ¢m o2 �z 3 a � Qo 3 y� =3 j CD a �t zIa 83 a) 'L J O rn m c9 0) = �T..��.. 10-1 T U T m N LO O CD LO r Q ^ r ui m z O C4 LO d Z z E T— d E U Q p J JOB NO : 22-06455 SCALE : AS NOTED SHEET NO. S4 v J W I to 110 to 21 0 t%! 0 .a 0 J LO 0 N 0 Q 3 (Q CV C7 o. E N E 0 L 0 C O 0 i m U N 0 d 0 J tz 0 0 0 CV cV N u7 0 0 SIMPSON HGAM1( W/ (4)1/4"x1 112" SDS SCREWS TO BLOCKING & (2 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS �:�' 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8-0 O/C EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT @ •• AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. GE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/3 () 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (E2N1DOd TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD T AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM D OS SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 1 w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND RI NAILING SCHEDULE FOR SHEATHING DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2)1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. • AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED {2) 16d NAILS W/ (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 1Odx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT @ 48" 0 C 2x4 "T" ON TOP OF PANEL (2)16d NAILS @ 48" O.C. I I INSTALLED PER MANUF. I I WEEP SCREED FROM EA, END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"xl 1/2" SDS SCREWS TO —� MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/G TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION_ 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. 55 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR A M M X-BRACING, AND TOP - SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION - `° 00 ;o SCHEDULE FOR Ix SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1 1 � (2) 16d NAILS 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING % RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA, TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW " (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE 2 16d NAILS ( ) 2X4 BLOCKING @ 24" ( D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2" OR EQUAL ) (D = 0.207� L = 41/2', ) OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) D ) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-o" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 i IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT .,.,, • , ,.......... .... . , .,,., ,.,, .� �. ,�,,,.,.,� 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. V MY i LJ L/"11111YL.1 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2X4 #2 SYP w/ 1 Od XO.131"@8"0.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 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 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d ( NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL) I LL= BLOCKING, FASTEN WITH L— 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2)12d TOENAILS SECTION ("9 —F'k° SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2)16d PER JOINT \--MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) a 1 a BRACING w/ (3)1 Od x 3" AT s • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. Cal NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 3'-0"- 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKTwl (4) 1/4"x1 1/2" SIDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"-l'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 � 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7 BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS ii TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. �I 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) 7' 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 ( 1 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 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) 7' 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 ( 1 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 CI -A -a d- d -a � W fl. j. Q aj .M. o `t: a v •o . •.t18q��S�5Sfp�SiP3g� •. ' ° •C�1 ! v 11 <' Flo r . ° E O4 e S S To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �E a g o AN O 20 0 ti 0 2 -- 0) N W N �tir9 c§ M (`N') v * � .4 LL W qu_u- W o Z L mo 0 Y Oi > 'Ry N to W m 05 CP Z N N Z Q N Z O0 U 0 rn W Z N O o z iz N 93 z o � — a ,n N M V I W � � +-d If>3 F N '�• V O W oOft Ln Ln ram— in U � W J Rig a L Qj 4 0 w M C!, zo3 Z ¢ Q E E 8 oLL Fz- z" oa N E �, I- Qz it o WZ W L - CD ¢ z O� m 0 o QW 23 S�aZ W 3 Qo NW EL �� r3 o w¢ >° CO cY zo l a � �O i >� J C) co Cr L.L m Ln O M . N O CD N r Q of rn N 1.t;) o Z M T-- CU FL E v ¢ o JOB NO: 22-06455 SCALE : AS NOTED SHEET NO. S5 FOR UNDERLAYMENT ROOF FLASHING AND ROOF FLASHING COMPONENTS REQUIREMENTS SEE R905.1.1 TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. CODE 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or 12 H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION ,-,Z7 (2020) RESIDENTIAL INSULATIO ROOF SHEATHING - SEE BAFFLE SCHEDULE - [RSH] - ON FRAMING SHEET FOR INSULATION P SHEATHING AND FASTENERS CHART ON FLOOR PLAN 11 ALUMINUM DRIP EDGE ` ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE STRUCTURAL SOFFIT SHEET SS CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ 1x2 NAILER CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS LU o = O U) 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d LOU, LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O,C. FIELD II INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/TYPE 2-M-W I CHART ON FLOOR PLAN OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR g R AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL S�S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS, FLOOR SYSTEM ---METAL SEAT ER PLAN 0 OR FELT �7 PAPER FOR - V MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" a,4 . GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WIB --� INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONIC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY N•.•-� .=tea.— .e '._ 'd d .• COA. - L II— I I 1 I I— I I— I I a '•'a' a 6x6W1AxW1.4 I — :d 4 WWF OR FIBERMESH�I I i I�TI I I I II I a I a° -III�T-11 STD. 90 HOOK (SEE DETAIL) 8"x8"X1&" C0NC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M 2 U 4"x4" INSPECTION PORT AT ix EACH FILL CELL TYPICAL LU AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR 7 CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE INISH GRADE STD. 90 °HOOK (3) # 5 REBAR ON 3" CHAIR 1 ' "' (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2—STORY WALL SECTION ri REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------_._._. BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. /, \, 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. IOR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY, "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING 1TO BOTTOM PLATE/CHORD W/ 8d @4"OIC, 2 ROWS STAGGERED E S6 O0 FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED 4 z PLAN INSTALLED PER MANUF. 211x411CROSS BRACE @ 48° SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION @ MASONRY 1 ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" I:71 TZ67►�9 DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10-4' (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN, SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH y a a - III' ANCE 8 i�[� 1 I � III 81—f �Llm �'` 1 CLEARW/ 3" M N . „ !I e, II CHAIR W/ 3 MIN. INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSURE ( x II SHEATHING PROVIDE II II BLOCKING AS REQUIRED PERt D w a SECTION X-X IF II II _ NOT FULL a HEIGHT SHEETII II co 0 Z I II II �I T IL G FLOOR SYST M f(2)- 2x TOP PLATE BEYOND I F - - •I•F- T � II— I I 15/32"SB 1 F EXPOSURE EXPO UR � SHEATHING Lu IIII II I SOLID 2x IIIIII Il II II i BLOCKINGSHEATHING ALL o G co EDGES (SEE OPENINGJIL SECTION X-Xz1zcrW_III xII 2x STUDS W III II II II BEYOND. SEE PLAN o III 1 1 1 II I II I it II I I II ILA-1_IILI 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IA/AI 1 1­1 r1/A"1-%KI I'11Af-%r1AAA 3/8" "S" = NAIL 3/8" SPACING Z--,, 3/4" S 1/2, S 1 /2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2)12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VfRTI .AI BI xIN(; SECTION X-X 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) AxTFR\ WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM f" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANY8". ? ® NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z lL 2 O NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O QD NAIL INTERIOR AT 6" O.C. w18d COMMON NAIL. u=i O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL J u0j LL W- O O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER F 0 0o N w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. in a � 2 LL r QG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL z N w O LL O~ MEMBER IF GABLE END LC c U W NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME_ WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH e ,G . • A. ', •d a .. .i w a a' Cl) -III—III—III—I I d A. III-1 I I—III I . I III IIIIIIIIIIIII 9 n� a '• ' (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END (1 (2 (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 00 _— 4 T @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. C=' c� InA cw W, i rC O o ( w `4 - - z--_, , en >c r; LA., a. 3:as as h3 CD w ,y m 31� u �o= � E /t!p ,, n4 r� ram. e a'� fiFi{4 y5y"< 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 potions of the drawing pages bearing Engineer's signature and seal. W SEE a R, C')U o V d = N 0 09 : 0 U) r- M N M d W a =L W U. W d J - W Z — o a -ac 0"so 0 Z a -N�_ o p W Z cc N N Z ¢ J OU v W ❑❑ Z N M o o z W N z o � J — N M � z v Q)' C9 0 LL l T v3 W e � V 0 w o Ln f>3 ru W NOF- J E S t U) IM�® Of o 00 w M a z J LL ce E w o o0 Z� y QO Q N V 2 1W 5L �® O ll Up H 'd — ga x. � ov o O N (d � o12 o `0 m U C C .00 zz z ai J a < � z ul Cn zs o� > SSSS o a �E -,U a NW W ) ly o _ NW <;o =3 � � f. Z. a 03 > I.i') 0 rn CU ro 0 T ^ Cr r a ) m LO •F-+ r Cf7 N ai !Z4 LO o ccaa C:E a 0 ¢ o JOB NO : 22-06455 SCALE : AS NOTED SHEET NO. S6 (MONO) SCALE: ' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TRE)ED\ i GLUED A NAIL 2xDRAFT S P2x4 PT NOTCHED INTO 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCO INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT \11x4 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS \ GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW _ SCALE: 4" = 1'-0" V VMLL J —A ALIGN THIS STUD WITH IT FACE OF 2ND RISER -_ i I i T ,\ i SYP CUT TO FIT ARS IN WALL I --2x12 SYP I BEARS IN WALL 1 ' 2x6 SYP / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) IZ (I EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER r 3/4" RISER CUT TO FIT MAINTAIN BETWEEN -1" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER [SIDE) TO BOTTOM EDGE OF 2x12 STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP / —2x8 SYP DRYWALL STOP MUST 1 NOT TOUCH STRINGERS i � 1 1 4-2x4 BLOCKING FOR 2x12 Cr —2x4 PT UNDER 2x12 I ( ROVIDE MOISTURE ' PROTECTION LATTACH ALL COMPONENTS / STAIR TO CONC. W/ 4" X TAPCONS @ MAX. 32" O.C. --ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/"X \ NAILED TO STRINGER 2 4" TAPCONS @ MAX. 32" O.C. \ / GA""� TOP OF STRINGER ' 1x4 GLUED AND NAILED TO STRINGER /� \ 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP \ MUST NOT TOUCH ' i STRINGERS G E � I I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP / \ (SIMPSON MTS12 w/ I PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" D NAILED TO FLOOR WITH GLU NAILS) STRINGER CONTACT POINTS \ / SECTION VIEW "D" SCALE: V = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" SECTION D—D SCALE: 1" =1'-0" -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEE 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS B If-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L4"GLUED AND NAILED TO STRINGER \ i �R'OR DRYWALL SPACING H SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW SCALE: 4" = 1'-0" 3/4 PLYWC ON DECK -2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCK[ NOTE: 2x8 ' i DRYWALL STOP NOT SHOWN / STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR GIRDER, FIELD VERIFY _ L-(2) LAYER a' EDGE GOLD OPTION: 2X4 CUT ON OSS OR PLYWOOD BEVEL GLUED AND OR 1 T'X16" LVL NAILED TO SUPPORT ATTACHED W/ 12d NAILS W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" CONN. TO BOTT OF NEWEL POST PER CONTRACT F-1 PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. :L POST LET INTO ;LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) LOOR TRUSSES NEWEL POST BLOCKING F SECTION VIEW SCALE: 7" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT - TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X BL/ 2X STRING�R OCKING PSON MTS12 w/ I 10d x 1 1/2" Al I h 3 D D OR 2X BL05KING RISW VARI E ECTION VIEW "H" SCALE: 1" = 1'-0" c*a f;J 4Rd � ases. c d =o , r LJJlu = .a'm :P< y cn C y � C ftS f ar i is y?u a c w.. 0 OVA +.1 m C46 V Y at UA (� e n0 V LU +� �Pa To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W aE 0 M Q $ o C N N di aj cN C3 z552 u' Q C J u- W 5 tL LL 5 p I� J 13 w @� � o N W 02my, W co . M 3 L0 `n Cl) Z 0 d I L ZN OU < U W CID CD M r z N M �I o� z N z o � J i7; U) M 0 zCz Q C9 �- m w m " U 0 W g cn �_ �N U H J E N 4 z U o 0 o W M 00 z < L_ O E ZO �° wz YN Z® oa v <= WK f— � � XO dr �U O z L Q tY � � � O m a z - a�i io az y —� co7 a ° og �Z g Q 9 Neu W w¢ =3 J � 5 a= c ° LO Oo� m ch L_ (7) CO d. r Cr �- U 0 N ~ 0 r%l CY) N O LO ui T N LO o Z Z E T c i1 o .. a ai J U Q 0 J JOB NO: 22-06455 SCALE : AS NOTED SHEEP NO. ST W t a n 0 o- a J LO 0 0 0 c) 9 0 3 Q r— d a. E 9 cn 0 0 0 c '3 v 0 U U .a a 0 6 0 0 0 0- 9 r` N, 0 a m d 0 DOOR JAMB (REFERTO DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER PRODUCT 1x4 1/2" DRYWALL TO PRODUCT TO PRODUCT FOR CONN. / APPROVAL FOR CONN. APPROVAL FOR CONN.APPROVAL &X41"RYWALL x4 P.T. 3/16"0 X 3" LONG , !x FURRING ROWS 3/16" 3-1/2" 1 X 4 FURRING 3-1/4" LONG X 3116"0FURRING TAPCONS (2) x INTO STAGGERED @ 16" TAPCON 16" O.C. & 4" 2X8 BLOCON. BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN. j /% 2x8 P.T. w/ (2) ROWS 3/16" TO PRODUCT APPROVAL FOR CONN. / / j! (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & %�i// x 3-1/2" TAPCON 16" O.C. & 4" FROM ECH END w/ MIN. 2" EDGE DIST. 1x4 FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. 2x8" 2x DETAIL 2 1/4 " DETAIL STAGGERED @ 12" O.C. 3-1/4 DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW, INSTALLATION DETAILS OR THRU -� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 114" MAX IT SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK — WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO K.) Z-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 191 2 x 8 VERT. W/ (2)1 Od NAILS AT EA. END ----- __� LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL rK SCALE: N.T.S. SS .- SECTION A -A 8" 1/4" x 31 /4" TAPCONS -LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED -2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)1 Od NAILS - AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 81' 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 PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REBr (TYP,) STD. 90' HOOK ±5n NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" 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 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. N - ;.;.``:=`�`::..:. 611 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 MAYBE 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. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —/ IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" Qs") #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL i r. i L FILLED CELL PER FOUNDATION PLAN r YP.) THE :S BRG WALL TYPE T- PER PLAN I I F CHANNEL, -4-,_ UNACCEPTABLE INSTALLTION DO NOT DO THIS o� e® #5 REBAR (TYP,) .1® e® ®1 ee 1e '.®D. 90° HOOK (TYP.) e® @ FIRST COURSE eeo e° 1e 1e 2"x BOT. PLATE W/ (2)1 Old @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O,C. EDGES AND 12" O.C. FIELD /—ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED r-2x BAND JOIST W/ FACE NAIL 1Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C, w/ (4)1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW FASTENED PER i NOTE 2 BELOW—L-A--1- 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 DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM, INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT / SF01 SCALE: 3/4" = 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 OCCURS WITH MIN. 3 COVER 6-0" p p A — — g • =1 I 11 f=1TI= �11_� GRADE p - a Cl) P z_ CV 2 • C. a' p (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 01 SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" + + + + + + + + + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL—' I/ III SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �\ + SUPPORT SOFFIT / CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 41.011) SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 W/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8u DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3, - 1 a z O U) U_ O LU U_ U FILL 1st 4 COURSES SOLID W/GROUT a d d a FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. d ' d"'' %• OVERHAN �5. d' d. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-011 51-0" .A ... I Y A p .. #5 BAR011 >� D. 1-01, ° ° CENTERED W/ 9 H IN TOP o .11r : KNOCKOUT / �t ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS e CLEAN FILL .> A • °. DIRT z °• ° STANDARD c� e ° N #5 BAR IN 90HOOK FILLED CELL, , 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' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT EXISTING FOOTING A SECTION j SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. C-9 0 twill Cl) W` ;Y R L3 N �ti a rn'cc CP � d d o = a 0 AA r ill• aSir�A � � N0 ti To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W or E U W ( N 5 u7 ? N W 0- - NoLL N Q C J LL W M Li. z c a Z � �o � i, �=9z O -rn m Lu Z N z° ¢ J uW us n Z N OU 0 W El El o g z00 z o Q J N c� L c� LU Q F g g O LULn wa 1— — EE MINW J I S L `! c Q N 0 o c C" M M �w z U Z Z g IJL zo �� >N <o Cl. E U �® oU O L <� a C, o Q wz rr � C ¢ o ZZz p Y ma �. z ^ U w Z ¢ J <' W 2. fn a8 H W z Z g o o< -z WQ 3 U r '0 C 5 a > L() Q m L � co � T— Q r T— 0 m �. LO 4_j M04 N N LO ai N m i6 o z z E �• i6 r cc d U J -00 JOB NO : 22-06455 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS, 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH G TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — DIRECTION TYP. A CHORD AT ALL HAND FRAMED AREAS TYP. ---LWOOD TRUSS = A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" X; (2) #5's CONT. T&B w/ 411 #3 STIRRUPS AT 4'-0" ---- WHEN DEPTH a < a EXCEEDS 30"GRADE - - -- w CV z V-4" PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX �3 VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5Aw/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) x 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT—j CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP w - — - 4° z U II Q- J PORCH SLAB SEE 70A ° � N FOUNDATION PLAN w -i-- U) 2 z (2) #5's CONT. T&B ,: w -� / #3 I T - z w STIRRUPS A � ° i - N 4'-1 WHEN DEPTH 6 • ° '2 LOWER OR EXCEEDS 30 GARAGE SLAB 1, SEE PLAN LARGE STEP DOWN SCALE: N.T.S. SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A —A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION STEE PLAN EXTEND SLAB 1 1/2" w (2) #5's CONT. T&B w/ 4r, #3 STIRRUPS AT 4'-0" III=,i ° WHEN DEPTH PORCH SLAB SEE —i 7 FOUNDATION PLAN EXCEEDS 30 GRADE -- 1'-4" 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY A N Y z O Q w J w w w INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED i f MASONRY KN i COURSES w/ i I w/ (1) #5 CON 1 1 REQ'D @ MID 1 rl 1 1 II �1 1 I I I 1 I I I I I i n , a 8 a l° ASONRY TOP T. ABOVE M SO R TO CMU BASE OR PIER SEE FLOOR PER ELEVATION IF PLAN FOR COLUMN I INFO EE WALL MAX 3 = K.O. COURSE CMU BASE W/ (1) #5 j j FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED 1 1 MAX 3 SOLID. SEE ELEV. j j COURSE FOR BASE SIZE (3) #5's EA. WAY i FF. j 1 1 °-: d ° • c ° ° ° ° Ak SLAB PORCH SLAB SEE — FOUNDATION PLAN— LEVEL— -- TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" (2) #5's CONT T&B w/ z N _ CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER KNEEWALL OPT. ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILLr16 SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INFI EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22�� SCALE: N.T.S. -------j — SEE PLAN SIMPSON HUC410 w/ (14) FOR CANT. 16d INTO HEADER & (6) 1 10d INTO BEAM - SEE I I I I ROOF PLAN FOR MORE I INFO SEE FLOOR PLAN FOR I I I COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE CONNECTION INFO ___ __ REQ'D ONLY WHEN I — — — J L-- I I INDICATED BM. L--- — ----� — ---� L SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDEION PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT a SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER c SEE FOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: N.T.S. WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ i ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 SCALE: N.T.S. 2X4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 11 NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d / • NAILS OR IF 2 PLY TRUSS —t SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE. 1/2 - 1-0 Y2' CDX PLYWOOD OR %s' O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES — �� • - • I . ----�—r --.1— • - i ' • � �,,.�-.1—�—••--'<<�---�_- -..� -�---�---_r=�.-----��-=-ram MIDDLE GARAGE OR LOWER SLAB SEE PLAN COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. RUSS/ ARrOP WAL `FBEE PLAN MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS —2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR J-BOLT OR X2" TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT MAIN HOUSE SLAB (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" 11 SECTION GARAGE MONO 21 SCALE: N.T.S. e C*4, � o 3 t0� _... . off® a y � _ go CD CD i Ca`aall :frsl`+. F., �'•'� � r,C�ii � s rR! U O . �'- 6�y 6• F ff�f�r C_ S S 10 i� 's %rr///altllttat�`�`�® 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a� W 0 4 8 O N O 5 Y � � N 0 0 ��,� N N C ik LL Q J LL LL W � n. — 6 EW1 Y CLL .z W C � ul y�o �0 7 N O p rrn W �� m W Z �' N Z ¢co K ,^ N O U v O ZV W 00 V M � Z N o z � N am to z o Q J — LN N � z a �-1 U o Q) LU � U OV) O^ r.0 s Ly N v LLr sly _ � �® m Y o Q O �w M z= z U_ E g U 0 �� Z ❑a =o zXU N L as ¢ p ¢ O� W W @ C z Yz U m 2 o z Z .I z N ¢ W oa 3z W U �o a =w �� N z T O �Y¢ 9 �o mi O Ir � w zl�a M 3 12 Ln J 0 rn c� CID r oo-N ^ U U) s N m LO O CO N o .0 N LO ai E 04 � bi LO o z Z T 2 ca c a- U J Q 0 JOB NO: 22-06455 SCALE : AS NOTED SHEET NO. D 1 SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL •° BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS IS INSTALLED). SCALE: N.T.S. SCALE: N.T.S. G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD O SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d _11 11 A NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN �E 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF STEP DOWN LOCATION, MIN 7" LAT SPF EMBEDMENT PAST STEP. E PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 _ EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS a 2 x 4 #2 SPF STUDS B O INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F Np F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. D 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE g" 1 SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE rj FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (2) 10d TOENAILS AT EACH 2) 12dTOENAILS. EXTERIOR HEADERS END OF SILL (MAX. OPENING :, (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING A LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 _ MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH ' SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK f FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. a� 2nd FLOOR W/ HIGH BM r9 SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL �A BELOW AND ALT. BLOCKING INFO 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT 11 j SURFACE I Q 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO A. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN I SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. a@ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. L SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) N SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP1;iOPENING L, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS(1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB(1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1 /4" x2 1/4" TAPCONS r' ; FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2K CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. )R 2 PLY GIRDER IUSS. SEE PLAN FOR )NNECTION. E-E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. PLAN FOR CONN. SEE PLAN FOR NAILING AREA (TYP.) COL. SIZE (2) SIMPSON MST37 ' / STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) I I I I SEE PLAN FOR I I I I COL. SIZE I I I I ...... ___ SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ .. MIN. 6" EMBEDMENT Si SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. a@ GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. A SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED 3 HEADER CONN. @ 2nd FLOOR(4 SCALE: N.T.S. DOUBLE 2x4 TOP PLATE 2 WS10d@ 3" 0/C �c FN TOP SPLICE N. PROVIDE 2x4 ON TOP OF 2x8 TO ° BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND DOUBLE AGAINST 2x8 2x8 TOP STUDS PLATE 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT• CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT: DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 / 11 SYP U.N.O. 1 \ J 2xCONT. T&B (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION — SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION — SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. \ I I BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER � (IF CRIPPLES ARE LESS THAN 8" I LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE �STUDS @ 16" O.C. ALT. HEADER ANCHOR 8 SCALE: N.T.S. t CIA ago vs co o *- N � dC15 g c Z. N ac .,_ 1 0 CD .. f" /fir `,�..`'� �•.y+� =< _ U rah O� U .., .": A `T L F O E S S 1 lrtgf!!! I I 110 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. WE 0 a � 0 � �o a M a co3L.L � LU � o_ o o W Do ��UJ o W ngpj°' m Z c; M Z a L J N z O U U O W M .ff z � c%� 0 z S z o � a a N M U) � z v CD 0 LL � tC5 w � U Q L.0 S NAM 04 a— I.I MINC z = s c4 U o °� Q N O O C w CO cM zo Z g U- E o 00 ® oa i— — O E XO 04 =O O 0< XZ NQZ L a0 .0fu wZ � C ^ C OY U y0 w O� Z }z z 0� �� rn CL o< Zz 5° a W w W U ao 1k o w �o O _N n r ° 3 �Q > LO J O 4i co T � � r m LO 4-0 O � CO N NO LO ui m CCq M j6 L o Z z E T 'n 2 m d 'aa? U Q d —r JOB NO: 22-06455 SCALE : AS NOTED SHEET NO. D2 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 2) 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED ZZZ PER CODE 6) TOOLED SEALANT I REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure) resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape S DO NO' BOTTO FLANGE WEATHER JE BARRIER & ;ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN ---- OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as # In each detail that corresponds to the numbered items in the list o in below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1 l.11V1I11YV LASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN SLOPE a a V-4" PER PLAN V-0" PER PLAN Q ' 8 SHOWER SEAT SELF-ADHEF MA EM SELF -ADHERED FLASHING OUTSIDE CORNER 4 w > Z Q IX � a = w L U W w a uJ w LU O to DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR, ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING - SELF -ADHERED FLASHING SUBFLOOR I:�IuPL�R^�i 1�0 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING ITCH HERED FLASHING 1 2 4 5I I I I V I I V 1 I I IENt PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703A. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means 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 ME 11 other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied - horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The ' No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1' 1\�l building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 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, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING ----,,,,applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to 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 (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 REEASE PAPER TO EXPOSE AD ADHESIVE OWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1,Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 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. INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 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. W ter Resistant Barrier 7.7.At built-in autters. d a FOUNDATION WEEP SCREED -STRIP OF SAF DRAINAGE PLANE WRB iBOND BREAK WRB SF LATH i- WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER i3-1/2" INCH FLANGE THIS NATO DO N DRIP ACCE SOFFIT/CANTILEVER a Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - - - - - - BOND BREAK WEATHER RESISTANT BARRIER- - - - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N cw C= ILU 3 W �a a� Ll N m as C 1.1.. d cc N fl N d © ecs 2 N d Cc © `. CV 0 c� ti N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N E U o CON pp o A 0 oo N N ��� N ti 0 M NO � � J LL Q M V o -i LL w ii Z 13 �w d �a6' a m o z 1%L W r .- o og�� o .Z IL co Z� 0 m w co Q Z LO N OU O W 00 Z N M 0 0 Z M Z � Q � rz � ^ ' N z a U W 8 is w U -� O $ Ul c �V) U3 fD wigU r- w � r-- - E - s 8 _ _ a C NCo 1� Q N m ® o �Z M z¢ Z z 4 J LL (e zc o Im� y o U -° �I z® oa l- C ¢o X �a w¢ O g Z ZC d E L ¢Z <g wZ �� wg ro N = .Y = U m o � o Zti Z _ W CIO W m <°� ¢ W gZ fq ono d OLL� NW U >& ~� Q0 =~ el 3 J � r� � Q a v °a °1 I* >U) J C °' c� CO T � vJ m tV LO f- 4-1 CM N O CCU -0 -� N U) r Q T- r- a) M w N iri LO o Z Z E r- w <a ro a E U � -a Q p -.1 JOB NO : 22-06455 SCALE : AS NOTED SHEET NO. WP1 Mounting BradWs (10 Gau i +112e X 41 t2' x 2-12" See Armhor 1 W Oiaa A325 Ga (Typh) Back grass Support (May be cut to W) ght Braid (16 Gauge) #14 5elf-Drilling Screws AtC Urit Bottom Edge HtlPileat�e Strstp ( yiyi$S I( 111 ffi0lnt) Self-�lxkirto. Nuts. I "r✓ IMa 7 be cut to W) Left Brack t �Ga eta � 0+) fleliSelf-D(jjjnq5trevus'rhru:Bracietsi$r Wick Cross 'Support into A/C Unit 8ottorn Side` (Typical! 3 each side for hurrkane use) INSTALLATIONt l sprritc uaadFaeipn ,Tyut..,vt -:<>ee �mrL�i wits. rat }iwsiaa¢ lUe &vat i�aea 54.r1 i?zrrylt4g aap�able IgIQN Ragtfeu see all rl *h Florida Department of Business & Professional Regulation Paget at Building Codes and Standards lzt10r,'0$i PrtsductApprovel Application Detall Coe enuh, a )71", Deeds Dae Petldlno D" version Manufacturer COmaot Incliner& Llceirse yiedd"ee Validated. B"Md FBC Approval Aobroved ye( 19i Al6mretle, 2020 Smart Vent Products,. Ire, Mcb al Graham HainesF Nor-P.E- Locke Bavdern P.E. 1?f1.612020 12718/20R7 12f26f2020 Appr lad Category: Structural Components (677)441-6366 PEE73778 (334)30CII800 Subcategory: Products Introduced as a Result of iMocarrenventeem Now Tadhirology compiler- #bthod: E.Waticn Report i m n Florida Registered Architect ara Ucarl Florida F1i13MAIIltr.,a.ri{s Profeealona Engineer - Eta Product model. Nunberar Names - product Desalaton Qualmy Assurance Cdntrap4 ExolrgMnDala - proMfor Ao rlr kfirti7 Use Approved Duisrda for Use ljijj�, m� R„� - oeskn Pressure 1 Bmanvent fill #1540-510 Dual Function Flood and: Venaation Vent 121J112023 Yes Yes NIA +10D1--100 2 SmadVani Mode:#1540511 Duch Dust Funaon l Flood and V.99.6Vern 121314= Yes Yea NIA +1o0F100- 3 SmartVartModal#1540520 Insulated Float Vent 12r11R023 Yes Yes. NA+100MI)o. 4. SmartVentModel#1.5405zi Insulated Vani 12+3171073 Ye 8 Y es N1A +70 OF100 5 'a Vet p la1 4 Sm n M des n 54p52, 168 tl�Gera eDaa Flo V qu g ad. .ant 1?l31M 02a Yes Y Yas N !A Ni 6 SmanVent Model*11540570 Wood Wall In elated Flood Vent 1211 Yes Yes. NIA 00DF11)0 7 &narri Model #1540-574 14 58qud: Geroge Doa Flood Vent I213IJ2023 Yea Yes N!A WA Florida Department of Business & Professional Regulation fags, I el Budding Codes and Standards M021121 Product Approval Application Dull Cade IMIllYPI Pao we Data Penang 291 mm tiaHim Mmufsdmw .Contact Endaes,4, Licans, validated av yytiAaeel submitted .FBC Approval Artier E man Rewnlpn 2020 Drexel Metals. Inc, Jason ahumi Zachary R. Priest Looks Some P.E. oenrv2920 Qa/g9/2o20 ow2ono20 11Y132020 Approved Category'RooMg -(5021303.1511 PE,74021 (334)300-1W0 SUbCkil poly: Metal Reaang lshumete�l#oxmet.nom - Compllarrca Method: Evaluation Report from a Fronds Regi V ersd Architect or a Lkensad;Floriga ' Prohnslonal Enpinear OuaNty Assurance Aoorovsel for Use Approved for Use Impact Desert S10.# ProduN Modal. Number or Halt Product Deseddidai Conbaa E1Loitatlal Data In thrill Outside NVFIZ. Resistant Pressure I IXaxel M 111L It Systems ONO 100NSi DMC 1505a;OMC 1755, DMC2gp5, 121312025 'Ye9 No N/A +rl DMC Sv Florida Department of Business & Professional Regulation Building Codes and. Standards Product Approval Application Detail Pegs 2 .14 1/7372022 n{ttu of J ,(�atq penillnd Types Version Manufacturer Contact Enotneer&'License. Vallllated ny maw Submitted FBCAgproval AOpraved statue Revision 2020 ru- o Therrre T Corporation SDsve Jaspereon Lyndon F. Schmidt P.E. Ryan J. King, P:E, 04115f2021 `1213113020 04t2212021 06108/2021 Approved Category. Exterior Doors (Solo) 643-7328 PE=49409 (813) 767.6559 Subcategory: Swwnging Exterior Door Assembles- j-p...r jthermat,u�oo Compllahoe Method: E aluai Ft"'i"' 11 m Florida Registered Architect or a Licensed Florida Professialal Engineer FLN3 W BB.RG'P1ti�uM3 _ Malav Assurance AooroYedfor Use Approvadforuse lmpom pSslotn PtnductModel. Nualwormame Productbesehpi CordraetEmlratlon Gate he HVHZ Outside HVHZ Pressure 1. a. Therms-Tru Fiber-Claselcand Smoct Star Nominal 6&#3g;8 &quoklniF aract8quot Opaque 12f3imm No Yes Yes N/A Composite Edge F tierglass-9irigla Door (Imclisirgloublivel XmMigurabonj' 2 b. Therms-Tru Fiber Classtcand Smooth -Star Nominal 6&#39;8 &quotlmpact&quot, Opaque 12f31/2022 No Yes Yes NIA Cc mposil Edge Fiberglass Single Door with S cleltE(s) (chewing/Outswting XO, QXOr 01 confi urabons g ) 3 c. Therma-Tru Fiber-Ciassic and Smooth -Star Nominal 60,19t8 8quatlnpact&quat Opaque 1213112022 Nv Yes Yes NIA ' Composite Edge Fiberglass Double Doi or without Sid elites (IrawiWOutswing: XXor OXXO configurations) 4 d.Therma7ruFiber-ClassicandSmooth-Star Nomma110&quotlmpad&qugtOpaqua 12/3112022 No: Yea Yes NIA Composite Edge Rherglaaa SinglaAdar (InslNng/(Dutswing, X configuration) 5 a': Thenni F(ber•Claasic surd Smooth -Star Nominal 8&409.0 &gootlltTact&quot Opaque 12al/20,22 NO Yea Yea NfA Composite Edge Fiberglass Single Door with bldalte(s)(lnsvinglOutaviiig; XO, OXor QXO configurations) 9 ) 6. tThemha- Pillar-Gadi and Smoolh-$tar Nominal 601 ilquotlmpact&quat: Opaque 126112022 No Yes Yes NIA Composte,Edge Fiberglass Double Door with of iMU>out SWeiftes (IrremngfOutswii XX.a OXXO conriguratlonaj 7 g. Thermile-Ton Fiber -Cues_ Ip and Smooth -Star Nominal SOV,8 8quattmpact&quot Glazed 12f81J2022 No Year Yes WA Composite Edge Fiberglass, Smgle Door I X cards ra Nswrominal 8 h. Thenria.Tru Fiber -Classic and Smooth -Star S&VVB 8quotletWtion etliquok Glazed 1211 NO Yes Yes NIA Composite Edge Fiberglass Snde Door with Sideltill (InswinefOutswing; XO, OXor OXO. configurations) 9 i, Thermal Fiber-Classicanid Smooth -Star Nominal 41 &quot;lmpact8,gvot Gtazed 1211' No Yes Yes N/A Composite Edija Fiberglass Double Door W th or without Sidelites (InswinglOraswing; XXor OXXO conflgurailons) 10 I, Tnerma-Tru Flbar-Classic and Smooth -Star Nominal8&#39;0 8quotlrrgxactIlquot; Glazed IV31=22 No Yee Yes NfA Composite Edge Fiberglass Single Door (IneWngfOutawktg, X configuration) 11 'k Thetr Tru Fiber.Clai alp and Smooth -Star Nominal 8&,1139,D &quotlrnpairmquot; Clor ed 122112022: No. Yes Yes NIA Cgtnpcalte Edge, Flbergiass'SkVIa boor with. 5 of lAe(s) (inew nglOutawing; XO- QX or configura9cris). 12 I. Tharma-Tru Fiber-Gassk and Smooth -Slat Nominal g&k39,0 &quotimpaet&quot Glazed 12t31f.2022 No Yes Yea NIA Composite Edge R trendless Double DoorWith or without Sidelites (InswlnsOutswing; XXor OXXO configurations) 18 m Thar ma-Tru FIbeFCiassk and SmooU1-Star Nominal S4f139;8 &quotlrr4iacAquot; Glazed Molded 12131=2 NO Yee Yes N/A Open Composts Edge Fiberglass Single Door gnswing/OrRswviB Xoonfigurationj 14 n. Therma-Tru Ffpar-Classic and Smooth -Star Nominal 011,9 ;8 &quotirmpact&quot Glazed Molded 12/3111022 No Yes Yes WA -- Open Composite Edge Fiberglarfi Single,Door with Glazed Moided Open Sidelite{sj (InsmingK)utswirg; XO OX w OXO configurations) 15 o. Therma-Tru Fiher.Gasaic and Shgoth-Star Nominal 6111 ;8 &quotlmplactliqui Glazed Molded 12111 NO. Yes- Yes NIA Open Composite Edge Flint ghass DOUba.0oorwifti or without Glazed Molded Open Sdeldes Ilnswingfoulawirigi XXor OXXO conti9uratioris) 1e p. Thsmm-Tru Fibor-Clasioaid Smzmtn-Star Nominal 0&#39,8 &quoklmpactagwk Opaque 1W3142022. No Yes Yes WA Composite Edge Fiberglass Single Door with Molded. Open Sidelibi (Inswing/Outsw it g: XO, OX or QXO Configurations) 1.7 q. Therrrha-Tru FiberClassic and Smooth -Star Nominal 601liquotlnlpact8quct Opaque 11=112022 No Yes Yes N/A Florida Department of Business & Professional Rragulatlon Building Codes and Standards Product Approval Application Detall Pagei-oft IMM21 SdfgII enkht-NG ,Coe DatePmdina gig 1Voe Version Manufacturer Contact 6iclneer8llcense Vaildw oBy Valdated auNmmad PBCAnorovel Apomyed &lotus Revision 2020 P.GTlnduslrlea Jena Rosougki Mien -Dada BCCO -CER Miami Dade.B000-VAL 11111)1 1.0/M020 11/24/2020 approvod category: Exterior Doors (941)46E-0100 ' - (7a6) 315-26a0 SubCdagorr. SkAng E.Wor Door AasembNeg lresoavkl$pgtlndusldes.0 ComPilance Mehod- CerNlcatlolr Mark a -Lying Rroaurks fi1;R3s - QuallN Assurance Actarri forrUee Approved for Use Impact Donlan Sao a. ProduC Nodal. Numbara Name Product D-Irr ion CordraN EzNrptlon.0aio In, HVXZ OutsI& HVHZ Real Pressure. 9 eCip-6570(large..Missile .Impact) Vinyl Slldrig Glass . Do. 04/14J202i Yas: Yes Yes NJA May 27, 2022 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm lFiber-Classic A. SWINGING aTru and Smooth -Star (NON -IMPACT) FL20461.1 +67.01- 7.0 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star QMPAi T) FL204 8 +67.0/-67.0 psi 12/31/2022 Therm aTru Fiber -Classic and Smooth-Star(IMPACT) FL204710 +80,01-1 psf 12/3112022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psf 12/3112024 PGT Series 5570 NOA 21-0205.03 +38.711 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/810018200 #1105 (S 7) FL8248.3 +31.0t1 psf 12/31/2023 Wayne -Dalton Series 8000/810018200 #1123 (16X7) FL8248e10 +30.011 psf12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16?t7) FL8248.11 +34,4/-38. psf 12/31/2023 Da METAL LOUVERED DRS Curries Division of'AADG1 Inc +607,707,727,7471and $47 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/3112025 2e WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60,0/-80.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55,0155.0 psi 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/1 psf 413/2023 PGT Series 5520 FL243.5 NIA 4/30/20 5 D. MULLION MI Windows and Doors Series 57+64 FL15353.2 NIA, 12/31/2024 PGT Series, 5500 FL281.1 N/A 5/2612026 E. OTHER 3. PANEL WALL _ d. _ James Hardie Building Pro C a _ iePlank L Siding emplank Lap Siding and H rci Lap g FL 319_ .1 - F 13192,2 1 2 L A. SIDING NIA 12/31/2 23 0 B. SOFFITS Alside i Soffit Solid and Vented Vinyl 1 S fri y F 15272,1 - FL15272.2 L 75.0/ 75.0 t p's 1 13112023 2 Alpha Aluminum, Inc. p 1 t Solid and Vented Aluminum Soffit F 5 4 L18 4 R5 + 54.2/-514. t 2 ps ?'/3012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (fbr Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/29/2023 Plyglass USA, Inc.. (1br Tile Ralf POLYSTICK TU MAX FL5259 NIA, 12I23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL1+6918.1 - FL15918,4 WA 919/2026 Florida Metal Products; Inc Vent RV 10 FL21580,3 NIA 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 12/3112025 Boral Tile Saxony 900 FL7849.15 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, inc.. DMC 104NSr DMC 150SS, DMC 175ST DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5e SHUTTERS A. STORM PANELS Global Protection Products o Panels Gai�lrtized Steei Storm .one FL15075a1 - FL15076. 2 + A 12/31/2022 American Shutters 8Glass Galvanized Steel Storm Panels Mn F L1785.1 NIA 12/31/2022 f. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS _ USP Structural Conn. see chart Simpson Strang -Tie see (chart B. TRUSS PLATES 1TW Building Components Alpine Truss Plates F L 1 999.1 - FL1 999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197,1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, L1 1PSLLSL FL6 527.1 - FL8527,5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA► 911112023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/2512024 Florida Department of Business& Professional Regulation Paget of3 Building Codes and Standards In5i i Product Approval Application Detail Si951@ Entity of 2 ,Date Oete Panduia go Tvoe Ver9ion Manufacturer c46tact Emllneer&License- validated Byvalidated Submitted: FBC Approval Approved status Revision'- 2020 Thermi Corporation Steve Jasperson Lyndon F. Schmidt RE Ryan J. King, RE. 07=2020 07/12(2020 07/29I2020 1011312M Approved category: Screriw boors (800) M-7628 PE-43409 (813) 7V-5655 Subcategory. S-dhging Exterior Dow Assemblies- slasperson@thermebii compliance Method'. Evaluation Report from a m Florida Registered Archtect0ra Licensed Florida Professional Engineer : PPrGdVGis - Dualitvaaeueanee Aoardvedfaruse Aoorovadforuse Inallsk Deaden Sao it Product Model. Numberar Name: Produet.DesaMotian CantrabtExprapon rate In HVHZ outside HVHZ Resistant Pressure 1 a, Therma-Tru Fber-Class u and Snnath-Siar Nominal9111 &quotlmpad&quat Opaque 12/31I2ti22 Yes Yes Yes WA Composite Edge Fiberglas Single Door (In-11,10utawnng; X co�gurat on) 2 to Thormli Fiber -Classic and Smooth -Star Nominal 8&1139:8 &quotimpazt3ii Opsrque 12/3112022 Yes, Yes.. Yes NIA Composite Edge Fiberglass Single boorwdb Sideltil 0nsvWng10utlswing XO, OXbr 0X0 configurations) 3 c; Therma-Tru Fibe ,Classic�and Smooth -Star Nominsl6&#39,8 &quotImpact&qulrr fOpafjue 12AV2022 Yaa' Yes Yea. NSA Compoerte Edge Fiberglass Double Door with or wihout SldatRas(InswlinglOutio ing, XX at OXXO configurations). 4 d. Thertna•Tru Fltrer Classic and Smoom•Ster Nominii8&Q9,08aylmtfrnpactliquoi, Opaque 17J3112022 Yas: 'Yes Yea Ni Ccmpotite'Edge Fiberglass'engie Door` onswing/Outsvift Xconfiguiation) 5 e. Therma-Tru Frbor-Classix and Smooth SFar Nomine188#39,0 &quckimpad&quat Opaque 17131)2022 Yes. Yes, Yes NIA -- Composite Edge Fiberglass Singgle Door with Sideltil (IrrewinglOtTmwing; XO, OX or OXO configurations) 6 f. Therma•Tru Fibasaic er.Ctand Strocil Yas-Nomlhal 8&439,0&quotimpaRBquot Opaque 1213ir-Im Yes: Yes Yes NIA Composite Edge Fiberglass Double Door Wtn or without Sidelines (Irrevrng/Dutswnng; X)t or Q)O(0 configurations) 7 g. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#398'8quctlmpact,&quot Glazed 1221J2022 Yes: Yes: Yes NfA Composite. Edge Fiberglass Single Door Vmis mng/Outavmng; Xconfiguration) 8 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&ff39 8 &quot;lmpsct&quote Glazed- IV3112M Yes Yes year NIA Composite Edge Fiberglass Single Door with Sidelte(s) OnswingtOutir ing XO,OX or OXD conhgurations) 9 1, Therma-Tru FibeiCleealo'and Smooth -Sinai Nominal 04111 &quot lmpactliquot Glazed; '12131P2022 Yes; Yea, Yes NIA Composite. Edge Fiberglass Dou Ole Door vi or without Sidi(InEWIngtputswing XX or DXXO configurations) i a hermai Filaat-Classic and Smooth -Star omina #390 ibnot lm ct& not Glazed i WW2D - s Ye Yes, Yea. NIA T Composite:E a Fiberglass Smglle Door (Insvdng/Oulswing; X of nfiguroi 11 k Tharmil Fiber.Carra lc and Smooth;Star Nominal S&tr3$0 &quoklmpad&quot'Glazed 1213111 Yes: Yes: Yet' NfA Compos)te,Edge Fiberglass Single DooriMth adelte(s):0nswinglOubswing� )00, OXor OXO. configurallons) 12 1. Therms-Tru Fiber -Claw. and Smooih•^utsr Nominal 9&#39;08.quvOrnpad&quot Glazed- 12/3112022 year Yes Yes NIA Composite Edge Fiberglass Double Door with or without 1:.11:es(Inewing/Outswing;)OXorOXXO configurations) 13 m, Therma-Tro Fiber -Classic and Smooth -Star Nominal 6&#39,8&grtQirrPad&quot Opaque 1211 Yes Yes. Yes NfA Composft Edge Fiberglass Single Door with - 8quatNnR-Impel&quota SMelim{sj (Insving/Oidsving; XO, OX br OXG ccntigurations) 14 n. Therma-Tm fiber-Classk and SmoMH-Star Nominal 6&#39;8 &gira;lmpnet&quct Opaque 12/31/2022 Yes Yes Yes NfA Composite Edge Fiberglass oouolie boor vrBb 8quokNon-Impactilill Sidelines(Inewing/Outswing; OXXO configuration) 18 0: Therma-Tru Fiber -Classic and Smooth -Star Nominal8"3$4 8quokimpact&quol, Opaque 12/31=22 Yes Yes Yes NIA Compoahe Edge Fiberglass Single Door With 8quatNorv-Impaot8quoty"`' delde(s) (Inewing/Ouls�Ning;XO OXorOX0-rifngurations) 1B p: Therms-TNFloar-Clasgloand Smooth -Star Naminal8&#39;0 &quM,lmpactB,QuoT, Opppue 12731/a022 Yes: Yea' Yes N1A Camposhe'Edge Fiberglass Double Door with.. 8quotNon.)mpad&quot Eli (I nswiitglOutswIng; OXXO configuration) 17. q. Thema-Ttu Fiber.Ciassic and Smcoth-Star Nominal O&OR8&quckNon-Impacg4,quot: Opaque. 12131/2022. Yes. Yas. No NIA Composhe Edge Fiberglass SingiaDoor (inswingfouterwmg; X configuration) 18 r, Therma-Tru Fiber -Classic and Snooth-Star Nominal 88f/39:6 &quothion-ImpactAquvk Opaque 12/31/2022 Yes Yes No NIA Composite Edge Fiberglass Single Odor with - Sldelkill0mviing/Outsving XO, OX or OXO configurations) 19. a. Thermal Fiber -Classic and Smooth Star Nominal6"3Q;88quo;Non-Impaet8quot Opaque 12131Y2D22 Yes Yes No N/A Composite Edge Fiberglass Double Dow with or without Sideliters (Insvi ng/Outs\vlrrg; XX or OXXQ configurations) 2D t Thermo-Tru Fiber -Classic and lirmocth-Star Nominal 8&#390 &quotNon-Impad&quo. t Opaque 12/3122 Yes Yes No NA CompEriga Fiberglass Single leDoor(Insv>;nglOutswing; X con6gumtian) 21: u. Therma-Tru Fiber-Classicand Smooth -Star Nominal 6&#39 D &quot:Non Impad8quol Opaque 12131/2022 Yes Yes No NIA Composite Edge Fiberglass Single Doorwith Scielte(s) (InsYwng/Ounsveng: XO, OX or OX0 con puladanan n 22 v. Thelma-Tru Fiba-Gasaicand Smao111-Sher Nominal 8&i &quokNon-Irryec!&qubh, Opaque 12I31/2022, Yea Yds No NIA Composite Edge Fiberglass Double Door With or vothoutSide1hes ( 9 Otnuw Ihswln 1 mg )XorOXXD confi urations 23 w. Therilma-Tru Fiber -Classic and Smooth -$tar Nominal B&#38,8 &quobNon-Impactlil Glazed 1211 Yea Yes No NIA Composite Edge Fiberglass Single Door (Inswing/Oiitswing Xconriguration) 24 x. Thar rsi Fiber-Claasiu and Smooth -Star Nominal 8&#39.6 8iquotNpn-Inipaa&quot; Glazed 12J3112022 Yes. Yea. No NIA Compoalte.Edge fiberglass Single Door with Sclelitil (InsWrg/Outsvdng, XO, OXorOXO .configurations) 25 y-Therms-Tru Flper-Ctassi Smooth -:Star Nominal Bil 11 quatNon.Impact&quot Glazed 12t3112022 Yes Yes NO NfA Composite Edge Fiberglass Double Door Win or withoutSidelites (Iraiwing/Outaw4ng, XX or OXXO 1211 Yes Yes No WA 12/1' Yea Yes hle WA 12/31I2022 Yes Yes No NIA configurations) Nominal 8&N39;0 aqudkNon-impatxaquot Glazed Composite Edge FlberglassSkhgle Door answirafOutsvin Xconfiguration) Nominal Ill 8quot:Non-Impact&quote Glazed Composite Edge Fiberglass Smgle Dear v+dh Sidelte(s). (Inswhg/Oulswing; XO OX or OXO corifigunition5l) Nominal 8&.#39:O &quvtNon-Impsol6c uck Glazed Composite, Edge Flberglas Double Doorwinor without Sidebtes(havvingtOutswing;)C obXXi3 .configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Page i oft 16, 1 Code entity ar Rat .Data OCe Panelled gal T. Verslai Nanufacturm Carl Endrraar& Lieanea validated By vall"oa subanittaid FHC Aporeval Bggmvee Iftalus Rt irisicn 2020 MI Windo" and Doors BreMBltInger Luis Roberto Lomas Steven M. Unch, PE 10611.612020 1IN0WO20 1a/tai 12,1512020 AppraEd Category: Exterior Dews t717)361-3300 'P&M14 - - :(717)317.8454 SubCateaoM 911d1og Exterior Door Assemblies bsNlinge[�mM'd.oam - Compliance 1061 r EYa6lationReport Noma Florida Ragletered Arehite'er ors Licensed Fla1Ge Prior essionel Englneer �3Y rams. ApMpyetltotUse RaprowdiarUse IIIIgg4T Walan $.49:$ ProducljgoAet.:NumberorNarne product Desddplidn Contract ezpratlail Dale: In;HWO Ootstdo NVNZ. Rirdism t s �:e I 'SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SOD OXO 12/31/2024 No Yes No N/A 146.396quo080&quW: NON -REINFORCED 2 SERIES 42DALUMINUM SGO. SERIES 420ALUMIPlUMSGD OX XO,XX 1211 020. No Y. No N/A 968qudDi1108quotNON-REINFORCED 3 a ERIES420ALUMINUM SGO RENFORCED SERIES 420ALUMINUMSGO REINFORCED OXO 12131P2024 No Yes No WA 14&3148quotx96dquot 4 SERIEe 420ALUMINUM SOD REINFORCED SERIES 420.ALUMINUMEOD REINFORCED OX:. - l?731/2024 No Yes No WA )0. XX968qudai968quot: 5 SERIES 420ALUMINUM SGO REINFORCED.. SERIES 420ALUMINUM SOD REINFOROEDW 12/31/2024 No 'Yes No. WA 143&gaot;z9e&qua; Florida Department of BUSlnese & Professional Regulation feyel prx Building Codes and Standards 102021 Product Approval Applicationn.D'4tall fi4tli EBNhLPL gffit Data Parana 17ata TV-. version pknufaeurar Contact entering Lldcnsavalidates By UNltleleA Submitted FaC Abaro4al eQgr,izyg aAtus RevlSkat 2D20 Wayne>_Dallonva avision.&Ovehead Door Damyne Kc ish John KScates JetbeyP Ameson, P.E. 1D/1N2020 0IN29/2020 IOQM020 1211.5/2020 Approved Correlation Moo 763-8121 PE-5173? (904)821-MO Catedpry: Ertenor Doors dxomislliiiwayne-daltdi.c 6uUGatagory: Stational Exterior Oda Assembliev PIT CoeQilmtde:Method: Eviii-Mon Repot! from a d a Fords Ra91stareclArchitea LrcMred Florida 'Piife24&R20Proddats Professional Engral � 91 cot* Assurance - Approved fa Una Approved _ fa lice Imluat. . 12sai¢I Seas Protluct MgdaL Number or Name Product Description Contract BNa Ion Dalebi lill outslaw RegisterPressure: 3 &100/810018200:#1105 Dilii Me. Will 148oli Max height. daiing. 1211 023 No. Yes Yes +3100F35.00 available In t. crlMemredietesection. 10 8000/810q'3200#1123 . ilia Max vnldth. 148#6S. Max height. Glazing: 12f3ial No. Yes Yea +30.90F33.50 avalleole, In top or IntanrwdiMsseLtion it 8000161 DD/i #1124 169139•Mix width. 148401 Maxhelghi,Cilaiing 12131 f2023 No Yes Yes +34.481-38.30 available In top or Intermediate section. Florida Department of Business & Professional Regulation Bulling Codes and Standards Product Approval Application Detetl code Anatir or Ives: Version Manufacturer Correct Enoirmer&Llcadsa. ReWstdri 20W Crones Dl*loi clAAD4. Inc. Tom Rattay UL LLG Catsgay: Odenor Dress - (641/494-2616 Subcategory: Ezterlor, DoorCdlmporear, tan raltay�aeeeehlay.eb Compliance Method: Denunciation Mark or Listing m .Sao:#:: Protlua Model.'Numbor or Norma Product assalalon 1 607707727,74'7: 757777,.end 847 Sengleard'Falls of Flush.Glazed and Lowered single and pi or Doors hollow metal doors. Pear fort rIrml Pa" we Date Pa diiio g VaNdetee By vaadffied Submitted FBC Armmvel. Atop ypg 51struS Troy Bishop. P.E. 12/102020 12/Olei 12r27riD20 Approved {954)947-080e. QuallNAtsurance Aapro edfortse Aparovedter Use Inneart 0061,11 � contract ErWranon Data In till. Outside NVHz Resistant prinalai iz,3112025 Yes Yea Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pageloft - Isawl code Ball or Me We pat. Pardlnp oats MBmWacturer Gar(,gqt validated. Bit Valitalgt. Submrded PBC Andrei Admixed g1ga Rawsi4Yl1 2D20 MI Windoeaand Doom Brent Sllloged American Architectural ileum M. Union, PE I M71202Q 11t17f20Z0 11127f2020 Approved category: iMndows. 't717)365-MOO Mmwfactures A..4bon t71ry 317-8454 subcategory:$19919 Hung psltNngor' mlvrd.com Cemplleca'Method: Ceiiibceflbn Me* or Licari RualrN Assurance AuptaY d Tor USt, AQproyed fa Use Wall geslon :'"ilia Product Model. Number or: Rama Product: Description Cu('j(I'as{Exdra[lon Date In HVHZ outalQe Inif, Prossure: 2 105 SH 52x72 FlnlPheri Fremt IG/SG $halo Hung: 40/108=3 No Yes No +60/,60. Lartansted Glass N 2 C2e 0 .� ICU 0 0 W ^^'' W U O fu for C O O CU LL_ 0 Cn cn -C3 O/U� �a O ii `V a Q Z Z W J t:44 -r/%1 O i=+ - ~ �O w w� �j C Ill O fill N O iC • L,L 0. N N � 4 Ing C-4 3 Wx N r C3 C rC Cr .0 i- C Cg .Q 0 V 0 E Ztea/ ) _ `C O L- CL 0 Q St.l. U O L_ CL U CC M CL 0 ees LCO W Z Z Q J Ell - SHEET N0, PA 1.0. i I1, 11 i I t,, � h iu: i- i. II 7 _11ii (1) (1) = I C/) — . Florida Department of Business & Professional Regulation P.O. 6 of a Fl . Crider Departmol of Business & Profassional Regulation Florida Deportment of Business & Professional Regulation Florida Department of Business &FIrofessonal Regulation 1. Ij Q) -4-0 I Il Orl foul ON Hiss I 0 Buildin Codes and Standards 112512022 . , pao. i o 1 -0 > = I 9 Building Codes and Standards topul Buill Codes and Standards irw�i BL#Idn I g Codes and Standords, ' vsit02 =3 Product Approval Applicatillon Detail 2 2 — -o I 1101111111010 i I Ii I I 11 ill ilslili�l 11 . . :ill HIHIrgilillas Itillil Product App,roval Appilleatl6tifDoluill ProductApprol Application Detail - Ptioduct'Approvall Application Detail (1) o- = 0 ------.---- 1001111111 I 1HH1MM1MM1N11 3� I It I I - ________ - -.,---- I 1 ill 1 Iii liiiiiiii�� I I I I 1 I: I I; 1 liiiiii���� !i � I I! I I ;I i I 1 1 : I I I 1!�illII 1 a) c- L_ ootie - witylis 20 Date Dab Forill 20 1 Ill I i ��� - __ - __ - _AffiNN1 1111111�11�l �l I � sommomm�i I soll��l I I I I I C M -0 a- im Version Manufacturer Coal Endin ew & Uponse Valkhatel By Validated Submitted i Aulatai Apordived stal 22k 11311i Or 291 20 Data piandinst 1111118 �Ot Ifinky two W& Mao Pgaidil am L I I cohle Ill O 2119 pato Pal Me . a Rill 2P213, Their-Tin.Co,poratkin EannWaispi Lyndon F. Z" Ryan J, King. R E. 1WOV2021 'OlgliV2021 10�1�1= 12ti Approved ItIll. votelon whufacaursur !�OHW lariolnoor a Unionist Validated & vait"d elitairl PHI Approve! ADD a" Zw1 Viatilon 'Qht��a r,dh,,r& Lical Validated sulturnittid 55C.Angrowal Awill ILIML 211111 V,,Vw All.nulecol cbrtset Em.nl u ... 0 Walidatial M = Subrall irlic; Annual Arithral &AuL -ii.- W C . . I _nn�# RE , 0 -il III - Exterior Doi 18DO) $43-708 PF_-4N09 �s I st,767 -si Aftirmalion ZD20 PGTIOduati Jan. Rosi W-1-0.84 OCCO 'C" Mianni 8= - VAL llg4o 11,Vl ilitlf?w -wr-od fti,i FOP MI Wirillows Sal Coal s artoll"70how Atimehotin, Anninialicallial Steven M. thri PC ltatW%�tt 10odii Appi R614-16V 2020 MI VAndow,; had pools Ei tal AIIT St-n M. Ul PE i V22jgol 111�7=0 111awl Approl'al :t_ "a,"i'l . I , - ?O 10119i i117�36l ..a 'Xiteol (717)�117-8414 .....dry: eWrOing Extemor-DoorAssombi ailaspeladrotmermaI I I Cateigirr'nVornfolvis I 1$4�)486­0101) (?a§)3li4&A Car4gial Windal L, _ JTI?�SM-2300 hilshruraidul Alstodi (71Y)W-5454 cauegol Windows,' 'r Aissischollon , Ly COMOlaride Motholl Einifinal Report from a m fautiCaNgary:-sirde Hung irosoinkhaponclustilmo Sun b'Iflince, , Cal.tiosiltr. Iii I Coreal Haizortual 311dor r9rallsod-cont 0I I I b.1flimltOramill,lo.con� a) -0 0 tompfilaries Watil r,vniflind.lit Hill Oil- Listing Florida RegationedArchlectoral-icansecIF"a COmplimm@dbod:C�M�EwWr�mUsUng Ofn Complian"MOWO&CaliftertlonVar4orLMi; , -0 -C .- �L . � � ��':':,L ­ -1.1 L 11 ... � LL ,� i ,� ., 'rL, -,L" � �:' L ' ,- - - L'� � - . L �, �, L -_ �,� L �` -1 _-Y- I L - L.'_ '_�,�� ... .. "" ,, ,� ,,-, � * , , ­ - - , - , I - ',-, -, L '' -, � I '' '�, "--,- ' -1 L �, I " 1 7i" - '..' ,�', -,�,-,;,,��i,-,` , I , , - ;_" � � I , ` - ` . �� �,. 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Athoiniged,forUse Allolve. . 1, Hil outside RV4 Resistant prassure . Alla M aw l !!r, InHVHZ Proceed Dinirtlintio it" ftogqt Modal, 11senteror Name Product Cescrictio In VHZ q lin ! Prodw Model Runniner or Nam produet VOR(Thi Contrast Exottatiorl outside HV Roolso'd Pressure a L L ,� 1=4 � 13-Ift sea # Am& I I . -as PhOdituot Model-Nighttler cLhill Prod III Diracription 0diptradt ExibirWatfoiMnl In HVHZ ' Outside FIVIHZ Resistant Pressure 2 SH5500 r-Arge Usifld'hil WIVI sontit Hi wm�, 171i Y. Yes Yes NIA I r= �Io � Tus I _wn = - 0 LL - 1 a Thermal Fiber,Ctessia and8mooth-Solur Nominal %9i i5qupt'Non-In-paph4quo, el) FIP* Fnim. 7U92 I Is.liel GO 0010024 NO Yes ?,to I I 0� P,w ",x79�lrsul&t.d%ss. W34W No Yoe w .6i Co C) .4-- %+- a I I L , � Oloaque 1 V3112M No yee, No NIA , ' , Corriposi berg leas Sing L 18 L Door I - , ge I M C) , 0 nwringX)ludial X comilaurai -0 E w C :� It. Thanni Fiber-Clal and Smooth -Star Nominal 8949;8 &quot;Non-Innpaot&quat Opaque 1 Will No Yea No WAL -cn Gain 'I 6 ... I CD L_ L. ..,g O `tL X.OX. sidkilr(.)oo=�'.. , . se -ii C: cenfigoninflors) . 3 a Thqrml FrHoor�Chissaarl Smcqth-1 NolvitrAtO�kng!84uot;Nbli-ILrnp*da'4uot Opaque iW31`12022 No Yes No NIA = U) 110. - C. -00 C , CU FibarightissOcimpki 611I Obil doniviiii or a vill Stall'ttorLitrassilitiViOUts'llih)g: XXQto)O�O �_ -0 . - U) s< cc um ) 1 4 d. Thenni Fiblor�Clwi and Smooth -Star N=l ?=�G&quot,liilon-harpacttlquot Opaque 12mitlil No YM No NA C;omposlts Edge Fiberglass Single Door I sw fib lisi �_ n U_kin , n N U 9- a 9 I 5 Is. Thermal Fber-Classlo and Samth-,SWr Ntiminal 7WO.0'5quot;NOn-Impao1&quct, Opaque l2ml/2022 No Yes No NA . . . I (�orrl EdgeLLFIbarglaw Singfie�D69i'llylith 4�� , diellhal OnavingiOurnsvillng., )�b;Oxbioxo owigiaravoins) ' ' L 11 I I 6 I. Thermal Rber-Classic sM Smocith-Stae Nornh I :EkW OF Ni L Opaque 121 L 3111202 1 2 No Too, No NIA Florda Departmi of Business & Professional Regulation Page 1 Or i Florida Department of Busheas & Professional Regulation P.G. i di Florida Department of Business & Professional Regulation NO. i Ott I L Corl _lt�a = I Is SIn Building Cadel andStandards lWozi Building Codes a rid Sta ndards 1 iii Building Codes and Standards 402U21 7 2. Thormal Fiaw-Classic and SrwQth-Star (Insilivingtoutswing; .X contiavistion) I Ct , Nominal SWGI Sqviottilign-Imphiliqlaq* Opaque 1241=22 No yes No NiIA I L Pornposito Elias Fj�sNaxsSIngiIhs0oql , Product Appnol A ALAIcaucin 04talt Pr*duCtApPrg)l Application Detail ProductAppil Application Detail sidel 0nsV&gt0u"rrO;)0; Ox0i oonfigurstiol ' I I - 'I llililliiliiiii, ; 1 111111111111111111111M NoMinalL , 1 � 1 !ill I illillillil,lil,l 11 I I, OEM I Hill I I �i awmamosolitalmosmsmonAMM FRUEMMMIRVAUNNOM 8 h. Thermal Fbert0lathato and Smooth -Star B&OW,aliquatNon-laripecAquot Opaque 12ii No Yes No NIA I iiiii I I I ill= ummmemoffilloolommonsimmmommulm I I i l�iI�i,Ii , r�mposflzs EdgeRblerglowas Doubts Col or - � I � � I I 1�lthl Sidieflais (Insivilinglouroal XX at OXXO Ca& Eni Or il 2m# thill P..Wft 211i 21ift I L WA 291 011 Psi -00 QM Ei Dide �111!11119 Ul ftnuil 11111111 confliturationsi) lm venston mitradmithum C,Catl�t Einalill & Uvers. Valli IW VA14dw submitted FOCAw AORW3a!d stol mw_- Vio,41- hisourfedguro, Conrad rridinver,liucerroo Vislishided YARdaw &*rhIl Fill , Am," Asainizalid loi T.- V"oh Manufacturer Conrad Enotiallow&LIceinal Validated Me Validated Sterraftel Pat Awmi Approl -Va- g L Therma-Tru Fiber -Classical Smooth-Shar Nominal WW &qVOt,NOn­IMpw*uot Glaited 1will:2022 No Yes No. NIA Alifirml 2020 PGT Itilfush1ha, Jsl flosel Affilarit,vilid. 13I M1kn-A,MdsOqC0-VAL I Vi 111I 11111nm Alipprood Rom.i�, =0 M1 wrid-i Ozions Brent'Sht1fingtor Luis R Lomi PF Steven 14 L*e� P5 110vilhilol 1-Ortel l,OjlsV?P2O 12M-312opo APProlloo Affirmeston 202Q PST Industries Jan. Rolial Mintat-Date Fill �.CFR Mharnt-Dadlitilil -'VAL lii 11WO20 lifli/20P Approlli . composite Edge Fibergles. smWe'Door rttoaw �Mndoi (�141�4813-01110 (7ii 31614590 rareill Wkno-will, (�17)20,�30a PE-Ml 4 (W)31M46it 'Ctsoi)l lahnod"i (941)4aa-ol (70�)315-2590, (In",hij(Outq� 0swunnowirliltrowd.00m, I 4 . 10 1. Thormi FIbitir-Chassicand Smoothi No," .­_ ;X'CL0,h1gunxl SuIlCiltill Fised InCisolinSkIlessitioUtioloso Subcnalagetill Motors, a malikri� Jaciew-lampolittsusil ' ' Minot: #� ' 9 ' A &q ' uAll ' M0*Ct%qIJOti�Glol JL25jili No Yes No NIP, compilenei Nawad: Cohootion mart's, Usti M � , L coringthe�64rilill6thal eirWyal Ropor(tom a wood! Cantwisd6on mark be usting on, 11 Compol Edge FIberiflasoi-Singli�Oosir ,Mth I L I , , , I � � , " , - I L 11 I - _ri I I L 7:K,_",i�-_,,"__ L 11i, , �� _'- ­ " , - L . ,e 'L , , L - ,:,e � - I -, --- ­ - � _ _�_i � :�, � � ", ... � � _ �� , � _ � _ _ ", � , , ", " , - " F,lHl ,,,_,.,_­_,,L,r., "", �; "" L �"v�,,"`­�� - , L , � - , � -- , ­ " I . , - , , , I "'�� �, - I ��_'_', � Pr4sL snal , I " , ,� �: 11", L� 1��.�,­ I . , I i L �, �,�,; ,I I _� , �, - I �t ',�'. "", -, __� - �1' I - - " r " � ,,, , _ _ _ - - � � - '! ` " _1 I -, -,' �, ". _ _ .. I I I , _ ­­ ' , � � ��, � -i � _. i r -, � _ , - ,� �, ,-, " ,,_, �:., , -� 5�- ­ - 1, 1� " L Z , ` _i�� ill.�__ - , , , , ' - , : , 'I, 11: ,7� , _ I , I , � , , I ;� I ,_1 _ "�'_ , - , . I ­,�:,­�L�,, ,--,- �_, I �� g _, , , - _11 , � , ,� L 5'�_ -_ -- I I 11 I � " - �,�L �­ I " _, ! 11 �` I _1,11�1'1 �Irlll` I-"-- "i : L'�,�,�,;-,,-_-�- ","", ,,,,� , L"'_� , �-�"'_"-";,�,',,,�,�� ,.-.�, -`-_",'_-,�'�_­7,� � "", �,., ",::-,`,��` . L, , __ - � - " , , � � � � " I _� � : ' " ' ; :_ � ��, �� , - , - - ,_ ,� , - Skelfte , ", � ` - - �.4d#'R.4.6fVd*�hit,,,�t�,kU,�n-dF]&Id. � - , - � � I.. , , : , I ' ` �� - _ I I ssi Of-, :�, , , , , _I ' ,� (aj (I nieOtgfOutilavIng; XO� OX a 0XO " � , , - - , I - �_ �F � - � � � ,_ L 1. �' - L - , . 11 ,, - - - 11. 11-1 1-1 - _1­ , ,, - , �_ , �1� I ­1 ­ __ L I L. t , - I I - - _ - . � - -, , � �, �� � ,__ � � _ ___ :4W - - , - - � � - - - - , _ __ , i , , L __ ,-- - " - __ � ` __­ ocriffilairrations) ­ - - ­ I - . _ I ­ . I . ­ I - - ­�, ". - ��L� , ��__ 1 " �. L , ' - ' _� I �"­ ­` � - I . ''I - , L . I I _ w __ � I r. , L, Z _­____ L , ,_ , I . . . : ' � --,' ­ " L� . ' __ 11 I I - , - , - �"_" I I � �,__' L I � - ­ ,�, - � r.,", L. ': L �� : k Theranal Fiber-Clawk, and Smoothl Nominal 6&ll illiquotNon-I mpal Glazed 121I No Yes No N/A 0-11tv Assurance AgoravedWiliss AwrouladfarAlont, broad D*.-- ­ - - L '� ­ - - ­ �L �_ _��_ ­LL �i­'�-",� -- i'- - -, , , , L � __ _�:'�__,­',�____�­_'­' _L : �:L -, Qxrefli Assurance A-aind1i Anorovie1farUse 1-I Dow- - - I 8 - _ � , - �� , ��_�Q�', i " - - I ,," I , - �_� : ' " " ,, , ­ --- I 11 I'll �; c ­� ,� L 1. � � - I � �,�_L� , , _­ � - .1 I ��� 1 __ 0_1 - �, I ','_ L � __,� : :., , ­ -, - I - __ _ I ­ L" CoMpi Edge Fiberglass Dipulille Door Wth tit ft" PrO4M MOlsIvILLNunber clill S.Wrld 1, 14VHZ outsid.w6i Rooletant Pressure, ��: J , 11' � i � I i 1� �� - L - "� as Nomis �a Colit. L L� _a-,� __ , I -1 _ILI , , - ;_ , ", - _� - _ , _ �j, I lHooll Proolog Modal. Number. *aM In Ityl Outside HVHZ likehal Prelsoure ,,j4'aidt-ftiagi-fti , - - 2,.- -,- , �w : : � __�_____11 �, � ,".`�­,�,�`_""`R_ - '1`1� ", i "� -, _ - ___, �_ L . - Wthl Shositaii;tIttsitifingl(Otuttill XkOr OXXO !i Pill fLorolll Impel !eg.a OAAOJI Yoe ys'l Y. Nlfi� -, �, i� , I I L Goal Ativural , Amovad for Us, A-avroincruthe hanount Me I M41HOrl At Poore ,an d whitiolinir 'Numunan Mullore, 116rM -yet Yes NA cort1gurathans) 11I Polul 1114i All clisehl Extilreffien Date in I4vHZ I issistorst Pressure 1 ,0215, Yes 12 L Thorml Fiber-ClateiGand SMooth,Star Nominal 7&sq-0MuotNon,Implkt&l Glazed 1213112022 No Yoe No NIA Z 511114 eMAjoininn till-lio. t2al,12024 Ni 'Yes RYA Z L O*pool Etho;'Fjj�rgshal tel L ' . . , (Irts'llingfoutswill X configuraudirl 18 a. Th--Tw Fib-Clasal Stnooth-Star Nominal 7&#*,Cl&qu,,�W.,Imp.d&qvc� Glazed 1213U2022 No Yes NO WA , , (�iomposita Edge Rbergass Single Doorwrilth Sidelitill Onsvingloutill XO, OX a OXO L L ochfilliont, ), L 14 M. Thornhill 119bor-Clal and Smhooth-Ster Nominal �1% '.'C &quOtNOr,l miplodgilil Glazed 12alr2ol No Yes No Nfi p6mbosital Flikerolaso, St"Ole obor (finsivingliI :�,kocnflguwdoir) , 15 o. Thermal Fbar%0losi and Smooth -Star Notarial 8&030',j0�quotNoh_rrpsct8,l Glaxed 1213112022 No Yes No, NIA , Compesitill Edgi Fiberglass Sing to top � r inith Z L , Sidel anstilwouriormiling: X0, ox,or QXO Peglezof2 conliquilati.ra). Fforlda Department of Business & Professional Regulation i i or i Florlda Department of Business & Professional Regulation Florida Department of Business & Professional Regulation Pig. 1 a2 is p. Thommai-r. Fiber-Coessic and Smooth-Slour Normintil Aquat;N-Implact6cluot; Glazed 12,31ii No Yes No Nm Building Cbdl a hid Standards 1W20l!l Building Cod" and-Starlintords . -1002021 Building Codes and Standards Hall L Compol Edge FlIberglaw tmobletoolor Won or I vilithout sidellem OrtswinglOul XXor OXXIJ olonfigure4ope), Produl Applicii Appilictillon Detail . Product Approval Application Detail L I I , I Product Approval Application Dotal 17 c. Thermal Fibier-Classic, and Sm6oth�ftr Nornil 08#3S;8 4qu&t'Non­Impa0&%kl Opaii 1201 =2 No Yes No NIA - i i Compoi rdge Fiberglass $ingle,boOr Win III 11 III Iiililsill��I!� ��ill !I 1 i 1 l I 1 I I 1111111111111111AMN l : 1 ii 1111milig Ili __ __ - ___ _____ - ___ — ommmulam — IIIIIIIIIIIIIIIIII IIIIIIIIIII!I sIll! !'IillilogavmmmallmmmssolmalmoiNm Transom (InsvilingrWerviling; w configuration) -_ ------- I , ''I���;iili;, ; � I I ii I 'i i w I asommilmilsomillosionFAIMM w is r. Therma-Tru Fiber-Cheal and Smooth -Star Nornhall 6&#n,'8&quokNon­I mpactilqui Opaque 1=1=2 No yes No NIA Code antity Or Delta DWO I Postal DO 9M all or I Ow- Ra Dan Peridina 292 C-she Eal , D. I as Fission, , . - l I*, -"I Ill CoMpi Edge Rbeephose Sing]. Door �Ah version Mancrel I MWA ErtaffilluerHiLlessers, Vadablihil vandal Sultorilthild Far iescrol L Approved — TV- vishol Ifienuroeturar rental &WHIHINLALIgiam linew.flied Her )Mdebad Rustrarril FIOC Aral Auoroved maul Versal Wurfal arairsew a Wooraw Valklakiecrilly Validated submitted MICAOstinamil Approve Sid.lit.(.) ernOT-sip. (In-AinglOutilli GAO. L MW 920-- SW- oloxoll.bla�dtorhrgunstlpl Revision Z20 .1tiones Honift,sehl Prodvelv� Inc. Chad oliel V, Andrel Joh n "Ithand, R Ill, 01106"i i 4no2O 01)osi Oast FDIC Appin . Fi "Irl k2i) Asids Nink TI-pan lyndon P'Lerhmkil RVVI,JAhrilli� P,S. 02Hc,,�021 021151i 02=12621 O�M=021 4ppl I'vii 2090 ulllF Willbraill IsInh R.Itentifininalrilin Jdnn W.,K...".h. Pe lol , b9il Impill 121151W20 19 t� Theirmall-Tru Fbs`�CJassk and Snionthi -In-pi I IQ 'O 2`1 cluagi.y.. P-1 Will t330) 922-2389 PE-43409 (813) 767-8555 1 L AW-0 , � � Nominal IIUW�Q,&quoll ciell panit; Wall pom 54a-83&P pe-aton wp;ml Category: Floating (8001765-,�41[f 'El (9,54) 772-U24 L , qudl Opaque 1 =112022 No Yes No NA � I Compool , 2qtga FibolOttles sirglel With Subcalool ading) 'gh.dAllerolul0jarturshard oubcal.g.ty;,spiffitir ritherratiOneal."dill.w. sual Awh,.X,%k,&s metwilawcom '' , 'i , . adefibel olra,vinwOulsi xQ, ox� , pX0 Camplitist � -Wal Eyathellon Riiiii,orrLtOm a o­ complal lewhi Eystw2tIon Report from - .omilrazince 110,111i Eyakhar(Oo Repalt ircurt s mi , I I 11 11 . 9� L to , , , Continuous Read nel Sit corrill 6 --- - __;__ �_� I � . I- . dF - u I F1 rol a 9 ­­ . FI Register# or oraUcen, Montle Fort. .9 -A,ahlbeal cones led �Z -"$ ownse 0 a I I r ;w Il 20 t Th.rn�a.TruFIbar-C1khsi and Smoath�Star Nominal 8&NI tiqluct;Non-litinpaintacil Opaque IMli No yes No NIA Pri.1-temill Etrghm,ar Pirdisalki Engineer as 'L" Composite Edge Fiberglass Single'Door Wth . - , " " , � , , _ 1, �_­'- � ­ � � " � 11 "I. 4 "'. ,,, ��, _ � . ..... . � ___�-,­ , �,,,.�­&; - '_'W _'­f,','�, _,", -m, �,-N', �,,�'�,,',',,��"�i,'��,.,�',�-,�-"k- ."In 'if,z',�,'��,,,'��'�' �­ `_�L­��"",;,!,g��,-`� ­4 ��' " _1� i �,,.� I'll 11� _,�-, L""�'. ,:�� L, , � I '' , �_li�r,­ L� _: �'� �' "� ' , , ", " _� - - �,,�i,'­,x,ii�',� �, , , b . - - -,,,I,- I ,,� "I _� ­�­�S, r � . ..... �,�,���;�­_,___Z­ ­­ � . , !�� '­4�,','� ","""", �, "t �:_ I `� , ­� I - ' ,�� , , " , � ,��,'�, �,,�,'_��­',��, ,,�� ,, � " , , ,,, ". -�' , , , , ­Z , � -1, I , , "� -1 ", � . _, �, , , - ' � :� _�_�" - - , , i;" ,, � I ` - - I , �� � " , � - - ,�', � ,� - , I ��'�';"�� L - 1� ­_ �' � '. r � , . .. ... - ; _�,4f�,��' -"�', ,;? - -A i `e�r,,,,i ,7 �-3i,- 1- �,,,, - _1111, _ I ��",, I i ,I � _ , � , , � ,�, . 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Nwobar'. Ran* 11r,thl Mill Ott- bonfil 21whill net# in Evil Hikutill Resonant Face.. is , , rglo6s single oai�fwfth 4-40 1 ,!%Adollte(e)(In&QngtOut�Whg;,)b.-OX�rOX0 I C.rpinnit Lap Sidling jol-larroat sp Oil 1W,V21123, Yes Yes NIA WA i � i HiClAot2r"Ot Sol 'sent orklld MAI 8onit 121312023 No, Yes, NO, WA I GAr Asphalt RW Shkil Ffib"ass adinfOredd 340b, al sted, 5-tab ­d 12J16i No To, NfA NA � Head and Sill conligurationel 2 H.d.Mnk Lop $WlnO *p-hatrut to -fici f2131t2= Vat Yes NA WA 2 4 &RuatA[Oftce Ull . "offlit I VM1 � sold)w s.oat 12131=23 No yes No NJ�k Intainklige .si shbrights .. . 1 22 v. Thermisi Ficer-Cimicand Smooth-5tar 'No='1.=.0�&qugt;Nw-Impact&ql Glazed l2t3l=22 No Yes No, NIA 3 c- itmot:drainbriervintowBoadl so*, viant orstild VIw SOM 1 V3 � I . =3 NO ,las No WA I � Oc.p.lothe Edge Fibergiate, Single Door whit 4 d. LAUMMA,quotZsOlifit . Vel or Sold %i Seft 12Lt3imiz No Yet No� Him ScIblibill (InvivingtOtierrifirl XO, Ox or OxO cm .1 5 �, &qu.t;ph.11.1 CA ventsir sold Val Scre Yes NJA Ponthri Head and Sit conflquiral Aquot;, $.M I 12��MJ2623 No N. " ) 6 id No Yot 23 W, Thermal Fibet-rIestaloand Sirsooth-Star Nominal 6&W24�6Aquot;Non-Innpach&QuiIQt Opaque 121i No Yes No NJA f-'&q-,s�'s-P9,Spw-1 si Voi Minti 12iii NO NIA tooll L Compol ' Is Edge Filbortifliess Door Partiolsivillith Vented r C 4 - sickell (th011iAngiOmblivinez X'i Xk)� or Xk'(K VIA .412 , oorl"guravors) 24 x Therm-T�uF-iber-aa�sic,ar�0$nm6th-SWr Nominal 8U3O,,0 HliquotNon-ImpaclAcIl Opaque ipj3lf= No Yes No N)A � = .'= . 1 03 = C.rinpoals Edge Fibergess Door 1"Analavill Vented >. LAJ , W or)OW C2 Sidelil �nswlrg;;Outwi XY . & configli.n.6 ... ) " = cm 25 y. Therml FlOw-Closill ond,Smooth-Shir Nominal 6&ALSb�8tqu0t,NZn-Invact&quot; Glazed 121i No Yes, No Wilk, WID . Cl I � LJ ca. il =3 r-Onlipi Esi ribarghluis'poor Poreeswth Vented I as i cli sidelital 0 ;MO/Ou6nnital A�Vkor)=x Florida DeparIntent of Business & Prolleal Pill 1 ii til -S w Ill , ,"Al Regulation Hire Florida Department of Business Ap,professional Regulation Fiords Deparlinert or Business & Prolessitional Regulation I I . ,at 1 al __ . at M >< oonfigurations) BulikifirigCodesandStandards lorall Budding Codes and �ftngards tw=1 Buldri Codes and Standards Hill ­7 1=0 Li- c)- 2B z Thern-re-T. Ficer-ClassiGarrol Sacath-Star Nominal 8W9:D,4quot;NQn-Impad&quot Glazed 12ill No yes No WA . I I � Composite Edge Fiberglass Door Portals vill Vented . T (to C= - Scoloal (Insong"O'hosill'i LXX,-XKX 6I X')= Product Approval Appillcollon Detail ProductAppronloot Application Dotal] Product Approval Application Dil U) .= III = oDirfiguralicim;l L - I Hills a, = cc .< - C-4 �� 27 ,za,Thermai Fiber-ClassioAnd, Sirrhooth-Star Nominal OUgl�.8,�&qkj.t,Non7lmpgGtgquot;,Glmd 121i No Yes No NIA !I it lillig1ilt Ill ION ININULUNNININEWgull 1 I ill !!it 1 i ;I fli w w Composite Edge Fibitriglassi Single bocurwk0l!t�;() , �- 81doil � limunoloatsvifing; XO, G)( or'LOXOL � L nommummesmommm I ,INMAN== 7a -= cul 92d, Gai Or Alk Deb coke P"IdIns, .U& traftwor I Date gone tol Panda bato — $Nit* or Dam Pending .!2 E iiii- = 'a u' I Aft 1 2111 212 cot. :.. ege ill a 2.8 za. Thernta-Tal Fiber-Oassic and Smooth -star N.21. I =�Il k.0.1-Implancill 'lazed I 2J3112M No yes No WA Z1111111 Verial Manufainlimer 2911,t gadhoor I Usual Validated Ill M,katud 011"111bed FRG Allogrunpil Aporm Shilit - TvOts Vital manani.amer 9401it f,ithewerau., yet" Submitted FOIC AMYAvW Ab MAIIIIII 7YA. venston Ax.auriagautor contest lenalmiler A Lj-. vwld.W Fel vaildow ftballibild FIRC Airproval AD at.- al H., := -at Composite Edge Posing" Double Door,�ihih RelAski 2ow I-Aill thirldhiraProducts LLC Ki Eden Recall Nlonni John W. 11h.-26%wift. PE 10m,tilatcla owanpo iWTW2q23 12,15"i App-led Rw- 2n)i L,m Thompson, Inti Thompson Arthttilictuirei Tel Chistralin Zachary R� P1169 Stwen M. Well PE oarl 7=20 wanal a9i 12JI61=20 Approved R-al 2D20 Florida Metal Products Ire. ch"Jorehis = 3: M I I � , . 1 4" �. Broker, P.E.0 Sleven M. Uft. PE 09971=20 mswrzo IOAW2020 12FIfii AwOvad - Iiiiii, Wn9Skielies, �,Isllytaghouramrw om . BI: gonfigurdort) catill acal C�lil 824-6644 PE-57,158 l9!54)M464 Metal% ConpanYATAMCCli 18131�lti PF,74021 (717)317-844s creeighl R"nit (904) 783440D CsUCKEiligirel (717ir W-8454 Cc CO, CD ilil tany@'Praefthia.flati.com Subcat.ill Rolilatilillecostorhiefth.liture., tilarkeflarre— Pr,11242 = .5 tj IV 20 zo. Thermal Fiber-classil; and Smooth-5tar Nominal 0 S.bibelogi Uriderentri kOrn-oddrimerae.�oom ==rrw illipeassores that Oro ter, I - , L WQ;Q Aqugl mpoliq[4i Glazold 1 W3112022 No Yes, No WA olorplish. Milithat L at' . ComppattPEAe Fib vill $&Ill , al integral porloflims R-agay-nim - a, = = , ,orglAso $in 'goL DporL I u onAtelpontoms IntognilL Part Orin. "OoHno'systarn C�,�p�*�,eM�th*O;-f.�mtqwWR��dfrm'- SjdsHL (I risminglOuitillilifing; X ,', OX or &O rjoi Registered Arntiner, or a Licensed RQrjdo 5. CE .T :,, I I , Goaptlaneir Illegal EAlantflon popenjohnia Fill RogiliterodArshlboat or. U-sed Pintos -& .= configura arte) Profelps'-sl Eagroer 30 zd. Therml Phor-Oal and Smooth -Star Nominal 8&#39:08quotNo�Impaq*Lict.GLa�.ed 12WI= No Yes No NA I L _ - - __ ".,� � - ,_ _ __ "", _� _ � __ � L- ,- Fic�M,Rt4st.mdArdiltmtoraLlmsW#Iwfda 171.1asell Engineer 44 - , ., � , - - , - , ___ , - 11 il­., , , '' " _­ , -i , .� , , - '' Pror.sholormal Enotser I L I L - - I I - - � . % e -_.� , � _. - - , , - ___ � '_�', " - L '. -1, � . -1 �; ;,�.� ,� - '_ � - ��., , _ " �', �"L'��, - ` -11 __­ ­ � L � _,� ' ­ _L: L"�� ��_:',�l - r ,- ��, L' I L - -___ -' :" - I 11 � - I �­ - I , , , i_ "", _ I - , __ L " i 'L ' � L: � � � " L�':r �' �` L " - � .... . . .. 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Thasma-Tru Ftber-Useask, and ennoorth-Ster Northill 7a#90l 8,quot;Non-Impactiliqui she how imil= No Yes No NIA a - A Hil"Odual hio*"Llikanbor O'li'llento Product DsoOdrill, icershnintsisairaflonlishe Ill cawl Hl Itilishawat Eugigl L axrldlt�Aasuran L ties enewt aft shild A Israel 10-1116I Coarinewit E'litarelidiri 0 0,111,11d. Hv8Z Rossi pres., 110 Hill x SwileaComposto Edill Fiborgel Single I TAMKO Real badirrhillymenfis (HVHZ) Roolumddirlynalsittiforiuselin nSCHVHZ yes NO NiM, NAA A" . Isbodud M,d,d N-4,,r Nil � �aglal binorlown I its OIL= outshal HVIHIZ Resistant press., :� ii�f"m" w" �Zajcwr,vilunutqot: Aluminum R100sVena forpitplial folibricated 12rMr21tk24 No Y'll M NA sill- DoorWthdrWthoUt,lgt*gl.;21%qdoli�(t) Liuruldooliall I TAWO Flat T.p.011-Ridgis V,Ont 1with Etaft 1. TH. Yes (Irel inglQuit,riiiiii, X, 0)( XO or OX0 bonfugidnations) 1 26 tri III roofvermhrt� .gh ball O"al Yes N/A N)A f(.. !A25'Ahvirrinurn 2 TAIMKO RW Undiril"Irts�NON-HVI-5t), Root uridedar,ent. t& use in FOC n.-HVHZ OSW2023 N. yes NA WA 2 TAMII Goosencelklivil 20 9L 09YOO/I No YeT NIA -W,52-6 jurwedons, 3 TAMI Off: Rki ROOVwtwfth BOW W U. stag.roofvortiladertilth Integrated bafflo owmaw Yes Yet NIA WA 4' TAMCO Round Top OtIl V6i with Baff6- W Tit, 26 go�. staft reafY.111aw arth begun 09MI20N yes Yee NIA H/A Florida DepartmOnt �Df Business and Professional Regulation Building Codesi, and Standards Product Approval Application Detail 3/15/2022 IFL025,111-11131 9291 Enil a � Date 2a PAIlk Date Status ._ Type Version Manufacturer Call EngkLIKA y,r,g,t,d By _ ___. Validated Submitted Pending AngrArved Approved Revis'lon 2020 R0_LYGLAi Maury,Alpii LiCilinSO Joli 11Y260020 10122J2020 FBC 12115�2020 Cai Roofing $954235i'AS05tn.alped@pol�gla,ss=,m Roloert'Nierninen I I Knekell PE w"Ut tu tec,ttegory: PE-591 66 (954) 1,7245224 11/0112020 Undehaymentr Com�pllaffice Methol. &a litwid(on Report from I a Florida Registered ArchitectOr p� Licensed Florida Professional � Engineer FL#5269-RSI Product% Cluffy.&Nu— -Awmimilittwult Appimamwgi Lm= Doelon S-9 Product'llillodol, Number orlilarrho Piriodueor Description 2ilintract twinsion jamylliz Dal Outside HVMZ Resistant Promr.e I Polygitil Rocf Uhdodayments Roolft underlayments IW21)2= No yel NIA -N)i 1 Polyglas- Rocif Undelaymilli (Hl FoPAII W und Islaym ants for use in III 12`23=23 YOH; No NIA INA WHZiurladictions, 1 2 Polygi Roof Underlayments 0oni Polyglass roof undwayments. lot use In 12123ri No yes NIA -MAll I FRO mou:Hleititz Juroodhotions. 1 Polyglas, RoofUnderlayment- (Il PoII rool'underlayments for use In 1`80112UM023 Yes No NIA Ni HViiZjuradictioner. 2 . Polyglass Roof Undertayments (non-ll Polyiloss roof underhi able, for use In i 212MOZ3 No 'Y'k NIA -Nill? FRO, rion-HitflifZ'jurlishilathorai, I Polyglaw Rocif Underlayments (HVFLI) Polytiteres roof underial ants for use In FRO 1 =V=3 Yes NO NIA NIA HVI-lZiurieldialliom. 2 Folygla%%.Roof Underlaymenti; Mon-XVi loolytilasi " erayrn all for use In 121ri No yes NIA -NIAirl Ill rlon-�",Zjunmhatjol 11 I I I Polyglass Roof Underloyments (HVHZ) Polyglass roolf,undeftmentsi use In 173i Yes No NIA WA HIVI-lZiurisdiclions. � 2 Polyglass Roof Uirdeftnel (norl-l-tv-0 lootilitilass roof underlaymeril for use In I W&= NO Yes N/A -NWl Fadma"viiiI jurisdictions. Florida Department,of Bull a Professoriat Regulation , POA4 l'of I Florida Department: of Butolness A Professional Regulation Il i .F3 Florida Department of Business & Professional Regulation I Pool oil . B641dirig Codes and, Standards Iffna2l BuildingCodes and Standa rds IM2021 Building Codes and Standards iiii Product Approval Application Detail Product Approval Application Detaill Product Approval Application Detail � 1111111: 1 1 1 1 1 1 1 1 � IN ININUMW 1 ENNINNERNIi � I 11 !I I I I � I i 1 1 I I 1 1 11 I 1 I 1 1 liiiiiiiiiii�� I I I i I i I I 11 I : I I 11 11 1 1! MFMEMWAAMBEEIMFAMWMFMAIIMMMNNRMVXWNMEEMMM I! Ill I I We ol .1 mallim Dl %jinto Do 11 �RA I i I'llillillillillill�ll! 11 , wall nommommommm I'll , a Us 2" I D94 I laul2mmommilm FAMEMBEffAREM Code, : I I I I I I I lial !I I I ill ill i I I oxwmmmxmomlmvauuvmmxm= EntitV o Oil Date Date Pouni Data tag Val Monstresibureir I - � L � Framesi&l.fisill-re . . , �Mdgttd Submitted Fel Al Aa 1" `­ Version, Mantiffasturill I . anti a Using, VWid,t,d EW widiud Submitted 2�gf!�� eagnizes, 4w. Tyl Version Manufaq,guris contact inairow & Urease Validated! By ve IT13.11.4 Submitted FBGAopwwl Apitrol Aill R.,iii,iI 2020 Loman.. Kistriae J.I Jal L Suolkirtu, Fiji. Seven M- Ufth, PE I TMO20 1112WOO 110J20201 ding FW Ai Revision 2020 am[ stool Andonlical IAPW U.11- poluater Carry W. wolinill 1113i 1 '110=20 11W2020 Api Wson 20X Global Protecticin Products, ILLC. Than Robinson Mitel -nit Jr., RE John W-Knissal PE Ca'Dall2MM 09AKi lofoipmol l2n512023 Approved Cle.9i Rooll.ing (501) 983-6163 PE-31242 (717)31T-8454 C*.;W R.Oling IBM .Senvoss LLO. (Mss"iso r;ateatl Shutws , er*750 PE44187 (964) 772-Sl a4 , Sulc!Cahtorr� flooffna Aosessorhas that Pro on kiweyelamo�.wm aubcat.gl R.'Ang -niss I I)l Higrind ca sub0ategori Storm Pausis �Qbtflscnauppontcom I liftlai Noorthe Rooffing system c".Ileado real "tation, Rpm ll a aft Pig M pilain pe Method Evaluation Report from a complasinne, mal Evidairtion Reli it Produpt Svelvato, Swity Flarkla Registered Architect Q6 Licensed Florida � MemdArchttel It Limsedi'lorka = Engineer . 1. ­ -, 1,-,, I , I , 1,1 ­­,'Pl, 1,1r 11 � I 11 I - ,; �, ,14M I - ,1�7 � � -, �' ,��,��" - _jl,�,_, , , �.��.,,���:�'I'�',,-"'��,,�.,'��.,��,�,�ll,"Y-,"-,-����,�,,�ll,�,-�"I-I��,�clI " ,q, ,,,,,,,,. �,�,,, 'e" r, _"��,�', " � - � " ��W��,V�,, , " n, - �,, , " I—, I ,, ,2, ;. 1_,!A �,,;�,Il, � - �,_ i, , - , , - �, , �1�­�Lt'�""&_; ,,j�g�,,�;i��",;" - I � - �, _", �', , ­ - , ­.. 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I -, 11 � � , '. . - I 1 ­ I �_ 1­ ­ _ , . , , , _ , - � , ��. _ , , - ,� , , - � - � I _� - Am"" for use Aporovedfor , __ __ I � -, , , , , � - ,- __ I - " , _� - - I - Lee Impad Dal all is &2di� 1,ewy- shall able, Country gets. sort Old Ea,sistn C.IrstreatErouneticallegit qat Phofite - Eminvor, ce imirmo UIHVHZ No outsids Kim Yes Ra"al NfA Postal NJA -1440 prushuat micesil, wunn bar ow Name Quality Assrurancer Product Deereflol Comtrill PaRraflan Approxiiad for Use Us In 14VEg Aorimilsed for Use Outside HVHZ InutacIt flasiatant Drivion Pressure, al Final Wal huffitner., No- I , Product nossreakin Cantrad Ekohrotiont Data , In HVHZ 0i HVIqZ Nowirl Prosoure 11, Thi &I IMP. steel A.&I -split Snake AtabilyGOO-Slots Flat Proffle, -Stockton. t�A i2im ,2020 No Yet 141A NA 1 -20 Gap Galvanized:Soll Storm Partelsi Corrugated Galvanized Shel Storm Panels retained 12J3112= Yes Yes Yes NIA I Deck -Ail DA-4 or 7RIl Deck-Arr CA-4 L- Final, ill. Polyprepylers, Postle, R-1 Vent l2fl0l Mechanically Alial to pywood 64*: No Yes Nis, .v.61l 1 $ ,S.." No - Phil ShAeAsal Split Sh.k. R.rP,eiI.-RWul 1-2121,2020 No Yes NIA WA 2 24 Gage Galillanized Stsel shorn Ponetti IZ or not by tracks IQ provide hurricane proitection. Corrugated Galvanized Steel Sborm'Pairels retained 121i 'No Yes yes NtA 19 20 27 , Sol FOO � Shialtis, ShuaAal $Olt Shah. " Sholle, &late Arial Siolit Sl TeWCO'n-a I at rot I On a Pha,Pl 41.1rion, 0A +2131=0 Felt Plat. -!XWO, CA 112I31M20 Hill try TX 1 mlool No No N. Yes Yet Yet NA NIA NIA NIA NIA NIA 1 or not kily tracks to provide hu rilicame, probe,tion. 28 We LOW "C - wy. Tx f2mi LM20 No yes NIA NUA gAlk rivi version Revision Z20 Panels Sao 9 Product Issical, NuaritmerorNamor 1 24go Gehienized Steal Shown Painalls Florida [$apartment of Businei Professional Regulation Building Codes arldStandards Product Approval Appikaltion Detail Pa I of I 'go J,Q�naz� Dais 24k �=, 21% Contact =1 III 'J'on" Validated Widaring aullaniffind i Approved status Mike Barbieri Iiiark L, Bernarell RE Troy Borkop. PE. IWI 1011512620 11iii IQ1612(120 Awmed , (661) 712-9882. PE�0046549 (95419i mlkeboallannewi�anshutths modal I QualtbilAssural Appro,virdfbrulse ma I roved "I use Mill Dal Prol poscapi Contractillxpration Onto In HVHZ Outskis flYffill Resistant Panel 24g. Galvanized §tealSbonn'Pal-Is 1�wmw 'is. Yes Yes WA . Florida Departmorwil of Business & Professional Regulation Pritil Florida Department of Susiniess,il Professional Regulation Psi 1 .r I Building Codes and Standards lall Building Codes and Standards M4=1 Product Approval Application Detail letioduct Approval Application Detall —_ Ill Hill islill l'ii, I 11 I I;i Ii I, l�i Ol 1 11; AIIIII111111 ill ill 'III! ill HIIII C-& Ill! III ION! im Salit, 2d, 210 Rea Pending Dels, INNAAAMIII�ll Code ilpi 1: I ,ill - - - Engine or� - Dig .Data Piton, 2ift zxm verst All,milleglular contest Emulator & litotes, ValkW,d W Validated submitted FIOC Aourl Asnaoriliad 9" TV Do yershoin shiluntremund 1�211611tl Eadal a wol Validated jef Vallual authrafriew III)CAociravid AtIonoVed storm ReM.I. 2020 MrFlak [no. Unt vilielden Icclilivoilefflonthevii,ii IcQ IliveltailiQln Sowl OEM ir2D21 Oal Dal APPI-ed Revision = we"'It-ser R.b Siddi I Cl- F�aj V .6 . Ser*v, L Lo Ion Letter. RTL Owl 10117a,210 QZiOl isporvillod Canaan, anal Components 1962)898-8635 til t.toginni Stnistural Comporent's ,125�)02"478 Jil 339�328& SUbCstel Trust P I Was � '3�Wdehrgrnfl­m atr5i, frtrs�twhw, 2whCpt.g.W. Enareered Lumber RcbertAAId9AQ0W&yeft COWPIal 111141fied: E�aurol Report Trom si. rtappilsintris iiihahool: E�sl.otlw Report from e I I .-I... Prodigal Evaluation r0i I Product Qvioluatign Ewttty . 11 I ­!_Ii,_�_ , - __ - ,� "-. - ,, - , , , ;�� - , , . , , _ - - e I , � -, " , , , , I �; ;'X,''5--,,,,-,�,.,i1L, ,,,,'-,,,,,,��,,��','��-,,,,�',,',�,,�,t�,,�-1,,�-,,:,,,,,,"",,,,rl.,,�,,--,.1,�,,",,,",",-,,,--,�,,,.�,,r,",.,,,.,",.�, "���"I'l""�,��-7,,�P,�,���,,"�-�l,,,'��'I'Lf' ,�'�,," ­�,,�',,,T� -',.�,����','��',,����,�,,��t"",,�"L,�';���� �,: : � ,. 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I ­ �," � , , - , , - - - , ", , , outdoor Ag."Ico Product D'soril coneralet falralort �", , _. , Approored for List Ral In HVHZ ��L � � ,� .. .... Anoravoll for Use Outside � , � trinlaw Roolistant " Design Pressure �­: ,,,,, I 11 8-09 Frooltict Moft thufterror Raw Product DeWellor, Agordinild In for Use Ader-edforuss HVHZ :outside U999L Reveal 20= 1 Mi I 8 go high MT-iltntrill sOalkilet- PI-t- lml=z Yee I Yes N#k NAA I = LVL tgninialled Varoser Lumber 0�li NO Tat NIA NIA 2 MIMHO i 4'ga super high rithenolk trust cormentor Plat. 12)10��22� YANO yes NIA NIA 2 PSL Panilholetraratumber ti No Yet NIA N4A � mile ir, gat, truss corme lorplatt, 12 I M r2122 Yes Yes NA NiA 3 'irmther'Stal LSL 4�orrlrrl Shroti L.raher qWl'i NO YdI T�,�6 'NiA 4 M 718HS U ca, high �Iaenglh tuniiis, .-dar phi ta 1 W3 022 li Yet Yes N/A fill 4 Tj Man EQQm shrumaii Composite Lill Or Created &tend OtOM,142=, 1 , N. yes NfA � ti 5 MT2WS. 20 ths. high strength russ school plats 1 2ii Yes Yet NIA NIA 5 virwomwauser Rt, Bol board Him Soord Orleatted Staind Board Rhi 8-:1 03131=23 No Yes NIA NIA 6 T-18. Ill I a to. t- connector pirtes iWl,2022 yes Yes NIA WA 7 T.2% MT29 20 go. truss tarinottof Plot- 12131 =2 Y. YV& NIA WA 0-09 TENN" VOl NUAI or Marco Prddm Dinterictil cturmedEwristion peto In HVHZ owslijill ,fthesallant pressurs I I-11W sCiG/Ai Hlighmir.strongth iH Uni SI Metakc-isel. Plat. li�loli Yes Y. HIA NA 2 , I TW B66hki flitgo-Plate Metal Cenneetor Plate 1wi/202it Yes Yes NA WA ,3 I7wqCGhwOdTruIM Metal Connector Plat, i?,'l Yes yes NIA NIA 4 ]TVIr8cahw"law". livet.rc64M.0"Phel. 1161=24 Yes Yes NIA 41A Florda Dilliparlirrent of Busines's & Profemonall Regulation I-i I e;� ., I , � , Building Codes andStandards al Product Approval Application Detall. llkv,twillLlkmlll'',,�ilil��11,1111r���l,�i!�ll�iiiiii�: 1 sommmossindommusnaloninomNEEFARIWANNEEM code — Illift am oarthirponater 090 71- V-skin Manufacturer Coal Embri-9 LI-res, VWIdW,d ev Validated Oularnifted FSC A -I A,-, — Alfirmation 2020 AphaAurrinum,im. Joel sitiet Wit R� Lomes stall m, vii PE 11/i5l 111111iiii lina,462a Appr6aid - cistagal Panel wells - ?4Q7T"§4 � P08 VE42-514 4TO)317-8454 subcatal Salinas elphtnewramanim,eyab. C*mHolhostmolethol Evalual Report real O.Com Flodd. RegWerecAmhIta.t ur . U-sed Fisirida Rofitesonel Engineer r , - - , Y,,,,,�,,,�� %r �--_­­a,Z�-�" ,�! �,�,-,� 1�6'41� �-,' 11 Ir Vl� �,� -` ,� - , -1- 1"a &W,�: -:iK�� - ����`. �, ."r NWMAXam", I A � , - " UWE" , -� ;�� QualbAssithronic ADDI'DVO(Ifell ArotAlW4 for Use lm1sarA vasion I11111 *,du,A st,doll. herable, or Usual frodunt Vasorliethon, Coal F.tantlign Delta In HVHZ. Cubic, HV R11cclont pressuns t ,OINhWAjuHmHnw Scho6orall Y�jvo Aluarthrumsoffly �uRhOAhjarjftUmraajk1 4,,asnp; VpOtedAulninure o7mill N. �Ylrt No Nw QMIJ9,.mp;_Whl sarfacti al wood Qual Assurenes Aossiannadial Anicarnoodfisruss JHHOHHI Down Sea # F-cow Hiclost Mentor 0 NOW ProducluMsirriptlon corwristattachiletwil till oultuldle Hy Removal Preassum I Quality Preal or C.min.aal Coreners Produldhe Precot, and Prestressed Coal Unrolls 05iii NO Yes NIA N/A I May 27, 2022 U) " (D E-ollissel = 0 0 Close Cn � CIO M > 0 > CL 0 CL < L. 6 U =3 -o 0 < L_ 0- 0) (1) -#--a 0 CU M =3 < -0 0- �-- 0 I L. � = < (1) Z __j :Z < I -i (L SHEET NO. PA 1,1 , ,:A f7,v; , I- L: �.l ".� ,I ,I I: � I _- N O U O O rr Simpson Strong Tie 2(120fBC Approved Products Updated r2r3lzo2oz p o • Simpson Strong .Tie 2020 FBC Approved ProductsSimpson Products CLICK t rsor2a o012p2 _ _ �P- . -Updated 2020 FBC Approved Products For direct Nnks to all SST appfovals fisted CLICK HERE: 12, R. _ r Simpson Stron: Tie 2020 FBC Approved Products � . pso g pp For direct Ilho to ail SBTapprove1% listed below, CLICK HERE;. Updated Y:2-.: 020' p .. t301? �♦ Q O W t:... „ For drect links to ellSST: approval&1StedbeI0W,CLICN HERE., ,. ,. - Far direct Inks to BST approvals llsied below, HERE., below, , -h ,. 'd .0 V ,. �- Fa'adtlitronal information ardin Flan. a.St tewwe Produ: t:A rover em ManY Oad Gaun. a9 .: _, g da a c...PP Byst_ and a. _ ,. 1Y Natide oT ADDe tan. ": N4) :CLICKHERE. p ce C-- A). :. a s a r - e -:d R+tamP-Dad � n FaardtlonaiiM attanrardln Flptda low aPoduct ov I'. man. eG arm _ ag.. regarding & .. N ... App s syst at ty -C C H RE N ae- rAcr toe ` O I K E c41 D a ne.N ., P _ (... N � e t t a nt -Dad' t a IMara8bhr a. I. Flan set wild -, Pr u t oval' em rid ami e. Foradd I m n @ oil Court Wn da...ate l rd.- ._ _. AP ,-� ty ,.. _ . eg.... g p H Nd[DB'of ADDa tanc:: CrA 'C K E I e N ). p.... _(_.. �L� lag. m - dS It e I r Flafdes elewlde Prdduet royal & rein; NNa1N Da Gan F antl win I M a an a dN1 en e Or m 4 $t __.... ._ gar. g p �.. ..... AP _ --.D k". ;. ICK'HERE. NOUDeDf A Da Ce rCY CL ...tan (.. -... , tY :. P >�?.. FL#,2355-RI L #10446-R6 FL#10466-RO 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1.5W to 3• V T 9118 and heights ranging from 45116" to 11". Concealed flange eg c # Product Model. Number or Name Product Description Sea $ product Model. Number or Name Product Description §Rgy,ji Product Model. Number or Name Product Description version (HUSC) available for models having width equalio or O O 1 Titan Stainless Steel Concrete&Masonry Screw (TTN-SS) IN' diameter Titan stainlesssteei masonry serer/ 1 i421, A23, A33, A34, A35, A44 Angles 1 BT, BTB, BTH Brick Ties greater than 3-9116" O L L O 2 APA21 APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3- 0 0-C - 777 3 APB44 APB44R APV866, APB66R, AP688, AP688R, APB1010. AP6101 OR APVB44, Outdoor Accents Post Bases 3 C514, CS16, CS18, CS20, C522 Coiled Straps 518" and heights ranging from 9-1/4" to 16'. O _ FL#9589-R6 APVB44R, APVB66, APVS66R, APVBBS, APVB88R, APVB1010, APVBIDIOR 4 CSHP18, OSHP20 Coiled Straps 13 LGU3.25-SOS, LGU3 63SDS, LGU5.25-SDS Face -mount hangers ('(f O `F� (U 4 APDJTZ-4, APDJT2R-4; APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R4, APVDJT2 6, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24 LU26, LU28, LU210 Face -mount hangers _0 Q yegg Product Model. Number or Name PmductOescrirrtion APVDJT2R-6 6 DSP,SSP,TSP Slid to Plate tie 15 LUC26Z, LUC21 OZ Face -mount hangers ,� C C O L 1 SDI 0112DBB Outdoor Accents Corm ectorScrew 5 APHH46, APHH46R, APHH610, APHHe1OR Outdoor Accents Heavy Hanger 7 H1, 1-1110A, H2.5A, H3 HS, H7Z, H16, H16S; H16-2 H16-26 Hurricane Ties 16 LUIS series hangers Face -mount hangers available in widths ranging from 1-9116"to 4- C/) L 2" SD91IZ SD9212, SDI 01112 SDI 0212 Strong -Drive SID Cannector Screw, e AP.L4, APL6, APT4 APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 516" and heights ranging from S' to I OA5AV', (n 0 3 SD9112SS,"SD92128$ Strong-Dr"51) Connector'SS Screw 7 APLH24, APLH24R, APLH20, APLH2.M APLH210, APPLH21OR Outdoor Accents Light Hangers 9 HS24 HurrlcaneTie 17 MGU3.63SD$, MGU5,25 SDS, MGU5.50 SD$, MGU6.62 SDS, MGU7:00 SDS Face mounthangers (tf Q 4 SDCF22434,',SDCF22v12 5DCF22614, SDCF22700, SDCF22858 5DCF22fi014;: Stron •Drove SDCP 7lmber.CF ScraN1 9 8 BVLZ Bruck Veneer Ledger Canrrectcr 10 - i HSS2•SDSI.S, HSS2 2 SDS3, H,552 3 SQS3;. HSS4 5DS3 Heavy Stud Shoe 18 serf hangers MIU es h g _ - i Fa mo nt ttan ors av 'rlabie rn wldtns ran in from 1 9l16 to .a Face u 9 a g 8 � .� . -. � J SDCF221134, SDCF221334 SDCF271958, SDCF272358 9 CBT2Z CBT4Z Concealed Beam Ties' 11 HST2, HST3 HST4 HST8 Straight Straps 118" and heights ranging from 6.15h6" to 18.1/2 , 6 SDCP22434, SDCP22512, SDCP22614. SDCP22700, SDCP22858„SDCP22912; Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4ZL, C454 CJT6Z Conoealed Joist Ties 12 HTSi6, HTS20, HTS24, HTS28, HTS30; HTS30C Heavy Twist Strap 19 MUS26_ MUS28 Face•mouht Bangers SDCP221100,SDC41221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI6KTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR SUL SURC, SULQ series Skewed face -mount hangers available invvidths ranging from 1-. 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combb-Head Screw 12 DS Dty Wall Stdp 14 LFTA Light Floor Tie Anchor 9/18' to 3-9116' and heights ranging from 3-1118" to 13-314". 7 813525112; SDS25134,8DS25200, SDS25212, SDS25300, SD.S25312, SDS254.12, Strong -Drive SDS. Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12, LSTAi6, LSTAI8, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange Version (SURC, SULC) available for all double. SDS25500, SIDS25500, 5DS25800 14 FWANZ Foundation Wall Angles 16 LST149, LST173 Straight Straps 2X and 4X models; onty acute Flange is concealed: 8 SDS251128S, SD62520OSS, SDS25212SS, SDS25300SS, SDS25312SS Strong -Drive SDS-Heavy-Duty: Connector SS Screw 15 GAI, GA2 Gusset Angles 17 LT620, LTB40 Bridging. 21 U series hangers Fare -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724; SDWF2726, SDWF2730 Strong -Drive SDWF Floor--to-Floor Screw 16 H2A, H2.5T, He, H10A-2, KIDS, H14, HGA10 Hurricane Ties 18 LTS12, LTSi6, LTS18, LTS20 LightTwlatStlap 6" and heights ranging from 2-5/8" to 11.19'. 17 HCJTZ Heavy Concealed Joist Tie 19 MOT Medium Girder Tiedown 16 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 StralghtStraps FL810007-151e, 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12 MSTA15, MSTA18, MSTA21, MSTA24,.MISTA30; MSTA38; MSTA49 :Straight Straps FL#10667-R6 20 1_30, L50, L70; L90 Angles 22 MST028, MSTC40, MSTC52, MSTC86, MSTC78 Straight Straps S_# Product Model. Number or Name ProductDescrinNon 21 LCE4 Post Gap 23 MSTC48B3,MSTC6683 Pre -Bent Straps Seale Product Model. Nun bar or Name ProductDescrtrrtinn 1 ATR318 ATR11Z ATR518, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 SkewableAngles 24 MSTi26„MSTI36 MSTI48, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available In widths ranging from 1-9116"to 7- 2 ATUO5, ATUDB-2, ATUD9, ATUOG-2, ATUD9.3, ATUD14, ATUD14:2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair- Stringer Connector 25 MTS12, MTS16, MTS18 MTS20, MT524C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7.1X'to'W', 3 • -' BP318 2, BP112, BP1I23, BP5/82, BP518.3, BP314, BP314 3, BPR7UD3 4 Bearing Plates 24 LSS,126LZ, LSSJ26RZ,LSSJ28LZ, LSSJ28RZ, LSSJ210LZ, LSSJ21`ORZ Field Adjustable Jack 26 NCA2x1012, NOA2x1212, NCA2x816, NCA2x10 16, NCA2x12 i8 n Bridging 2 DGBF series hangers g To flange hangers available � dths ranging from 3 a18, to 7 p 9 g g 9 4 CNW318; CNW712_ CLAWS!$, CNW314, CNW518 112, CNW3/4 518 Coupler Nuts 25 LSSR1:81, LSSR2.1, LSSR2.37, iSSR2 58; LSSR210 2, LSSR410 e Field Adjustable SlopeablelSkaxable Hanger 27 RCW 1' ' CWB14-' B 2, R Wall Bracing 9 1/8" and heights ranging from 814'to'24"' 5 CTUD55, CTUD65 CTUDW, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97; Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS2Z RPS28 Repair PlateSifap 3 DGF series hangers: Top flange hangers available In widths ranging from 1-1Zito 3- CTUQ98, CTUD99 27 ML23Z, ML24Z, ML287ML28Z, ML21 OZ Angles 29 RSP4 Slud to Plate Connector 518" and heights ranging from 7-14' to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 BPI SP2, SP4, $P6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to; 3- 7 RTUD3, RTUD38, RTUD4, RTUD4B, RTUD5, RTUD6, RTUD7, RTUDB; Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6 SPHB. Heavy Stud Plate Tie Siff" and heights ranging from 9-114'to 24'. 8 TUD9, TUD10 Take -Up Device 30 MMLV26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLU139, MMLU1311 Face -Mount Hangers 32 SS1 5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7; EG9,series hangers Topfknge hangers available in widths ranging from 5.IM" to 8- 9 TUW38 Take -Up Washer 31 RBD, RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115: ST2215, ST6215, ST5224, ST6236 Straight Straps 7/8"and heights ranging from 11" to 32-1/2". 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TS20, TS27 T630: T1336, T842,.TB48: T654, TB66, TB80 Tension Bridging 6 EGO series hangers: Tap flange hangers available in widths ranging from 3-518" to7- 11 URS4 1/2" Uplift Rod Run Tledown System 33 RTC227, RTC42, RTC2Z, RT044 Rigid Tie Connectors 35 TWB10, TW812 TWB14 Wall Bracing 114" and heights ranging from 11-114" to37. 12 URS5 518" Uplift Rod Run Tiedown System 34 STC, STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-7/8" 13 URS6 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB108: WB106C, WS126, MI28C, WBf 43C Wail Bracing and heights rang" from 8-112" to 28"- 36 Z2, Z4, Z44' Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114"to 7- 118" and heights ranging tram I V to 32". FL#10441-R6 FL#10031-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16 D I- FL#10447-R5 1/2" and'heigh is ranging from W to 30", At" Product Model. Num per Or Name Product Description 3ed # Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-7M' 1 DTT2 Hold-down Seq * Product Model, Number or Na h Product Desci lbtlon 1 C91­12:37XS.S, CBH2 37x7 63, CBH2.37x9:75 Concealed hangers and heights rangiing fmrn 10-1f2" to28"- 2 HDCI014, HDC10122 Hold-down 1 AHEP Adjustable, Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU DHU}andtop flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1 14" to 15- 3 HDQ8, HHDQ11 HHDO14 Hold-down 2 DSC2R-SDS3 OSC2LSDS3, DSC5R-SDS3, DSCSL-SDS3 Drag Strut Connectors available In widths ranging from 1 9118" to 3-9/16" and heights 7/8" and heights ranging from 7-112"to 32". 4 HOU2, HDU4, HDU5: HOU8, HOU1I, HDU14 Hold-down 3: GSC: Gable Brace Connector ranging from 9.118"to 23.15116"; 12 HGLTV series hangers Top flange hangers avaiabls in wdths ranging from 3-114"to.7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCPZ HCP4 Hip Connor Plate 3 HGU3.63.SDS HGU5 25-SDS, HGU5:50-SOS, HGU5,62SDS, HGU7.00-SDS, HGU7.25• Face -mount hangers 118" and heights ranging from 14" to 33": 8 LSTHD8, LSTHD8RJ. Strap -style hold-down 5 HHRC2-2, HHRC42,: HHRO42-2, HHRC4/1.81, HHRC44, HHRC525f3:25 HHRC5.37r3,12, Heavy Hip to Ridge Connectors SDS, HGU9A0-SDS 13 HIT series,hangers Top flange hangers available in widths ranging from 2-5116" to 3- 7 MASH, MASAP Foundation anchor strap HHRC66 4 HGUIS series hangers Face -mount hang are available in Wdths ranging from 1-518" to 7- 9116" and heights ranging from 18" to 26". 8 MPAI32, MPAI44 Strap -style purlin anchor a HRCI,81, HRG22 Hip Ridge Connector 318" and heights ranging from 5-5116" to 12-70'. 14 HUSTF sedeshangers Top flange joist hangers availableinwidths ranging from 3.1/8"to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210: LRU212 Rafter Hanger 5 HHGU5.25SDS, HHGU5a0-SDS, HHGU5,62-SD5, HHGU7 00SDS, HHGU7.25-SDS, Face -mount hangers 3-9116' and heights ranging from 5-21/8" to 13-1/8". 10 PAI18, PA123, PA128. PAt35 Strap -style purlin anchor 8 LSU28, LSSU26, LSSU210 Light Sbpeable/Skewable_U-Hanger HHGU9.00SDS 15 HUTF, HUCTFseries hangers Top flange hangers available in widths ranging from 1-9116"to 5- 11 STHD10, STHDi ORJ Strap -style hold-down 9 TBE4, TBE6 Truss: Bearing Enhancer 6 HHUS26.2, HHUS28-2 HHUS2102, HHUS46, HHUS48, HHUS41 D, HHUS5.50VIO, Face -mount hangers 112" and heights ranging from 3-7/16" to 15". Concealed flange 12 STHD14; STHD14RJ Strop -style hold-down 10 TC24, TC26: TC28 Truss Clip HHUST25/10 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA21&2, THA222-2, THA413, TFIA418, THAC418, THA422, Adjustable Truss:Hanger 7 HSUR, HSUL, HSURC, HSU,LC:serPes hangers Skewed face -mount hangers available, in widths ranging from 3- greater than 2-9/1 a', N THAC422. TWA426 THA422-2, THA426-2 1/8" to 5-118' an d heights ranging from 4-314" to 15-314' 16 HWP series hangers Top flange hangers available in widths ranging from I,9115'to 7- � 12 THAI1 81IZ2, THAI2.06122, THAl2.112Z THA1222, THAI322 THAI3522'; THAI422 Adjustable Truss Hangar Sized for WorislisL Concealed flange version: (HSURC, HSURC) available for ail 1f8" and heights ranging from 5,-318" to 281. 13 THAL422, THAR422 Skewed Truss Hanger pites concealed double 2X and 4Xrnodels, y acute flange 17 HWPH series hangers Top flange hangers available in ranging from 1-9/1 V to 7- i - 14 THJA26; LT1HJA26, LTHMA Multiple Truss Hangers- 6 HTU26, HTU28, HTU210 HTU126-2, HTU28 2, HTU210.2' Face -mount hangers 1/2" and heights ranging from 5-$X'to 32". C14 15 THJM2-4-SbS3, THJM2-5-SOS3, THJU28, THJU26.W Multiple Truss Hangers 9 HU HUC series hangers- Face -mount hangers available in-Wdths ranging from 1-9116" to 7= 16 ITS series hangers Top flange hangers avallable in widths ranging from I-9116'°to 3- o 16 TSBR2-24 Trus$Spacsr-Restraint 112" and heights ranging from 2.718" to 19-114" Concealed flange 5/8" and heights ranging from 9-118" to 18". 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUCJ availabieforall models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9116" and heights c u t 1S VTCR ValleyTrussClip greater than 2-9116". ranging from 5-5i8'to 7-IA". .� 10 HUCQ1.8119-SDS, HU00181111-SDS, HUC7Q210.2SOS, HUCQ210-3-SDS, HUCQ310- Face -mount hangers 20 JSA series hangers Top flange hangers available in width of 1-9118" and heights c r c= r6 C..) SDS, HU00410 SDS, HUC0412-SDS, HUCQ5.25/9-SDS, HU005.25MI-SDS,'HUCQ610- ranging from9-3/16 t313-118". SDS, HUC0612 SDSa- rrs o CV t d O � rCV o � N E c y c rla t L i C C d 4n Q c E w a a. u 0 Simpson Strong -Tie 2020 FBC Approved Products Updated 12130P2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 E� Simpson Strong -Tie 2020 FBC Approved Products Updated,Zl30IZo20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2420 For dkwt finksto all S£Tepprovels listed below,. CLICK HERE - , For direct linksto all SW approvals listed below,. CLICK HERE. CEMFor drect linkstoell SST approvals listed below,. CLICK HERE For direct Inks to ell SST approvals listed below,. CLICK HERE. For addtiwa) infarmalonregardmg Florida's Statewide Product Approval System and MarN-Dade County Notice ct Acceptance {NQA),S"KHR. Far additional information regarding Fimdas Statewide Product Approval System and Mani -Dada County Noce of Acceptance (NOA),cuCKH Far additional inforalor regardingFlonas Statewide Product Approval Y-tand Mami-0a a County of Acceptance SNOA, �LCKHE For additional information Flandas Statewide Product Approval Marn�ade County Notice of Acceptance {NOR), C_rKHF. 21 LB series he Top flange hangers available in Width of 1-9/16" and heights FLM 1460-R5 18 5/LBV1 56, VLSV1.81, SILBV2.06, &LBV2.37, 511BV2;56, S1LBV2.68. SILBV3,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchorfor concrete ranging from 6-3/8" to 15 1IS"" S/LBV3 56, Sti-BV3.62, SILBV4.08- S1LBV4.12, S/LBV4:2S, S/LBV4.75. S/LBV550 8. Strong-Bolt2 (STS2,ST52.4SS,iST82.6SS). Strong -Belt 2 Wedge Anchorfor concrete available in carbon 22 LBAZ series hangers Top flange hart ers available in width of`l-9116" and heights 3ec'# P�uct Model. Nurltper.or Name Product Description 19 S/LTT20, SIDTT2Z 5MTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from to 13118", O 5 1 - HHUS210 3, HHUS2104 Joist n oistHa.9er 20 S/MST60 19 $ 72 , +M T Straps 118 mil 10 a P (, 9 ? 7 Titan HD' HD-H THD-HMG THD-H4SS, THD-H6S5 THD-CS THD-CSBSS 1T ) T'rten HD Heavy, b Screw'Anchorforconcreteand masonry y uty` y 23 LEGS LEGS, LEW series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRS6 HRS8, HRSI2' Strap Ties' 21 SP4. SP6 Stud Plate Ties available with hex head Incarbon steel and Types 304 and 3113 7/8"and heights ranging from-9'to 33-VZ'. 3 HUCQ210-2-SIDS, HUCQ210-3-SDS, HUC0310-SD8 Joist Hanger 22 SSP, O8P{'TSP: Stud Plate Ties stainless steel, 4r'with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2, THG63, THGBH2, THGBH3. THGSH4 Joist Hanger 23 STC, DTC Truss Clip Type 816 stainless steel 718" and heights ranging from 9" to 32-112'. 5 THG02-SDS3, THGCO-SDS4.5, THGC.IH2-SDS3, THGQH3-SDS4`5, THGQH4SDS6 Joist Hanger 24 T13M Truss Brace Diagonal 8 Titan HO Rod Coupler (THD37634RG, THD50934RC) Titan HO Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3.3, THGW3-4, THQW4.3, THGW4-4 Joist Hanger 25 TJO37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger`(THDB25158RH, THDB3715SRH, THD37212RH, Then HO Threaded Rod Hanger for concrete 1/8"and heights ranging from 9.114" io 24". THO50234RH,THD10212RH) 26 PF, PFB, PFDB, PFDSBseries hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-8/8" to 7 118", FL#11473-R5 FL#13904-R5 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- Sea # Product Model. Numtier or Name Product Description Sec # Product Model- Number or Name Product Description FL#16230-R8 118" and heights ranging 9-114" to32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.-.6ZSDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SOSHDG, CCTQMS,62-SDSG-, Masonry Pier Gaps 2 FGTR; FGTRHL, FGTRHR; Girder Retrofit Anchor CCTQMi4:62-SDSG. CCTQM550SDSG, CCCQM3.62SDSG CCCQM462-SDSG, SAMJ Product Model. Number or Name Product Description 3 HIS, HISS, H16-2, H16-.2S Hurricane Tie GCGQ 60-SBSG 1. AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HETA20HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.82G-KT, ECCLQM5.50G-Kr, ECCLLQMD3.62G•KT, Masonry Pier Caps, 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECC1_LQMD4.62G-KT ECGLLQMD5.6OG-IGl-, ECGLRQMD3.626-KT, ECCLRQMD4 62G- 3 SET-XP SET-XPHlgh-Strength Epoxy Adhesive for masonry ,rrW: Product Model. Numbar or Name Product Description 6 HGAM10 HMO Masonry retrofit connectors KT, ECCLRQMDS 5OG-KT 4 Strong-Bolt2 (ST82) Y Strong -Bolt 2 Wedge Anchor for masonry �a n' 1 ABA44. ABA44R, ABR46, ABA46R liBA66. ABABBR - Adjustable Post Base 7 HHETAIB HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor :3. G 5: GOM5.50 HGU 7.0 GU .25 GUM9:c0 H UM52 , H _ , M 0 H M7 H Heavy Masonry ,Hangers y g 5 Then 2 N2 (T7` ) Titen 2 Screw Anchor for Concrete W 2 ;. -. A U44 ABU44 ABU46. ABU46R ABU5.5 A U5 6 BU65 BU6B U66R A U 8 B R, B ,. A , A . AB , B e,. Adjustable Post Base d) P 8 r : LGT2 LGT3 SDS2 a LGT4 SDS3 GirderTledovvn 4 LGUM26.2, LGUM26 3. LGUM26 4, LGUM28 2 LGUM28 3, LGUM28.4 LGUM2102; Masonry Beam Hangers y 9W 6 i HQ D S SS Titan HD (1'HD H4SS, T H6SS, TH C 6 ) :. n DHeavy-Duty.c c o ¢on ate evade le n 04 Titan H Screw Anchor rx b i 3 ABUSSR, ASUI010. ABU1016R, ABUI212 ASU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3 LGUM210-4, LGUM46, LGUM48, LGUM410 or 316 stainless steelwth iex head, and 316 stainless steelwith 3 _" ABW44Z, i48W44RZ, ABW46Z, ABWA6RZ, ABW66Z, ABW66RZ, ABW7 7 Adjustable Post Base 10 META12, META16 META18, META20, META24 META40 .Embedded Truss Anchor r � A31- 11, 5 MB A3: . 5 M13 A3.56Ig,25 MBHA3.56111.25 MBHA3.1219 25, MBH . ?! 2 , H 56l72 , H MBHA3 56111.88 MBHA3,56114, MBHA3.56116, MBHA3 56118; MBRA- 60n25. Masonr To Flange Beam Hangers MasonryTop g 9? 7 Titan Turbo countersunk head. Titan Turbo Screw Anchor for z 4 AC4, AC4R, ACE4, AC6, AC6R, ACES Post Cap 11 MSTAM24, MSTAM38 MSTCM40, MSTCM60 Strap Tie for Masonry (TNT) concrete or masonry 5 BC4, BC46, BC4R, BC6, BC6R, BC8, BCS2-2/4, BCS2-318 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.5019.25, MBHA5 5Df11.25, MBHA5-50/11.88; MBHAS 50/14, MBHA5:50118, 6 C944, C1346,"CB48, C666, C888 Embedded Column Sass MSHA550118 7 CBSQ44-SDS2 G5SQ46-SDS2; CBSQ66-SDS2, CBSQ88-SDS2, CBS088-SDS2 Embedded Column Base 6 MBHU3.5619.25, MBHU3,66111.25, MBHU3.56111,88, MBHU3.56114, MBHU3:56118, Masonry Beam Hangers FL#16837-R3 8 CC, ECC, r=U Series Bolted column caps with Wf ranging from 3-14'to 9-lt2" and FL#11496-RS MBHU3 56/18 MBHU5.6019.25, MBHU5.50111.25, MBHU5.50/11 8&, MBHU5.50T74, W2 ranging ham 3-518" to 7-112" M13HU5:50M6, MBHU5,50118 sea # Product fWodel. Number or Name Product Description O 9 CCO-SDS2,5, ECCCI-SDS2.5 Series Scrav�ed column caps with WI ranging from 3-1 /4" tog-1/2" and Sac # Product Model. Numlar or Name Product Description 1 XMSIO16-5K, XI $1016, Xi B1018.4if, XQIS1D16, X01 B1016-4if #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with.#3 i.. `tAQ ranging from 3-518" to 71/2" 1 DTT1 Z DeckTonsion Tie Drill Point 10 CPT44Z, CPT66Z, CFT8SZ Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowms, FL#13875-R6 2 XL0114TI224, XLQ114BI224�21< #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 12 EP844A, EP544, EPB46, EPB66 EPS47 Embedded Post Base Embedded Post Base 3 4 HD35; HD5B, HD78. HD90 HTT4 HTTS, HTTS SM Bolted Hoklowns Tension Ties Sea:# Prody.91 Mladal, Num bar or No Product Description 3' XM0114$1224, XM£r114Sf224-2K Screws with #5 Drill Point and Large Diameter Hex Washer Head 412.24 Strong-prive XM Medium -Head Metal Self -Drilling, O 13 LCB44, LGB66 Embedded Column Base 5 LTT19, LT720B, LTTf31 LigntTensionTres 1 2 . 45 SI) pym 8 SDW2230(7, SDW22338, $Div 243s, SDW22 8, SDW22500, Vt122600, S, ,, 83 ,. on rives EWP-PLY and TRUSS -PLY Screws $h g D t;tW _ - Tapping Screws with #6 Drill Point and Medium Diameter Hex g 14 LPC4Z, LPC6Z Light Post Cap, SDM2834 4 XQ11481224, Xi3114B1224-2 5K; XI14$1224, XQ112S1224 XQ11:2B1224 2K #12.24 Strong -Drive X Metal SelFprilling, Tapping Screws with #6i Drill Point U 15 MPB44Z, MPS66Z, MPW8Z Moment Post Base 2 SDWCI5450; SDWC15600 Strong-Orve SOWC TRUSS Screw 16 PB44 PS44R, PB46. PBW, PB66R' Embedded Past Base FLM3528-R5 3 SDWH193ME)R SDWH19400DB„SDWHlWWDB, SE)WHi9800DBv SDWH191000DB Strong -Drive SDWH TIMBER-HEXSoraw 5 XU34SIO 6, XU34BIOl6-5K #10.16 Strong -Drive X.) Metal Self -Drilling, Tapping Screraswth 17 PBS44A, PBS46 PBS66 Embedded Post Base 4 SDWH27400G, SOWH27500G SDWH27800G SDWI.127iOOOG, SOWH27120613 Strong-Drive`SDWH TIMBER -HEX HOG Screw #1 Drill Point 18 PBV61PBV10 Round Post Base Sea # Product Model. Number or Name Product Description 5 SDWS16212, SDWS16300, SDW516312, $DWS16400 Strong -Drive SDWS FRAMING Screw Strong-DriveSDWS. TIMBER Screw Grade) O 19 P044-16,PC46-16,PC48-18;PC84-16,PC86.16.EPC44-16.EPC46-16,EPC4846, EP084-18, EPCS6-I8 Post Cap 1 2 SB518x24,SIM8x24,913100 SSTB16, SSTB20 SSTB24, SST828, SST834, SSTB36, SST816L, SSTS20L, SSTB24L, SB Anchor Bolts SSTB Anchor Bolts 8 SDWS195OO,SDWE9712,SDWS22400,SDWS225OO:SDWS22512,SDWS2250O; SDWS22800, SDWS22900, SDWS221000, SDWS221100, SDWS221200, SOWS221500 (Into rior FL#35320-RO 20 PC4Z, PC4R4 PCSZ, PCORZ, PGBZ, PC8RZ, EPC4Z, EPCBRZ, EPC6Z, EPCBRZ_ EPCSZ, Post Cap SSTB28L 7 SDWS22300DB. SDWS2240008, SDWS22500DB, SDWS22WODB; SDWS2280ODB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPCBRZ SDVVS221000DB Sea # Product Model. Number or Name Product Description 21 PPB44-4Z, PPB44-:6Z Post Base 8 SDWS22312DBB, SD.WS22512013B Outdoor Accents Structural Wood Screw 1 DSSCB43-5; DSSCS46, DSSCS48, DSHS Bypass Framing Drift Strut Connector r11 V'^/ 22 RPBZ Retrofit Post.Base FL#13872-R4 9 SDWS27300SS, SDWS2740OSS, SDWS27500SS, SDWS2760OSS,'8DWS278WSS, Strong -Drive SDWSTIMBER SS Screw 2 FCB43.6 FC845,51 FC&475, FCIB49.5, FCB411.5 Bypass Framing Foxed -Clip Connector SDWS271000SS, SDWS2712o0SS 3 FPHS034S1O16, FPHISD3461018, FPHSD34B1018-5K, FPHSD34S1214, #10-16 and #12 14 Strong -Drive FPHSO Framingdto-CFS Self- FL#10W6-R5 Bao # 1 Product Model, Number or Name CMSTi2,;CMST14 CMSTCIB CS14, 0$16, CS18, CS20, CS22 Product Description Coiled Straps 10 11 SDWV13400 STN22 Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer 4, FPHSD34B1214, FPHSD34B1214.5K LSFC2.25, LSFC4"25; LSFC6 25, $FC2.25, SFC4.25, SFC6.25 Drilling, Tapping Scrawl Steel Framing Connector M 2 HRS61 HRS8, HRS12; FHA6, FHA9; FHAl2, FHA18, FHA.24, FHA30, MST125, MSTI38; Straps 97 mil (12go) 5, LSSC425 LSSC6 25, SSC2.26 SSC4.25; SSC6.25, MSSC2 25, MSSC4,25 MSSC6.25, Stsel Stud Connectors Sea ar Product Model. Number or Name Product Description MST148MSTI60 MST172, S/MST27, S/MST37, SIMST48 MSSC4.25KW MSSC6 25KW Y FJA FSA Foundation Anchor 3 HTSI6, HTS20, HTS24, HTS28, HTS30, HTS30C HsavyTwiat Straps FLM-8363-R3 6: RCKW3, RCKWS,§, RCKW7.5, R;CKW35, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA30, LSTI49, LSTI73; MSTA9, M15TA12, MSTA15, MSTA181 MSTA21, MSTA24 Slaps 43 mil (IS go) 7 SOB43,S, SCS45.5, SCS47 5, _SCB49 5, SCB411.5, MSC6455MSC$475 Bypass Framing Sli la4fip'Conne for 8 GH46 6, GH4&8, GH48-6. GH48•8,:GH410 8: GH410 S, GH66-6; GH66-8 GH68-6; GH68 :Girder Hanger - 5 LSTA9, L5TA12, LSTA15 LSTA18, LS7A21, LSTA24, ST292, ST2122 5T2115,, ST2215 Straps 33 mil (20ga) Sec # Product Model. Number orName r Product Description 8 1 , A51 T C 18 -6 18 SCS82 5 $7 SCS62 8 .. S S62 511 , SCS82 /1 Bypass Framing Co nectar ypa rig n _.tv 8,,GH61 O#6, GH610-8 6 LSUSH3,25, SU3Ha25, MSUSH3:.25 Bridging Connector 1 AS 18, AS:18S5 AS I BS6 18 ga Truss Plates 9 SCW3.25-, SCW5 5 Head -of -Wall Slide -Clip Connector 4 GLB6A, 01-1355, 01.55G GL85D,L GLB7A, GLB7B, GLB7C, G L87D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC825, SJCI0.25, MSJC8 25, MSJC10.25 Steel Joist Connectors L 5 GLST512, GSLT612 GLST516, GBLT816, GLST520, OBLTS20 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3" AS-20 20 go. Truss Plate 11 SS83.518 Bypass Framing Slide-Ol'ipSwt Connector 0 ICU 6 HGLBA, HGLBB, HGLBC, HGLBO Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST5224, ST9, STIZ ST18, ST22, MSTC28, MSTC40,.MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH7861414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HG7-3, HGT-4 Heavy GirderTiedown10 MSTC66, MSTC78, STS236 Straps 68 mil (14 go) Screv's W 8 UFP10-SDS3 Universe I Foundation Plate 11 MTSI2, MTS16, MTSI8. MTS20, MTS30, MTS240, MT830C Medium Twist Straps 13 XQ1SIOI8, XQi B1016-4K, X01 S1214; X0181214-3.5K, XQ78S1224, XQ78B1224-3K, #10-16; #12-14, and #I2.24 Strong -Drive X Metal Self -Drilling, S URFP Universal Retrofit Foundation Plate 12 S/81.56, S151.81, 31132.06, SB2.37, SB256, S62,68, SIB3.12, S/B3:56, S1B3.62, SIB4.06; Top Flange -Joist Hangers FL#15730-114 X0114S1224; XQ11481224-2.5K, X0112S1224, XQ112BI224,2K. X3481016-5K, X1S1010,;XIE1016.4K,X1S1214,X1B1214.3.5K Tapping Screws ^ 1 SB412,SI6428,SI84.75,S1B5.50 Z W 13 SIBA2.120, SMA2,12110 SIBA2.12fl2, StBAZI2/14, SfBA4.1818, SfBA4.18110, Top Flange Joist Hangers Sec # Product Model. Numbar or Name Product Description SSA4.18/1.2, SIBA4:18/14 1 ET -HP Adhesive Anchor for concrete z 14 SIH 1 A Hurricane Tie 2 GAC, GDP, GDPM-50, GOPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, CTH Gas -actuated fasteners and assemblies Q 15 S/HD88,'S/HD86, WHIMS: 5/H0108, S1HD15S, S/HD15B Holdowns 3 POPA PDPA-K, POPA-MG, PDPAT, PDPAT-K, PINW, PNWR PINWP W, PDPAWL, Powder -actuated fasteners; ihreaded:siuds, and assemblies J 18 S1NiDU4, S/HIDUS, $11HOU9, S1HDU71 Holdowne PDPAWL-MG, PSVL3 PSVL3•K,, POLDPA, PECLDPA, PTRHA3, PTRHA4 17 SIJCT, SIHJCT Joist Hangers 4 5ET-3G Adhesive Anchor for concrete' SHEET NO. May 27, 2022 PA 1 2 a i i i T II i li 1-7i I ,,, 11, i. t i t 3 N N L CA 06 N --� U =3 CU N Q C7 C .� C6 U 'Q N r- CU Q =3 U 0 cu "Q •L con ,Q c o cu Q ' .� -0 a E a) Co 2 c U) q- Ed > pp & c 0 =o I aq� C as. 3E. q qclan 41 rxCN ?w raduc# ��rdiral�yqi#rt# cumriE' firer v for o� NOA . 23..-0X .03 03 l�dF.+.a'Ti�'t��^.. � QO TIC ' �`;''�(P.�1=�j,:t,."T�p �: � - N d N � � C � C ✓ +iL v W C. O � a, Li May 2T 2022 cn E z o L CL O Q � U CL O L con V m Q o �- W Z Z z a CL SHEET NO. PA 113 O u) CQ O +r U MIAMI-M MAM-DADE- CcrlNrY PRODUCT CONTROL SECTION CU Q p DEPARTM NT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 �, ltoosr 208 Cast: Crete USA. LLC Cast -Crete USA, LLC CgstMCrete USAF LLC C� BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 331752474 T 196 31s-zs90 F Esc 31s-2599 { ) { } NU IC:E'OF ACCEPTANCE: EVIDENCE SUBMITTED T TICE OF ACCEPTAN EVIDENCE S7�7BMITTE � NO CE : NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED • _ +.., O O O7 -w v �—' C -- = = NOTICE OF ACCEPTANCE (NOA) www:miamidsde.eov/eeonomv U � (D 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #103-0608.04 3, EVIDENCE SU$ D UNDEit PREYTt1U APPRt3VAI. 12-i12{19.1 S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ## 14-0903.03 � O L s= N Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS O CL O � p Seftirer, Florida 33584 „ L DrawingNo. FD46I2, titled "Precast and Prestressed Lintel Details , sheet I of I, " ,, �r . e Lintel Details sheet 10 1. Drawing No. F'D4612, titled Precast and Prestressed f "Precast rt 1. Drawing No. FD4b12, hoed Precast and Prestressed Lintel Details ,sheet 1 of t_i_ � . p ^� � .}.. by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled prepared y 8 g 1, prepared by Craig Parrino, P. E , dated March 24, 2003 and Drawing No. rr ;> rr 1 dated 03124103 and .Drawing No. LT461 Z, titled Cast -Crete � , 6 & I2 O ([i O 0 SCOPE: P - 1 Lintel Zoad Tables sheets 1 throe 3 0 3 prepared b Cast Crete 4 , !a & 2 e S'afe > $h ., p I y . „ ,, " " - ' 12 Lintel Sae Load Tables sheets I LT4�i12 titled Cast Crete �# , t5 el� . ... Lintel Sq/'e Load Tables sheets 1 through 3 0 3 lust revision dated 06/I2/I4 all � O CU L s Tht NOA is beat issued. under the. a lteable rules and re atlons overnui the use o stet g pp gal , . g g f construction m als. .. _ 1 t revrsr n . 1 dated �1 rat 28' 2003 both G`rai Parrmo P.E. dated March 24 2003 as o # , g , P : : . 3 3 prepared b rat Parrino, P. dated March 24 2003 last through ra ur C , , da , _ , . g f �P P 1' 1' prepared, re .are. signed and Beale b Crag Parrino, P. on 0�/19114. p s Y , to f� �. . _ cA O � _. e documentation e _ _ The o um ntation submitted has been reviewed accepted by Miami Dade County RBR. Product Control [t {�. y,. draw s,si ed a»dseale b Craig 1'arruio P.E. 5 , ,11� d . Y �' , » r 1, n t�~ejl� is�yion t}ed 'March ,11,. 2008, ,411 signed and sealed Craig Par iw, K,., o - � �.. Q tCf / � � � Q ,,�,] {,y py.�7,. �uy� j� ,y Having �y Section to {lee used in Miami Dade County and o h uer areas T here allo Rxed by the Aµthority Jurisdiction B. TESTS 'y March i h ZLy li [i12. Bs TENS �Q . V) 4�)• L Test report ore flexural testing on 4' 6" & 12" Precast Concrete Lintels Filled and B. TESTS 1. Note` This NOA shall not be valid after the expiration date stated below, The Miami -Dade Co Product Control U dled Models total o 13 concrete lintel specimens, per AST'ME 52,9-94, prepared C. CALCULATIONS' Section In Miami Dade Coup d/o the ' at1 r AH.T m areas other than Miami Dade Coup reserve the right to have ty} { County)by i arch stories Report No. 30404.4 dated 04/10103 signed and Applied Research baba p . , 1. .None: Calculationsor Cast -Crete Lintels, dated 08f1912014, pages I4.201 through 14.236, 1. P g this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., ;signed and sealed by Craig Parrino, RE, accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None: modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke . C. CALCULATIONS D. QUALITY ASSURANCE - this secs tan - if it determined Miami -Dade Coup Product Control Sect p ce, is by County Co ion that this product or :material ,. r Craig 1. C lculrations or Cast CreteLantels ,dated 0S/Zp103 207 a es prepared b C . i a ,f , . P g , F P y g D. QUALITY ASSURANCE 1; B ar�•L1ade County Department a Re ato and Economic.Rescnrrces (. . 0' P 1 " fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. ` "niels .AS 1. By Mini -made County DepartmentQfPermitting, Environment, and Regulatory ��"airs. » High This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane dated 0.5129103 140pages, re ared b . Craig Cabdations for Cast -Crete Li ,. prepared �' � i Parrino, P.E.Parrxtio, P.E., signed and sealed by Craig ion ar , P.E ..... Ea MATERIAL CERTIFIC:ATiONS E. MATERIAL CERTIFICATIONS 1. .None. Zone ofthe Florida Building Code. 1. None. DESCRIPTION: (Cast —Crete) 4", 6" & 12" &Iigh Stroogth Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER . " APPROVAL DOCUIYIENT. Drawing No. FD4fi 12, titled P'reCaSY and Prestressed 1:.lnfiel Details", street l of 1, Machine Made Precast Lintels revised on M 1 Quality System f May 1, i stem Manual or Cast Crete M ins as , F. OTHER L Cast -Crete red0811912014, si ed sea a Craig 1. siren from�'A, Ina, dated signed sealed by g - prepared by Craig Perrino, P.E., dated March 24, 2t303 and Drawing Nts: LT4612, titled Cast Crete 4 ; b & 12 e Corporation dated Febru 03 2012 signed and sealed I. Letter from Cast -Crete Corpo riot, +�' , , g Parrino, P.E., certi in compliance with the Florida Building Code 20141ditton. , fY g p $` , Lintel Safe Load T shies ,sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March T4, 2DQ3, cast 2. Cast Crete Quality stem Manualfor Prestressed Products dated 2002. � ty System e eFloridaBuilding Code 2010 by Craig Perrino, P. certifying compliance with the g , revision dated June 12, 2014, all signed and sealed by Craig Pail no, P.E., on January 22, 2019, all bring the Edition. b. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ## 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel .Details- sheet I of 1, A. DRAWING LABELING: Each lintel shall bear a e ten label e c r' p nna t abe with the manufa ture s name or logo and the Miami Dade prepared by Craig Parrino, RE, dated Mph 24, 2003 and Drawing No: LT4612, titled 1.. .No he 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 considered after a renewal application be a0has been. filed and there .has been no Craig Perrino,, P.E., dated March 24, 2003, last revision dated March 11, 20 8. B. TESTS C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS None. 1. 1. None, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1 None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By M a►tar-Dade County Department of lZeulatory and EconomicResources (REP).product, any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number receded b the wards Miami -Dade County, Florida, and followed b P y � y D. QUALITY' ASSURANCE 1. By Mmm Dade County Departmentof Regulatory and Economic Resources {ILEX}. 1. Noire. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed„ then it shall 1. By Miami -Dade County Building Code Compliance Q,�`ice. be done in its entirety. E. MATERIAL CERTIFICATION" F. OAR , . - , INSPECTION. A copy of this entire NOA shall be provided its the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS I. None. 1. Compliance Letter with the Florida .Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 1. Nonce Crete USA, Inc, dated 08108117 signed & sealed by Craig Parrino; P.E.. This NOA revis"NOA # 19-0130.I4 and consists of this t Pe 1 page evidence submitted pages &M, E 2, E-3, E-4 and C%4 fi-5 as well as approval document mentioned above. The submitted documentation Was reviewed by Helmy A. Mir, P.%E„rM.S. einty A. Ma r, P.E., N.S. elmy A. Maker, P.E., M.S. eimy A4_ Aukar, P E., ns. W Pro uet Control Section Supervisor Procruct Control Section Supervisor Product Control Section Supervisor Ci'! NOA No. 20-itf 34.15 NOA No. 24• lla30.15 NOA No "-"30.15 NOA No. 20-0630.15 M Expiration Date. 09/11/2023 Expiration Date: 09t W023 Expiration Date: 09/11/2023 Expiration bate; 09/11, 023 E o j 20 J Approval Date; 0=0/2020 Approval Date: 08/20/2020 Approval Date. 08/20/2020 Approval Date: 08/20/2020 _ Pagel E-1 E-2 E-3 y Q _ Q, O 10 r N Y ' 6i y E s c ca = Q 3 4c is s, m ss co c to O. .i9 C i= CZ O 0. u 0 v._ Cast -Crete USA, LLC' Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIIMD NOTICE OF ACCEPTANCE: EVIDENCE, SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424 04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. L None. B. TESTS B. TESTS 1. None. 1.. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITYASSURANCE 1. By .Mimi Dade County Department of Aegulalory and Economic Resources (RER): .1. ,ByMiami-Dade County Department of Regulatory and Economic Resources +RJ. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS .6-0 1. None. 1_ None: � W 0 F. OTHER F. OTHER L Compliance better with the Morida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z (n Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. _ s. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 .Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. � 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet l of CD 1, prepared by Craig Parrino, P. E , dated March 24, 2003 and Drawing No.CL LT4&Z titled "Cast -Crete 4�"e, 611, & I2 " Lintel Safe Load Tabler ", t O �r rys{hyeets through 3 of 3, prepared by Craig Parrino, P..L'r , dated March 24, =003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, AE., on 0 January 22, 2019. =3 B. TESTS 1. None, CL C. CAALCULA`I`IONS 0 L None. D. QUALITY ASSURANCE. C6 L B)1Mami-bade County Department fJ, f Aegul 7toi;y and E' cono Ylic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. ^<^ 1..1.E �— F. OTHER 1. Article of Curiversion, for a name change: O i Offelaiy A. MAmr, P.E,, N.S. Cl Hebny A. AU"r, P.E., M.S. z W Product Control Section Supervisor Product Control Section Supervisor J NOA No. 20-e634:15 NOA No. 20-0630.15 Z Expiration Date: 0911112023 Expiration Date; 09/11/2023 Q Approval Date. 08/20/207.0 Approval Date: 08/*2620 —i E-`} 1-5�- SHEET NO. May 27, 2022 PA 1.4 /I IE m C� c TILLIT TESTING & ENGINEERINGCOMPANY WAT TRR A. TTLIA, R, P.6. tilteco%alsoycaln MLP.B.IJrcu ?.1441, T P)-.C.A:1i..,n"No.IX06Y1.Y PRODUCT EVALUATION REPORT REPORT NO.: 20-0729.01 DATE: July28, 2020 PRODUCT CATEGORY: Shuttm PRODUCT SU8•CATE GpRY` Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Pretgoon products LLC 4800 S.W.51 Str at Clavie, FlorWE133314 1-.,, PURPOSE OF EVALUATD This is a Product Evaluation Report issued b"WatterA. Tillit Jr P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chfirpter'No. 61 Ca20-3, "Method 1 D of the Florida Department of Business and P rpf¢sstexnal Reaulation. This product is tieing issued an Evaluation Report as described heroin, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify,;that the product is for the purpose intended at least equivalent to that required by the Code: This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and conditions 2- EVIDENCE SUBMITTED. - 2,L PHQDUCT EVALUATION DOCUMEN10.LU, Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thra 26 of 26 prepared by' ilteco, Ino,; signed and sealed by Waiter A. Tillit, Jr., P,E,; dated 0712$12020. This (hawing Is an €ntegral part 6!JP'is' Evaluation Report, .ArA''��A A Iffv EN NO. 44167 6155 N.W. 36th Street, Suite 305, MiAmi, Florida 33166 - Phone: (305) 871-1530 PRMI7taT EV, IjAT'It (V_[{ Qj(a;j1Jt-1)T28.Q1. a 2.2: TEST REPORTS: Large missile impact and fatigue load tests were performed armod under Protocols TAS 201 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TA . 0 tb a p S 2 2 Protocol. Test reports prepared b° Hurricane Engineering y 9 9 Testing, Inc., Reports # 96-569 dated 08/0911996, #96-570 dated 0911811996, #96-T30 dated OW20/1996, all three signed and sealed by "actor M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116119DB and # 2128 dated 10/0611908 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed byEdmundD'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. 2,3, STRUCTURAL- IN : _ ENGINEERING fiaCA...el±;r.J.AIiCiNS-' On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code, Calculatlons prepared'by Tilteco, Inc., dated 11/03/08 and 03112/1S, signed and staled by Walter A. Tiliit, Jr., P.E. 3. MISSILE IM PACT T I TAN - Large i a e missile Impact and r fBuilding e section 162 o the Floc a Code as B Idper 9 P,, TAS 201 Protocol. 4. VICIND LOADS ttESISTANGE: 20 Gag e Galvanized Steel Storm Panel tics been verified o- sustain € 9 e t s anwnd pressures. Maximum panel length shall bens indicated on sheets 8, 10, 14,15, 16,19, 25 and 26`of26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor h Spacing shall be as €ndicated on sheets 8, 9, 10; 11, 14, 15, 17, 18, 19, 20 25 and 20 of26, of Product Evaluation DL'lcumertt P.E. b. drawing N0 20-17s: 5 INSTALLATIONS- Installation shall be performed strictly in accordance With details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E,D.), drawing No. 20-176, Minimum separation to glass shell be; as indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document {P,E.D.), drawing No. 20-176. 6MATERIAL CHARACTERiSTIGSLND SPEGIFiCAT1ON5: Shall be strictlyin accordance with General Notes and Components Indicate on Ro d sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawin g rig No-20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, 7 LIMITg7it!m AND GONDmow OF USE. 7.1- Shall bO strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26; as well as General Notes# 1 thru 4 and 11 thru 16, indicated on sheet 2/ of 26 of product Evaluation Document (P.E.D.), drawing No. 20A76 prepared by T€lteco, Inc. and signed and sealed by Walter A. Tdlit, Jr„ RE 7.2. Product may 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. ProductEvaluation rodu Report prepared by Walter A, Tiilit,>ir., P,E. (Florida License N. a 4167 I' n of TitadPres de taco . ! c.,; Flon a CA-00 7 t n 0 9 ) ( 1 ) WARIL 1. D t TILTECO ADBdOH RECORDS P. E. REPORT:20 L GLOBAL PROTECTION PRODUCTS, LLC 120 GA43F GALVANIZED STEEL STORM PANELL DRWO # 264W REPORT A 20-072&01' I L I E(C�mc. TILLrr TESTING & ENGINEERING COMPANY rILT, PE - tiltPRDbUCT EV ATIQN REPORTFl.rr noDiA_4 mTGT rLI.A Iw,6YotOO6210: REPORT NO:: 20-0727.02 DATE: July 27, 2010 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY. Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED ST,EEL STIDAM PANEL MANUFACTURER: Global Pre l"UM J! duab. LLG 4800 S.W. 51 Street Davis, Florida 33314 1. PURPOSE OF EV ATION: Thi is P Evaluation s a Product Eva ua ReportIssued byWal#erA: Tillit Jr: P.E. (Syste m ID # 1906) to the Global Protection Pre#duets, LLC, Rule Chapter No. 61 G20,-3, Method 1D of the Florida Department of Business and Professional Regulation. This product Is being Issued an Evaluation Report.as described herein; and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code and to verify that the Is the purpose Intended d at least equivalent to that required by the Code. This Product Evaluation R review n revision in Report shall b subject to and of p e j. case a Building Code change that may affect its limitations and conditions 2, EVIDENCE SUBMITTED: 2,1 PRQEIUCT EVALUATION DPCU iIENT (P E D-)• Dr"Ing No. 20-171 , tilled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared try Tilteco. Inc:; signed -and sealed by Waiter A. Tillit, Jr., RE,; dated 0712712020. This drawing is an inteq"t*ri t+f4?64pls Evaluation Report: ` ,1 167 - AL0Ai4t� 6355 N.W. 36th Street, Suite 305, AiiamL Flaridh 33166 - Phone: (305) 871-i „ #A(3 t19'i-1531 tlfdj,l:AION RG` ART NO 20-09IO2 2 2:2, TEST REPORTS) Large missile Impact load'tests were performed under SSTD 12-99 standard as per section o 1609>1.2 of the Florida Building Code. UniforTrl static loads as per 5 A Section 1709.8.3 r S - 0. Re ASTM E 33 Test reports prepared by American Testing Lab of South Report 814.0 -0 dated Florida, , epo # 0 1 1 a ed 03111/02 witnessed by William R. Meh,ner, P.E:,, Bortz Moroz, P.E. and Henry Hattem, RE, and Report No, 0219.01-09, dated February 25,,2009, signed and seaaled by Edmunds Largaospada, P.E. and Henry Hattenl, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section I609,1.2 of the Florida BuildingCode. Test Report rFlorida, R rt prepared byAmenean Testing Lab of South Flnn Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E. Gonzalez, P.E. ' Tens{Ie test report No. 9CM-198 by QC Metallurgical, Inc:, dated March 13, 2009, signed ,and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as par QC Metallurgical Report No, 10KM-1316, dated December 1, 2010 signed and sealed byJerry Jaciofano, P.E. as per ASTM E-8. 2.3STRUCEUBAL MINEEPJN CALCULATIONS• On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind f s well load, a e as maximum morn vs_ design Wind load and anal anchor -spacing li R length based on tat1on ai and comparative arative analysis, and in accordance with section 1604of the Florida Building Code, Calculations prepared byTilteco; Inc. dated 1211S/10 and ()Mt13 for this revision sin a d'sealed b Walter , ( ), signed n y A. Tiilft, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section I W9.1.2 of the Florida Building Code, as per SSTD 12-99Standard and TAS 201. 4, WIND LDM35 RU(STANCE, 24 Gage Galvanized Steed Storm Panel has been verified to sustain wind pressures, Maximum panel length shell be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5 9,10,11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel .Storm Pane] has been verified for cods compliance to work as a non -porous storm shutter assembly, as per SSTD 1249 Standard. PRODUCT RVALUATT DN RV_,ORTNO '2Q-„QU7 B2 -3.: 5, INSTATION: Installation shall be performed strictly irkaccordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Documen# P.E.D. , } drawing- Na. 20 175. Minimum, separation to glass shah be as indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D), drawing No. 20.175. L_MATE iAL GHARA ISTICS ANDS ECIFICA �. C`T�R P TIONS• Shall be strictly in accordance with General Notes and Components indicated on sheet and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20.175. Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E:D,), dritwirig No. 20.175, 7.LIMITATIONS AND CONOI -IONS OF USE- 7. 1. Shall be strictly incompliance with General Notes No.. 1, 8 thru 14, Indicated sheet 1 of 8 on e 1 of Product Evaluation Document !ua P.E.D.), drawl No. -1 ( ), rig 20 7t3 prepared byTiiteco, Inc, and signed arid ea€ed by Waller A, Tilll#; Jr., P.E., 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1020.2 of the: Florida Building Code, 7.3. Product shall only be Installed into PouredcanGraf Concrete, concrete block, and wood frame structures: Product Evaluation Report prepared by Walter A. 7I111t, Jr., P.E. (Florida License Na, 44167), President of Tliteco, Inc. (Florida CA-00067I9), O Cll UA Cll M > U � W O � N 12 V! -r✓ C O CQ U .� � O >✓ L O Cll ?� CD C O O :t=• ICU LL_ "_ O _ Ca > cn CU co T �o GENERAL NOTES, B-31 IN CASE THAT PRECAST srgtlE, at PRECAST CONCRETE PANEls, mfctb OR aS9aD BE FOUND ON THE COMPONENTS EQR-""�("'U.•LIiiR t LIFE SAFETY STORM PANELS ale, 2!<, 3/a. ale, s>s, ifs, (SCALE 1/2ffi19 tw/to, 2w/10, 3W/to, aw/10, 6/s 11�1ORTM ,In �.. Mum11 39 -=-few °='n EXISTING WALL, LL BE R5 MNHL 8E LOOK. ENOUGH TO RFAf]I THE MAN STRUCRfftE BEittA� SUCH PAtiELS. sw/10. 6w/11 & 7W/1 t t. CCOR PANEL ERMN aN 7HE PtINDDCT EYALUATDN DOxlMElT (P.EO.) HAS BEEN L2RItEO TOR C0IDILLANCE IN ANCHORAGE SNitdl A5 M1ENtmNED W B.1) AD IN B1). 19.198• (Tt37A1 w76tH)----•--- I6.196' CIDIAL WV"---- , ACCORDANCE VAIN THE 2020 (I1h EOOION) OF TFE F=V BUtDING CDOE (C) TO EXISTING WYJW Oft SPECIFIC GRaxrY._r- 0,55 ,lkIL ; i 12s0a• tEFiECTNE. WENN) ---._ s 1/41e TAPCON ANCHORS, A5 MA NUFACnrRED BY RT.W. SLAM, INC. - -�-f 1 3" MAXAF1dWR5: FOR CONCRETE SEE SCHEDULE ON SHEETS a & 8_ 3` ANK FOR AND LOADSPEED SFNU. BE DETERMINED F4 PER N WHERE E THESE THE LBO',[ II€HTmtlEaO CODE, 1 m:fi 1/4'-------.y.. -ry 10•'-'•7 ! C '6 'I i i"!" Mfit FOR WOW SEE SECTIONS ON SHEETS 10 4 11 FOR A WIND SPEED AS REOlIED BY THE JUPoSDICTION WHETS THESE SNVITEIRS WRL IxiT A.ND - >l/4-10 PANIELAtA1E FEMALERIMS. AND PAEtWTE PLUS FNClIORS. 145 MANUFAURIRED BN' EECO CON511WImTION PRODUCTS. ! " 2 I ! J.350:- • 0.036' #IIaV,-1WCS i. 3'J60"-�. O f • p FOR A DRECTIONAM FACTOR Kd.+0.88. USING ASCE 7-16 AND SHALL NOI ETfCEED flE MAXIMR7A T) 1/4Y iAf �71EWO D S N.D.S: OE" PRESSURE RATINGS INCI CATE'D ON SHEETS 7 TM 12, :14,. 15, 16, 19 A 20. - 7/18 P x S/b' WOOD BUSNPHi,. AS DISTRIBUTED BY ALL PANT SCREW, BOLT $ SPEt7AETY Cp. I %- � -. . �n �,�.�� „�, IN ORDER 70 VERIFY THE ABWE COMMON, ULTIMATE OE4tGPr. WIND LOA45 DETERMINED PER AWE 7-18 - MVANW STEEL. 1,t41,.. i+ ((�}'1^T _T 'r�'-T'--?T---r -rf-•r_--r 'y '{'`''` �''1 • ASPN: A-S63 ( ° • f . . I 1 5 1 Y i 1 C.t) AND YN a FE FALe IRATWN INTO WOOD 9P TAPCON ANCHOTtS SHALT T tj2• AND 2' FOR ELCO PANELtsAT€ PLUS � • 1��� HE}AM FN} SHAD. BE FIifiT REDUCED 1O A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEN BY 08 INORDER TO ^ -` t_.,y GRILLE S0 AND PANELAAV:€ FTtAA4E m. ... COMPARE THESE. W/ wAx. (AS.D) DESIGN PRESSURE NkTN/Gs DNCaG4TED eNN S14EE7S 7 OHRU. Tx; IA, 1s. 16: TS &. 2D. �EDGE + 1 `°"7" °zEO sr i / .%; 1 z�bsr c*iY. rye Cal &RM 1tIHE'ADED PENE41PAimN OF LAG SCREW. sRo THE WOW FRAAE t3ARF StNTQi !� 1 T 2'. NO 1HREA4® 1000' .2�0' t TYP, Am A-653 � T 2. :2�A• 1 MID)'IYP. IN ORDER TO VERIFY THAT A ON THIS P.&M AS ITEM WERE NOT OVER STRESSED, A 33X INCREASE IN ALLOWABLE PFlETRATmfI INTO STUCCO SMALL BE COI/SII�ED AS PAITf OF T!E R€OU9tET3 itiREADEO TXK � _ E� 0RR12E :SD NR1MMiN IiLT+uL A-1 F � DETAIL AJ STRESS FOR WIND LOADS WAS 82L USED IN THEIR ANALYSIS: FASTIENERS SPACING TO WOOD HAS BEEN DETERMINED IN '7� E; .ACCORDANCE WITH N.D.S. 201& m3) MINWNM EDGE DMSTMM OF LAG SCREWS. INTO WOW SHAM BE AS INDICATED IN THIS DRAWING LJ0.rAlL A 4" 0-90 DAILY. t,�lALL A t , 4&V f q� STORM PANEL'S ADEQUACY FUR IMPACT AND WIND RESISTANCE HAS BEEN VERTFIFD M ACCORDWCE WITH SECTION 1626 OF L. _ - _._ _ _ -. _ -._ _ _ _ _._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ 6 4 O THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING & TESTING INC. REPORTS 9$-S0, U-570 dt 96-130 AND CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 51W. 1/4• 0-20 SCREWS USED SHALL BE 1 1/2- LONG WWM '+�-1.360' 1. ` �4 { /� EQ F04MTRA7M TESTING LAB. INC., REPORTS #2032 & IF2126 . AS PROTOCOLS T-A5-201, TAS-202 AND TAS-203. SHOULD STUCCO EDOUT. AND I' MINIMUM FOR WALLS WITH No STUCCO. ` 5.260' ' '�� i� 5-mm AS WELL AS AAERICAN TEST LAO OF SOUTH FLORIDA REPORT 10219.01_W, AS PER TAS 2DI. TAS 202 AND Q ��. END STORY PANEL >/ � W v TAS 203 STANDARDS. Cb) IN CASE THAT PRECAST STOE, OR PRECAST C0AIGRETE PANELS: STUCCO OR WOW BOARDS BE FOUND ON THE EKISiNIGG 2 ALL MLHMwUII EXTRUSIONS TO BE 6063-T6 ALLOY FdKt TEMPER. (UNLESS, OTHERWISE NOTED), SEE SHEET 2, WALL. ANCHOR" SHALL BE LONG ENOUGH TO REKsd THE WFD STRUCTURE SUCH PANELS. _ t ANCHORAGE SNMtl BE A6 MENTIONED IN C.1), C2) & C.4) 3, ALL ALUMINUM MEET METAL USED AT CLOSURES SHAD. NAVE }TO6-H14 ALLOY. t "'-_•.....E. 4 ED) ANCHORS SHALL :, wSTMLED'F'OLLTXWNNC ALL DF THE REOOMMLNDIiTiUNS AND 6PEOEICATKINS. OF THE ANCHOR'S MAAWFACTt1RER. 5 I•u.O". , -.. 3.187•- f. i 1` C CS CIS L2 . 010 STEEL SHEET AOTM PANELS SMALL HAVE STRUCTURA. 9UAAli'Y STEEL ASTIR A-t153 6RAOE 50 MTtBMUM, G-60 8. P PADlEt._RD I#' y, , .100•' +i +6 .:.5.. ..TSB`. • _ _ BOLTED PANELS W/ 1/MF-20x1" GC1 yG GALVANIZED STEEL DESIGNATION W/FY+• 58.5 W (AFTER ROLLED). ANELS MAY A.SYI BE 945TAJ.EO NOIZORALLY FORLOYAHO INSTAI;dATmH DETAtS. SNOWW DN SEL'TON 3 rHROtlOH 10 (STEERS a W%Amew Eats. j 3 ,1'' "C' _ T26- � 750" U P 5: M.5, BOLT W 7 �+ •✓ C W p" i Lr - / /B" #/32" TNiRTwOH $) EXCEPT THAT HEAOER5 & ( SMALL NOT USED. !!!! .Rmoa y` i m A! O 10 AN E • 4 "�'I (SEE s€C'IIONS. As _ (SEE. SECTIONS F OVERLAP Ei ' w O p_ S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES W CORROSION RESISTANT CWi® CARBON STEER. AS PER ' � , ` 10ff. �.�, � TW -_-_€ � 083' 1 � 12 1/8. 0.¢. t2 ,/2' O.C. i ��LL) N � ON SODfa W! 50 kN Wfl¢ STRENGTH AND 90 i,il 7ElNSILE STREHCDi k SHALL COMPLY W/ MORIDA BUILDING CODE 9. R SWJl BE THE RESPONSIBILITY O' THE CONTRACTOR 70 VERIFY T!ff SOUNDNESS OF iFff STRUCTURE WHERE SHUTTER IS YD i 111 /S _L-1--i-..L-..1.� Q O N i ATTACHED 1'0 WBIINE PROPER ANCHORAGE INS %%TER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME SECTION 241 3.3.4. 3.3T3`.. 1,6W ` eUI DINGS• r { 4 SOOT• 083' 4.000' { I.SDO' -4 i t sEE :439' AJ9' CC d �`• .� C 8, OUTS TO BE ASTM A-3M GALYANt2ED SIEEL, OR .t151 304 Si'NIES SSARIi55 SRiL, W19I 38 keI MINIMUM YIELD �. • { g.t COOT" & IF7AY 1 OEiA4 1 • ¢ STRENGTH. 70, FAC11 RE1DUUdt 5R)RMI PANEL PADS LENGTHS OVER 8`-8 THROUGH 12'-4', AS PER SECTIONIS 8, A 9 & 10 AND ALTERNATIVES e'W. 9W & IDW ON SHEETS 66 6 & 12 RESPECTIVELY.' SHALL HAVE A LEGIBLE AM REM{LY YISNfiLE TAARDt11TG INSTRUCTING 011iEtd OR 7, ANCHORS 7O WALL 9#ML. AS FOLLOWS; TENANT TO SECURE PANELS WITH AApIXYBLE MID PMOOS OF HUFA#ON E WAARNNHG. xM1 "w.'-' R 0..F25° :(A) IR cXSM MEEDI" II. THE INSTALLATION CONTWAOROR L5 TO Z%CAULK ALL 94MM COMPONENT EDGES WH" REMAIN IN CONTINUOUS CONTACT WITH _.�. - plyL R ._..y..,-�-..-;5 ,Mot._._. _.-....1.' _ is y O r Q !/4Y TMCON ANCHORS AS MANUFACTURED 8Y i'.T,W. By DENT, INC. Ellin. T'c•-3I92 p.s:e.) . THE BUILDING TO PRELIM WNE/RAM INTRU57OH. ;I3 IC YON DE�i`A1L.. A - !/r- r x 7/5• cMK-1H ANGNORS, As MAFIrF'AciuR€D BY L�ww.r wD, EMiN. r�3aW aa.I.) 2:oDo^_..,•,, � 9Q'� sa - t ROUNDED CORNM O EMM OF PANELS D,M.., �.1�4 ±F - :.. _- -_ _ -_ ^....__.,._ _.. ___ /4"0 x 31e SWO-SET ANCHORS, AS DISTRIBUTED BY ALL MHfO %.,M. BOLT 8 S 111 CO. 12. SrORM PANFI wSTAUATWN SH4tL COMPLY WR'N SPECS INdG4TE0 w THIS 9RAlWNO PLL15 AHY BO WHO AND T9NIN REGULATIONS At d (UK r_300U p.4.L). MOLDED BY THE JUR .'TiON WHERE PERMIT IS APPUED To. END LIP Wf HEMMED: EWE, Mh• HEARER O We BE/1DEIZ � � � /"�,,,,� /�,�� (�„ i. 114-i0 PANELMATE FEMALE m & PANELMATE PLUS ANCHM, AS MNNUFAC HEIR) BY ELCO CONSTRUCTION PRWUCTS. 13. (4) MS PRODUCT EYAMUATDN DOCUMENT (Pi.O.) PREPARED By THE ENGINEER U" GENERIC laVO DOES NOT PROVIDE wFORLNiION N'T v' lJ +.:! �.:!" (MIN. re>•3350 PaT•1 � ANGLE WITH STUD [�1GEE , WITH o ID o o _—v��v... +.P m 1/4"f OF TM -GRIP ANCHORS. AS MANUFACTURED BY TRU-EASY CORPORA7mN (fSr�360Q Re.i.) FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE SITE COMMOM DEVIATE FTOI THE P.E:M y CC $ %-,: LNM"A, ' 1/a, 2/a. a/a, 4/a, s/s, 7/s, -s ,tw - y-o VARIES A7) NIMIYW tid0EW1ENi TAPCON ANCFDRS INTO POURED CONCRETE SFW.L BE 1 3/4•: 2' FOR PAt4ELW7E :EN++LE (W) CONTRACTOR TO BE RESIT"OSILE FOR THE SELEC M. PURCHASE AND INSTALLATION MCLWING LIFE SAFETY OF THIS PRODUCT `-{ BE - 1W/10, 2w/10, 3w/10. 4W/10, � y E r/0 a 2/t4 .374' i SW/10. BW/11 dt 7W/t 1 g/s S �o w WSW ON ION P.E.O. AT SITE HE/SIC 0 DOES NOT DEVIATE FROM THE colNWmrNs DEPaED ON THIS DOCINEN7T. a .574 ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & 9 I d D AND EMBEDMENT PLUS AND 1 1/4" fTDR Ci rAr-S7IP ANCHORS, coH6TRNxmaY SAFEfT' AT srrE a THE mnrrwcrDRs RESPONSIBILITY TyP�' s' "'T:7�'' V .3SO' iCF PAML .188• .1.-, 10' J.72S' t N 4Y-20, 3a SERNB I A2) CAR-M & SOND-SET "MRS WAN. SE EMBEDDED 7/8' INTO THE POURED CONCRETE. NO EAIBECTAENT INTO W THIS PRODUCT EVALUATION DOCUMENT YILL BE CONSIDERED INVALID IF MODIFIED, } T.,4tN7"1.H 375' � 7D^. -. � .840" i 5T1HD R14E[iL � FOR WOOD SEE SECTIONS ON SHEETS 16 & 11 O SRKDCO SHALL BE. PEBAIitEO: f/4" e-20 SCREWM3 ! SMALL BE 1 1/2• LONG MINNBNUNSHOULD STUCCO EOLSr, I .s I , ,IN01E art tJ2' D,C. ND 1" MIfIMUd FT1R WALLS WITH NO STUGCo: AHD MAY BE HEADED SCREWS OR ALL 'THREADED SG'REWS W/0 N}gADr (d) SITE SPECIFIC PRti3ECIS SHALL >E PREPARED BY A FLORIDA REGISTERED SSaRt#'aTt OR. ARCHITECT WHICH WILL BECOME THE OUT WITH WIND NUBS. ENOIREER OF (€, PO FOR THE PROAD t AND WHO WILL BE F1FSP0lNSi81E FOR 'ONE AW !" ♦ +d� t1 PROPER 1 (rr' 7HE P.E.D. ENUTNIEER O' RECHTRO, AGiNa; AS I C DFAWTED ER TO THE 6! NfiXC tOR ,S6r ± ( COOT• , REGULAR F ORtWI P i� j, i (1) A 9 ELEVATION A3) E CANE THAT PRECAST STONE, PRECAST CONCRETE EON PANELS, PAVERS. CH THE OR WOOD BOARDS BE FOUND 1L3 THE P.ED. ENGINEER, 5HAJ. SGBtNtT rU tWa UTTER THE SITE SPECIFIC DPAWwGS FOR REVIEW, LOCATION Al ! EXISTING WALL 7>R FLOi2 .UMtt��13_ HORS SMYdi. BE TONG EHHLHOO TO REACH THE MAIN 5TREM,TURE BEHIND SUCH i EVEsf PA1EI. OYBIAP M • Nk .085, N.T.S. PANELS. ANCHORAGE SHALL BE AS MENTIONED IN AI) AND IN A2). W THIS P.ED. SHALL. BEAR THE DOTE AND ORGwAL SEAL AND SIGNATURE OF 714E PPIDFES90NAL-2000'--- (B) To EXIgpIN[ ND7xaF1F OirAt WaI I ASTu r•-S&• ENGINEER of THAT PREPARED D. .626`f 'TTYP.1 - 1/4' F TAPOON ANCHOR4 AS MANUFACTURED BY 1. T, W. SRAM, INC. 14. STWTER MAHUFAMITIERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM 7. KEY HOtF. Wt IdER i/4• • x 7/8' CALK -IN AINCNDRS, AS MANUFACTURED B1' DEWALT INC. (UN. rc�/500 (+.s.e.) PANEL SHOTTER IN ACCtBDMICE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE rASEL 'j (�083' Ai TRACK AH{a'"ti *i'AL 1'ItAGK iI{LAiT PLATED T 4• Max: f�.P SHALL BE PLACED FOR EVERY OPENING. LABELING ID COMPLY WITH SECTION 1709.9.2 OF THE j DA4f (MinS "'+ "-" �44"e 1yyMFiiM WITH STAID W VA]W�-7NlDLE MAL")) / t/4*0 K 3/4' SOJD-SET ANCHORS. AS OVEMO WED BY ALL POW SCREW. BOLT & SPECIALTY CO. FLORIDA BUILDING CODE. (MIN, V� 1800 P.a3.) rfltAWlTift SHALL ONLY BE t, I� - IM-10 PANELMATE FEMALE m AND PAkONATE PLUS ANCHORS. AS MANUFACTURED BY ECCO CONSTRUCTION USED TO 5E46 . _ 7 1' _ 1705 C+" PRODUCTS (MIN, rc-2071 P-04 RµNMNNNWiOBTAIN PERND'S IN TIRE STATE DE FRDttmA 1S- LING p! ,••••. - 1/4" r OF TA' -OW ANCHDRt; As MANUFACTUICO BY TRU-FAST CORPORATION $ 1�. A• ]1` '^Y/ -3g6'I I b76 0 ttf, 6• rf �� '• ! M 't �j FL.ORIDA BUILDING CODE Hi h YeIDG1 Hu no Zone) L --� 376 _ �T' No. 44167 all MINIMUM EA INXIMEN7 OF TAPCON ANCHORS, ELOD PANELIAMIS AND OF TAP -GRIP ANCHOR, INTO NNE' i?� ! " $ .• +3 BLOCK UNIT SHALL iE 1 1/4'. $ , ,�, _ rie vJ+. I _ ram ;• Tl . r FLORIDA BURMG CODE NI h Vafoot 11UMTtORtne Ions j � EN S°, , FLORIDA BUILDING CODE W h Veloo NuFrlDana YDNa P14f, 4 - zo CASE GALVANIZED STEEL slaw PANEL De3 -i N±rCIE! ATE o 0M TIMM er Fr. � a4167 8.2) CALK -IN & Sam -SET ANCHORS SHAM BE EMBEDDED 71W taro THE CONCRETE BLM wlr. No 167 =s oa r I l2s- TED wCKG NUT K} 20 UK GALMAIUZEO STEEL STOlt1( PAMEt a gma T6Tua F,c ZD SAGE (IALYAt STEEL STORM PANEL ORION a INTD STUCCO SHALL BE PERMITTED. 1/4• e-20 SCREWS USED SHALL BE 1 1 2' TANG MRAIUM SHOU113 UG•('0 W - 07/ie/!WU .1N)76' "}• p ,: 44 T+R«N aH: L ED11ST, AND r MINIMUM FOt wALs WITH na sT1IxD. / z�) S7At OF -" IL jN� GLOOAL PROTECf10N PRdDt7CTS, iLC. D,,,E, ,.p,,; KEY HOLE �ypc� ., d � --- -,� m/ m z�i%FN_�TIQN A"A"€c: �'' "``" is .. �"�,,• orin/ AT PAN Ei "++ /0 I L E C ! . Cr AL PROTECTION PRODUCTS. LLC. AI0 N.Ta ?; ATE PROTECTION MN1 grow RODUCIS ' e LLC. tIOM lxilaxE V ©RNf. , ��SN99�p NWOO S.W. bt 81YET ?yet �t 0R OP Nw 4 e> st ww 4+«w n ANY ARM (aeN16 A wx1 L�*Hm enr 20-176 • Nr w a 4 tiO87A�fT ,S .. & F4 skrNA 8 2 X7 Xi f4 ' «. « ,w ... RPIIe Nm A WNCLI iWRU, I SE WI+G Nxa w,+aT D' D Rt AN , ON i WatWf1 w Ar.. rc ( { iWA et, i aw. gkAn se®s, A • 1MEi fI64}ee«76{¢ FAX: IeI+IMe-8fA7 2(k-t 76 4 .t`• .:- x:A a. w Ywe,saliM wmN6i, (FI418�-Tl.ta, FA4 T96vMea-aF7 26- t7fi +y NA { ,.'«ie,LI�11 9/a•«.3/3a•eMW#O DNIQ GA,-aD06'f» rx► sU^ N 0A-ROSY IHUN ANGLE "MONGRhaCWWW&Ww/A10DWNN. Rea,. AN-«e.r.,)�gHlt-+ss1 .xl. mR N. F' aw. m-uau.rr,aelAa,..to1 S/ 00 NICt1Il PIAtED St>:EMi, A WLNIT Jr.; PE. ••••`* - .. .. I •x s sx •tr - emsan x4e Aix $ ATE a p _ , � _ AWaY 2 IDT M M W/41Dt A 1WN.kT �i, P R � • AIR, 1 3 9T p6 INSTALLATION DETAILS INTO EXISTING POURED FOR REOU AR PANELSnI CONCREIE OR CONCRETE & (2 BLOCK STRUCTURES coNCACreANCHORS 904VAE am OGNCTIM MICHORS'''1� AeM a TNWpgHH 9) cHou ON = CONCRETE ANCHGMT SHET:I6.8 BHROCMRf� 9)- 8 OKgIDAN D \, _ILM 1=7RWi POURED � 1 ii '1Tr...,, CONDRITE AVFHOIR4 2,&tII 6 4WWOH I) 4• r ­7 1 r� CONCRETE _ 1' MM:: t O WwY tom. 1' IM11 : 4. _ a {+I EXISTINGw fEGAE0. 1 2 i i i # w , � 'tit I 1 1 t ! N 1 fear ARID • �" 1 7 • • 1 :9I ,Ill. IMVNPrIAe t III 1 sM•tW.P_ I' HI W A& 1 NW.. SCP,AVGN i 3 Y a:4: 1 IFOW 16 /Nm iPo vJ oaniyH 1 1 r 1 t 1 n\ I1uA 1 AAa • Trl I i 1 t' 1 NNaW W16 a r t N/r 5` k. OR is3 , N 1a 1,T3• ¢C. i 6 EXISTING PWR,C„L,I, t tk, I. 12 I/r am OR CONCRETE BLOCK RL'OUIREO. ✓ t H t»WW 9nA a 12 In- 4C. I • W�ETE eLCGX. �R Yar., J Lo. "gel SCoNcem TAGOf11ED s/ "�O CONCRETE Ns; (� SOME �EXISTM • OAMCL ses e C geSE71; s 11AOtON 0) . 9EETS 8 THROUGH 9) `\ AEE7$ 8 THROUGH 9) SHEERS 8 THROUGH 9) W" mw 1lt a SrANE 3/8=1- egiuma AND OMUNTriNG SCALE 3/6-Po•A INUILD QUIT MOU SCME 3 ,- NQ ALTERNAlt Ot I OUT MOMMQ SCAt,E 3/8AL1 E.D. - EDGE DISTANCE 11a(SEE I� 1 -fA W,aF pN SCHEDULE ON SHEETS 8 & 9) { [sk 1 ,/r ¢¢ ), N11NIR{Mq+, Too A,•�/l �Hy TOP It BCITOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY E amG Pam FLORIDA BUILD) NG CODE High Ys1oc1 Nu cont Zone) t%wISST£ /4^4JJ, REOUR€D. �� i TIT * ; m929 T4TECD, INC. 20 CARE BALYANiZEO STEEL STORY P/IffL G, sn * - '� �F• �/AyAMiv PROTECTION PRODUCTS, tLCCEILING ANR' ARID :. r•'•.AToe-'. Ftie.t:LDBAL AM S.W. It SHEET JR...'a ON ?-Nf �.,,.�,,�--y �AL - ..49y '"NOT WrnrrHs«CDN1 m« PHA :IRS 0. FVt':S tINAidD-fiaR7 20-176 Foe , L1G7 m-twr RRNRlW No: d 4r •r. - ru lE A'I9DAii.'Y.. A.e ,r"+ ppET 4 oT m Cg1dFEE SHOVIS a THINIABNIXN, 9) sow;�. NEW I• WOE . VARIES x 1/8' MOT MUM TUBE DR i' x t~ P.T. WOOD PLATE SPACER ctsNCRLTE TuaugNs,f I f6Ei 8CHtOULp.' ON ---T i BHEEr6 a nIroMOH s i c.. REJ� Cd'#:REIE BLO2N �N REOLIREO. 1IId{`A NlpiGl =.+TIE• .. (: _ a.f" � �: �aa R til nA A,A+.+.c . 1r ni EME UWA NCE (SEE SCHEDULE ON SHEETS B & 9) t 44167 nice a /CLAN) 1Q9M. e.eaa� r. mx CASE B [PLAN) ,/,• sr/JE 3I1a-Y NR> ,t r.r„we• ,r 1CWWe ,Ar WJ y9ypp{, MWA SSE C fPLAN) l; D (ptAN) sCAN.E 3/18-T,ppW,N�,1ppt SCi�iE 3/18-1• OarpiB 1• - A11ti - 4s A q � n ti4k R`t. _.. ;4.� AINt AaeWN ff u� as�ea --.aWu. it ICYGIP""'.t 6c..- K Y�J' I aT 4� GASE E fPLAN) SCALE 3/iMt' 02010 UJIM W_ 20 GAGE "WARM STEEL STORY POEL F 11MIN BY, °J OTECTOPRODWTS, LC, L ECQwGLO"L NeI6/ -W Plt01K-t01'F)�ti'•24Q5. fADh tMN)!OP'9T9T laF .eArN rt tdiN gtbi--SwF. 20-176 d..O>-teal -IWxlq xe: ;sw .,N A iNFaR S or To LIE& P8 E.D. -. EDGE DISTANCE (SEE SCHEDULE ON TOP k BOTTOM MCUNDNGS CAN BE SHM 9) COMBINED IN .ANY WAY TO SUn ANY INSTALLATION. INCHORS: FOR COMIETE SEE SCHEDULE ON SHEET 9 MR WOW SEE SECTIONS ON SHEET 12 zor Y Max (MIL OAFRM 1 WAGE YAL:£1i kh"t9. 18.89NLwa I- MI,. OF . i i I 1 II li ? 1 I. Iij I$ I � i ; ! � l i 1 1'r-1Rt• t! i 1{1{p 1 1 1` i ��#j,�, 1 Wt'9NAikIGri N l 0AIRIAP. MIT l I! d pAAM WITm� 11 i. T_ i f 56X I or V 16 J.-: f a 1 f ANCHORS: MR CONCRETE SEE SCHEDULE ON SHEET I^•-`""" l FOUR WOW SEE SECTIONS ON SREIT 12 1 REGULAR STORM PAfti1 Y & Q ELEVATION 1/4' MAX, GAP x.T it ; CUT a L.SN BAH 0 veo .I OW wum a,AANO ( t/4' MAX. K ON SEOlL (SOURED SOME 3j32•`I W CD L_ U) �:: 6-0 V � ■ _ Cl) CO w = Q Z Z J a_ SHEET NO. SH 1,0. WMW ,.3At ._;.;.:a " : I.. - . w ►: .,A� ' 1j4 M T es a 4- an. 2A8A Rom WILLIOM_ SCHEDULE W8E4A b t'9j ,••.�/ .r m4lT 4 " W Ta y&S0'.. Dh3.5 a.t.� lMTRYG +�Tt83i 1 i tN too mE° SCAE 3je.•t' NM MULUON CW AM It IWAiUED W!o SIDW PANELS OW TOP OR BOTTOM SO TENT IT IS tACATEO AT TOP 09 84TTOF# :9F 96: (ONE PNNEL OPENp1O W/ TtiBE ioP A BOTTW) ����� I;Mz Ve" . I* M & MULUOIN SPAN (K) ' RWRED Mtn. TLC MLILUoN •+ 4 4'-8" x" r 3` M 118" } 4°-Ii' TO 5'-r 2'. 4'. I1W >. 3'-W TO 8'-t0" rr • 6' t 4' i Y-1O' TO 8'-�.0" 2' x S' % 1J9•. WALL RWAt ; kM &URli M SOLE: 1/41N 1' 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +55.5, -72.0 o.s•f, AND PANEL'S LENGTH UP TO a, -a", 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO SE SOUTHERN PINE NO. Z W/ SPECIFIC DENS" OF O OR EQUAL. BE ANY SWE 3>e' - I" - SECTION i SCAM: 318" 1 T. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL. (FIRST OR LAST PANO.) OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION INBETWEEN END'PANELS) UFE SAFELY PANELS MAY ORMAY NOT BE INSTALLED ADOCENT TO REOUlAR PANELS (W/ OR W/o REGULAR TRACILS..) 2. LIFE SAFET AVID, CONSWT"OF, m' LAALVANIZ€D STEEL STORM PANEL AS PER OOMRONENT i3O. St1iE 2 OF THISPANELAIM ITSELF TO $E. REIAM OR INSTALLED FROM. THE 3000C OF 3. UFE SAFETY PAN¢. REQUIRES TOP TRACK TO K COMPONENT ®A SOTTOM TRACK TO BE COMPO W)AS PER $IOW 2 OF THIS DRAWW, All COMPONENT ,}�lTMAY BE INSTALLED WALL OR FLOOR MOUNTED FOUAWLWW SECTIONS 1 A SHEET, ,{L' 2 ON THIS AS WELL AS DETAILS I A 2 ON SHEET 14, 4. MIA. LENGTH' FOR compIN€N Vis is*., MO%. ANCI#3R SPACMfo FOR COMPONENT' IjDAHCHQRAGE AT Boron is cm ON StEpULES } A $, SHEEP 14. CWIPONENT I�MAY BE PERMANENT On REMOVABLE. g ��'' S SEE DETAILS FOR INSTALIATION INTO WOOD FRAME BULOM ON SHEET IS- y 8. SEE SHEET 4 FOR OETAI. APPUOABLE TO THE NECESSITY FOR THE IHSTALLAIM OF WIN, SPACERS AT TRACKS INSTAIM ADJACENT AND BEYOND TO WU=/WDOD BANDS. 'OA F SE1.TX8N Y-Y N\ SPLIT �cr€u►�i PANEL fio'ViiI Mt `.+T New . h'1 _. L.O,:. 1At ,._ LLN ., Y �_. i.• :. 14 :..:. 1LN L. IM1�1 R Ct1A�TE AN , SEE SCimLa ON SHEET }4; kM MYASO: MET, SSCTNAtA CRl S WI is I 7/4. W44, 3/4 OR 4/4 1. 2 & 1W/15 ( 1' �� /4, 2/4, 2A14, 3✓4 as 4/4 � 1. 2' & hW/15 L-�:1, � & 1w/15 r ALvE o*n LOCm" a -J ON LIFE SA m PANEL WIND AREA W ItlFE SAFETY PANL1.5. C.7..m..._.a..._ TION OF LIFE (SEE NOTE Imo. L... Rf PANELS Wf ON .._.,...m..,.:..-.-.....1... W/o REG #i1E TRACKS -._.i L�4. • LAST PNRR. ii7 TO $E 91STAU.EO AS mueO WEEAUYAYS LBa SLfkTY S�CRM PAI�ET, ta+.EniNG SEMr.S. T3E PI#OAOFD REAR NN,EN.E 70 FAOE.iTATE NiSTM,UAI m' INTENOEO EAKIN(])& l�t�LE ELE W REM0Y80 FRd,E IN69Q£ 3J32•-T'. ,�SCCALE 1 -. 'SEE NOTEmiL) ATE, EP t) N $cAE 3Js2'«i' MAXIMUM A.S.Q" OE51C:N E4��+� 89 IWOG (#,i.") ANDStS9�NOINg mum EANEL mgm WL" SCHram MUD ONLY FOR & AS PER StECROAL4 1 TN08i 10,'ON StlEET5 4. 5 A 0) MAXIMUM A.S.D. * 8m.'fti W/ 1/a"hfA(Mk` S& MS. A l )OW At mow A : Of 1NNL. W9 AND GWREMNOW MAXIMUM ANCHN 1N7Q! nNg ETE BLOCK STRUCTURES (V W WW.Y MR PANELS{, k ,flA OWMAAMM AS PER SECTIONS I TIM 7. ON $WM e A 5) ' NTM RNN� NJ" A4',• �r S No. FLORIDA BUttD1NG CODE Ei h TfeTaai HMFY1L:aR® TMT�, Zane 4167 :c 20 CAM GALVANIZED Was STEEL P NEL ' ' =fir: -�:�'� " •:•`�` aTlMA ,,F'•, Al )�''.«`* AL PROTECTION PRODUCTS LLC. IL EC Q EMC, SI .9TMk7 ,e..r� y� � ,/ ,,_ -- I'ac � #w! i aWS R..: vww a a,. sc.. a ' - @Y.:RNi . M t {affiii4f�a0±. t�)'T$19.. iRt,` (♦i64-SA9R: ♦ OAF 20--176 Nce YS�-..-.-.�-�.,.o.._..... MAYAIUM #S,O. O MAw LEXOTTi caAaL N" PAIR7; s>1LImnwU TD o0'tLDI y65.s, -Y2.O Y s' M LESS 4 1J4' Ufr83L'LELa 1 iF4W s A 7 y3S.3. -74A >Y 8 TO 8-8' MOW 4:3/4" IL�A.iE6. 4:TNRU s A ) +SSA, 72.6 g0'«H' TO i1'« MO. 4 f!$' " ; ta3.5-,10�ii §4'-4` OR 4fgS 'f 97`4" ` A 9 :R tQ.. F:AIOLMlM A3.0: OESNi,t � TOiO- � MNNMUAE NKS OAiiM £O. ,« 3 1/4"'• 4ECikM� 3 �OF' TEWk MA%NkIXtPANO. 1EN401 't.' (IL) TAPE.mN i4' UP"6lMP CNli.9t ONhMLMM:E fi11M,E 61 p/AIBMtTCfIIK 7O Co,iONY7fE. TO cONCBLtE Bi to CgNLTLTTE to CdiCRE7E Ta TE lWaE 8" ,NfA N/A N/A 6' NJA s' 3' t¢'A NJA S" 6" S* 8' ffi C t (earta,o tl' NJA. NfA WA 5" NJA' S` ETlA 8` NfA. S' NIA. NfA NJA S':. N{A s" WA S' N/A 2 (BaTTWO +Sss,. -320 S" N/A N/A ..NJA 9'.. NJA s" W. 8` NJA 3 A 4 ;TOE) 7'-S` W LL:'* OR se t`.. 8' NJA NA NfA N/A NJA 6'.: 9". b' #JA _'. �.. N/A B° NJA 3 (WiT7rNQ.. ? (TIX+) O`. 5` trJA 8IA r 3•" �` A" �' 3" 4 tY (�7tTaM). N!A NLlA T2 7/2" S P/4'RIf4'.. a r/4* 8 t/s" 8 I/4" 3:{/Bort0M7 ' 58s NWPIS IIX A i, PSR AID 94R: • iPAL'4N. NI! 41SW/.Ai1dN WNF 7R'ND F8W1LE PNLLp4,O lROUAAiN ANL1i0R .�AmNsO AND MRWALR, 8i6[ #SMNCE ARE RNCYAFO M YtR3 NOW" FOR E.0. #1,56 iwN RartJUEn ON SmusuaE IISTWkE WNORM SAAOAOR R7 MUATORxnO sPApAte SFgFN ON 4SE5A`p<iLE 6Y TYR'. fOtJ.G4RG FACFtlRs, THN dPERATIOt# W BE POSSNkC WEOUCiO. $PWmN4 OBYAMF$ WRAC M1At717R SWE1/RYAMIM SFwCttM WMOAip fOR.:EAd9, ANOIg1F TMPE A1T �LECRNO• . ANaRaR YePt 7/4�f,. tl+9 iJ4'+ i/+s s/Ns 1J45r MPOGL nTa-oew oWUN MIr4-!EF As MOM, NPAEAIA 3 3 ] 3 3 +fA } "T'N4tM7,tMW 3 3 3 3 3 } N/1. Pa W OOiOb 41wM ! 3 3 t/Y 3 t/%: + 3 tJs:... NNBML RBr N,tlmt WC1pTt :. "4R 4iT TAA the ,ak RjECT LNiY SCALE-3/$=1e I i s � 1, iNSbtELATIDNS ARE ONLY VAI.IO tT)R BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +56.5. -72.0 PSF AND PANEL'S LENIM UP TO W-$". -2, FOR NEW WOOD FRAME CONSTRUCTION. WOOD W MBERS TO BE SOUTHERN j PINE NO, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL m S) MAN" AS&PESEON TMCpN OftsuftTO RA 1. E of T il" - mx-N FAr4:L %w RONAE 0 nimno E FLUB A 8 OF TTWM MOAgttAN PAl#3 LENGTH 1 -pt) a 0W E1E. Ta : TOIQ -. - B' 55.0, -72.0 9` TNJA N/A NJA Ii N/A $" NfA $" N/A I A 2 5'-O" OR LESS 7" S* 0' 0" 6"' B" B" B` B` 1 (BOTTOM) 6` N/A NIA N/A $' N/A 6" .NJA 8' N/A ... t A 2 (Tt8"). +55.t) -72A B' S' V $* $" S" 7 T/2' 6' B` R' 0" "- 4 (BOTTOM) 5°-0' 70. Y-8' +SS.O -72.0 NJA B' N/A $" -:. 7'-e TO W-"$" $. Se. B" 6" $' 6' 6` i (BOTTOM) MOWAN a "AL PRESSURE I (SIP& a SN W. tMN T6P LT AQW ' an A o" • Y' MM. New w OFWN:LU APPLICABLE � TI#ENh1T MAIOLNI+M pA , :MOTH 4 LF4) T "' 10 To +48:2 -OtI5 r 4 1 •. i 4-1/2• 2.(WITOM) 7*-e CR. LESS +52.$ -6$.0 3' 3" 4'... 4' 2.:oxmim) 7'-6" OR LESS.. +66.0 -?2.0 2 1/2' 2 IJ2* 4' 3 i{2' 2 (SOTTOM) 7•-$" OR LESS +55.0 -72,$ 2 1/2' I 2 1/2* N/A N/A 2 ;($OTYOM) 7'-6" To 8 :. 456.0 -72«0 NJA NJA 3" 3* 2 ($oTTOM) '7'-6' To W-W ,� TER1AiLTiVE IN SCALa 3/RRT' 1 TL1 4EO A Z. _ 'SEE MEET 18 $m Akown TSPE A SPMCaO fm 2WrN,1ATtaA¢ tNTp Aim fmW INIUM WOW AWAM SPACO" RANG 1tlRiNiWA EpBE NM R70WA1W ON Tags 20`12 AS. PIME I/� Z R4RCATEO ON f0Uff AE REGICE NftR evAU331G TAT MCO.tWiXPO SWL ON SLYF07W.E 81' "fME FOLLFv Fvou.4. FM TLpe NlTERA m 7O EW Pam, - TRTArC4D FOR EI 0 AM WRIO R ANO.,&4Vi NOT 8E LESS TK11t MRAMW A'PWSN13 Aro#ONEO FOR 6iC# ANCIOI4 tYp! JR ANtliaRs LOc'E,IO. - ANORm1 ym !/4's 1/410 } 4'o i/#'Or i/4"4- - TW m 6` PW- GEIt+9,. Mb. Now R 3 3: 3- 3 4 tip PA W ws bd S a 3 t!4 A I/4 ! AOLIR..TR+.L FACTOR 3 eoa tzo " _ iw 4s Tdq (VALID ONLY FOR PANELS QiNISTALLATIOW AS PER SECTIONS. I TAW :10, ON SHEETS 4 5 A 6). Amewt Nowt� w-W OHMNON �1 A .. '" t}GEAI FLORIDA BUILDING CODE Wf h V41owe WMFF)mno Zang 197 m 20 GALVANIZED STEEL. STORM PANEL e tC p PROTECTION PRODUCTS, LLC. winino �ii�',•. � I®�,. • R 4 1M0. HW S,N. st SIRM.t P,4f: .Nn P+.<, taq O AOA w "MC*-N 'arose,n: a Mom i�aN�-T6i0.P�04OWs-ow tNp Rn-fAW '20-176 ,€. 4ilAJSrOlItITLER¢fOl1$ , , aA«OWST1s WO see Nx.n OtAsw, - ffiIEPPk A A'.,:'.,i. TM _ ORWBW W.:.. 1 A OF es . MAMMW MCM4R6 5PN9N0 f49R F.LA . 3 1/2' O• AS„ 0Fi10N - T#PE[AL f:F :. '. CAIU»AN PANELMATE TT;YLALa RT PLL� SOWSET MWNAMAI' PAMEI :BATNAp (A) i0 � Oi SO OTE � M TO C9ATi TO 7a CIXPALffiTE TO Bc9Gc tO �: TO 7a 0-. TO �.. NNY ON OF $!R'M LENO141 1" (R.) $` N/A NfA. MIA $" NfA: &' NfA 6" N/A N/A N/A i (70P)... 8" •` NfR N/A $' $' 8' S. 8' 6" NIA N/A } tBDTTGA:) $" N/A WA N/A B` NJh. 8" N/A 6" NJA. N/A #fA. 2 (TOP) H' N/A NfA.. N/A 6" NJA... 5` - N/A 5' N/A N/A WA 2 ($OTTOMJ 56:5, -72.0 6` N/A #fR N/A 6".. N%A... 6`. N/A 6' N/A N/A N/A 3 k 4 (TOP) >i�5' °#0 8'•-8' � LESS 4" N/A N/A a• s^ s• s• s` s• NIA N/A 3 (�r€oL�) : $,. N/A NJR. NJ,R.. 6`.,... N/A 6' NJA 6* NJA. NJR. N/A T (TOP)..... 6" 4' NJA. NfA. 13` 6` s> $« 6" $" NIA N/A 4 @ � (BOTTOM) N/A NfA 12 1f2* $ Tf4' i2 t{2" B ij4" $ }f4" 6 }/4* 6 1J4` 6 1f4` N/A Nfh 5 (TOPf6OTTOM) 60;0, -63,3 N/A NfA F2 Tfg` 6 Sf4" T2 T/2' $ 1f4"- 8 T/4" $ Lj4" $ 1J4` 6 9f4' NJh N/A $ (TOPJBTITTOlN} `.•$";p }}`.-2" '.. 55.0, ^73A :.. N/A NJA .NJh 6 1%+F" .NfR NIA 6 Ile N/A $ }J4" 6 i f4' S ? JR'" 0 tJ4" Nia N/A 8 +J84XIT4N) $"�-8* TO T 1'-2". NJh N/A NJA. NfA. NIA N/R. $ 1jA' 6 }f1• 6 3f4'� 6 }f#" 8, 9, 1O if4#T-) 6" 4" NJA. N/A NJA. N/A N/A N/A $' $' 6 T/4` 8 1f4° 8 (8Ot70P1J. LESS $'` � NfR. NJA.. NJA. N/A N/A N/A 6- 6" $ 1/4` $ 1{4'.. S (TNOTTON) N/A NJa NfA. N/A N/A NJA.. WA N/A s t/a• a tJ4' a iJ4* a Tf+* cn ($oTrva�; SEE 8HE£TS 40. TT ANO 14 FCR NICiMS TYPE A SWL�W6 IiYR M5T RITO riO0T7 F'1lkNi LANRAIM AHGttOR AND MRBMUM } 413TAt ARE ON TaiB SENFASNE. FORE iHW ON RF4LLOE ANCtKAt SPFCWO $Y ARLTB'i.Y,l� 6PACw'O S,10MN f8i mtim.r tiY ' 0`Ott,ONM1NG FAOEORS. FOL T#A3 TO 8E PEE. REOUEEO SPAN:N6 OBfiRB:O WSiO FACTLLt SNNJ, NOT BE LESS Tf W# # iNpA'dTiO YiRE F✓L'N 71i0N0R TYPE AT /30G'M TER• me 1 a e 1J4*4 �� IJ4'r T/4'L t!4`s 1J*°+ vP�mIL ax r Odx-� smelt-8Ei �, ) $ 3 3 3 Y1iA 3 •4��A alfuMb 3 3 '� 3 3 ! 1J2 iAaMw4 �vapAo,x Qa} 3.. 3 Stf4 ,.d iJ2 4 3FJ4 N.W..#A TiBe. f A'01'.O R :4 f ,_ .. .. .•a tW - A 1.N XLONG WOOD STRUCTURES Tf T8 tpvw } 8 9 t O.G W T 7J6` T rkqm to E7OSMINO WOW 45A5lsTt s� E31 P 7KMI TO I: ep"Vo WOW HEADER RODo P TifN7 70 PEW LOOSTRIO WORD iAOER: [ 1 I N104Y 8HA'! • pF 2 I f` E ` i ! °� } waW FFAOER WOOD HEARER LRR f RL}TLMM J ` ,tn 1 f 1f ;. r ( f ,� a SEEme r TOR #RA. 8 t , 1 ! ME 3C#OIAE ONr t FOR j� 1 i y SIX ON FM 1 TA ...�. ...�.�.n..�..w. .. Ta OLA iff O9ASs. .Y� r .- -... - Me( PANEL LETIOPN- } +'-v',±. Mu EENEL. LENGTH --;. Mm:. PAtd L LENOiN , i) ° IlAi-Mmv' (SEE NOTE T) 1/4O-2mtl` sq, a (SEE NOTE 31a9i-aW€f*'&x f (Sm NOTE t) e t t I i tF t t r P 1 BRjf. 1 SIX i OF V j Lao OF V I 1 MAX { MAX 9 i t 1 �--71M'a5131• � vAlstiWT } 9uy i b S.t' . i i Ea, aaMY aTURae @JaiS 9 i J 4 TJ} aa. - ...-.,.....1 �, "`�'"' r 4"+A aAO SLRLT45 t) t d 8' O.C. WJI 1/2" F b% 44-10 PANDA(ATE PLUlS �' 2RE 1 k {gig .) �� I' •�...}N RF.4klWEO PENE7PA. AT $ 1/4" O:F. W 1 7J8" ® k} t CiMf[ I t MONWOfN OF PLANE t TTD WM 1Woii+ OF Ri%Te ' ? `_ # LAO SCREI.O i.q .. S i '4 F tHREJt@EO } I/3" MIN. STD y�j t% I V i AT VIONOTH SULIa'Sf$.T` _. SCAta 3/0-4' SME 3f8w4. 1. INSTALLATIONS FOR ALTERNATVES BW, SW & TOW ONLY V" FOR M NSGS T"AOS,D, DEWN#LOADS up 70 +43.8. -4$.0 P.si, RNk?T)[1(/��r{�f �Yy111H1MLtNty., 2,. FOR NEW WOOD FRAME CONST'RUCiKtN: WOW IAElan TO BE SOUTHERN � � '' ' PINE N0. 2, WJ BPECiFIC OEtaSt9Y OF 0.55 0R EOtMd,: : to '� FLGR)DA BUILDING 000E (High YPbcO WMFFTaPnP Zane NEtTF,,, nr eu• crcTNTNs:. x No, Lid 1 � y i4ti nTeYo. cMs: 29 Q'ADE 0AWA iIIED STEEL STORM PANEL WOW may.. TOP A BOTTOM MOUNTINGS CAN BE IN WAY TO SUIT ANY s -*.� 3:* �..: GLOBAL PROTECTION PRODUCTS LLCewe , m/Nr/4oxa COMBLNED ANY MALLAiRTN.. .,� ..�-......_ �'d'•., �L it4D i L.,1P C 4 !I:• C� aero S.W. Sf r AMN, AL 333,f ,.� w TRT A EN OgMP a aMN PHmE W4)Lms-TS#O. Eke (iR47MMs-R%91 PMR �t•�K7: -1 20-176 OR41WM N. -�( �A�NN NNNI,F-E > IR.,Y �F #Obf 9fiwAk. rdr t T': _ tATOAElOA7E :PE ;;a- TP Ora WAL fA4UNTiNC, t!'r +TALt,�®TttiN �L?ERNATIVE 1 M1 E64C 318*'* T* A Y .S LFlaOTFF M, TO $" O. OEM LOMS ,P TO 2, NOR IM1N WOOR F MSNBERS TO 8E =1111 RtN PPb Nw $ W/ S?lECifR.0O6iTY 1N DN EOUV.. SON& 3/I' r 1•. NOW a WRIER TRAM NOT SHOMN FM CIO" N N t/7 N co O� CD �... U .� N N Q � to O co 0- O 0 O G% U_ N . '� co 0 O U) � Q co CL�••� f -0 .c VJ Q LU V n W ago C f0 C, CV m ++ C W O- N to CCN to N 'p co Q CN 3 w y a t4 C CD p CD ij W(D es\ w WF--j U) co L/�_'`\ l.j EL U c Z3 cu O r ■ 0 (1) W W 15 Q z Q J CL SHEET NO. SH 1.1 MIIIIIIIIIIII ._ YNw,v^"S (SEE SECTIONS ON SHEETS 17, 19, 19 tF.2tJ)•------- 3• MAX. 3A,/t7; 4AA/17, WRL alt�'t7,. 3a/17, 00/10. Y MAX 1• MIN. SAW/19, 7AW/10 At MWIW aalFfr4, 7aW/1a At WNIW r ilai. D.M.or 4 b 0 0 0 0 0 E C t; i E , LE -C�L f � i A I A MAX. _ t 4Y»mt/.y1:5. U& ( PANEL LENGTH .... _ .....a. ffiM1WVKR-._ EE ._: SCIIE LE% it �v L R` wvc. stJ17, Ay17. W14-va«Nna,srasne 7.17. W1a mp 1 uw. NLIIIsIA 7AWp0 N1 AW/2a B aeF/,a, 7eir/1a t eaW/2o �. (SEE SECTIONS ON SHEETS: 17. 1% 19 & 20) --« OPTION #2 FOR UFE SAFETY STORM PAN; L D ELEVATION ( �}. SCALE 3JIW-1• 1/4• AMP arAtL �✓ "w. oe KI,✓EY' iNEp SILTS' 1 �' }} SECTION A -A SCALE aJ14 : MAXIMUM A.S.D._ DESIGN PRESSURE RONG .s.f,) AND CORRESEONDINra MAXIMUM PANEL LENGTH "_"SQi912ULE AfSF �� No, 44167 FLOR#SA BUILDING CODE If h Volmny IN no Ta11e �t •., LORt4�`..e esom nlaro e c 2D CAGE GALVANZED STEEL STORM PANEL waa IN, f L E C O ,F4 L PROTECTION PRorwm, uc. �,J f * late SL at �a> r tu. va. W.. er +KK« n m« MWxE: (+>H)eaP-78ea, FAX: tva)ao-aTVT $0-T 76 Nm:. N 1aU eF+_,ea waft Na pL',�:tjSWAniat"wr IWi.TER 7tvN., P:E , as ,T:w t ' WMAT to a-x0 MAXIMUM A.S.D. Max. PANEL LENGTH DESIGN PRESSURE L (fL) MINIMUM SEPA(LATIOM PANEL RATING (p:s.(.) (SEE SECTIONS) TO GLASS CONDITION +55A, -72.0 g'-g" 2 3J4" UNBOLTED SEE .. 1R S 20FORAAWO W t1PL t SPALFWAS FDR EL4IALLADDHS HIND wow susma tatMRA ANDIM sP"M MID MINNIUM EpX D6'dHM ARE RIMGIED ON THS Atg1oR TM[ Va+ ..p �4 �qi 1 r 4 vom Y,Y.:Mt@iR n1laNae le>• 3 + wad ONnrMM AAJ 3 mm" ION ED. t:Sa THAN OWIrAHb ON 1llffatRt REDUCE AM M $A'4 W BY ML%MKVM SPACfW SHORN am ma"MuLE aa.+gM Mao ,TIN PJ 3 ;g Y -n} yy0. A471,e. E8. Wg1011 6Y THE FOU40 G Fes. ICI F- tN'mm 10 9E POSSIBLE. Imkm - + m 1FHH MMRMOM 6PKaNR SWALLNOT F4R FACN TNINORTYRE ON TWB'SANEDIAE k t - 3' tD0IPA __ W.ppW�AeleMtl�(�tl+l to i i f 3 W.ve1�y.yWa���E a L qx 1- fpyalgt qr IMEr ICI � j i IMRf 1W 1MASS a � I a i /4i 2a=3/4'95. MS. w/ hfa'6=3f3e" WSW MIT WAam 1 TAPCON ANCHORS 1/�^ Go, SCALE 3/B'-1- SCALE TAPWN ANCHORS O.C. D.C. III M.S. Wf HUT WA&1ER Q REQULAR FALAFEL SCALE 3/6'-1" W&IM so T1PE a ,a 8 m FOR ANEFL) SEEroam ANCHOR lYlE f/�• yy� #AI m F W SRLCIIO FOR � WILD WOOD Ia. mm" iRMeei 3 3 FnVNE GIYIDa:O. Nitg4At,MMAWR S A/tD HaIMNA Imi OI ARE I= ON 7Xlb •aaerPMNv aa=« ONd 3 3 THAN 9GIflXRt MR E.a. tl TtMN rWCAtiI W MR MKIMI VAL AaHOW ON S sr LNA:TOLIRW SWt&W 9RYMeN ON 9CNaL1v.E Pn.aU M,rre tlrA fN 3 3 ,/2 AORTAL s1A � 2 BIDI6R : nE IaIDIwG fNOOPS TOR n4S N Te= , _ _ , - _ - SPALO T alLIN, MOTOR INDICATED, D, FO ilES5 THAN MwAIw SON T S wDWaED FOR TACO AMM1gWR 7YPE O01 TAW 1A.7aDtAE 1m iAa a Ilr NHNNIIIq-®iMl€.fn..M= PA EL SCALE 3/B'-f" -4--' N tU � CQ O .�-. U N = U .� 0 N �- � N � O cu cn O = O = O O W ?� C6 LL O cn N p /cu' m . /-� /�� V J Q INSTALL AIJON DETAILS FOR OPTION 2 FOR LIFE SAFETY MRM PANEL S�'-� m INSTALLATION DETAILS FOR OPTiO, , 2 FOR LIFE SAFETY STD P��IEL SYSTEM WOML /,cmm Y" F 7 ma , smm INTO EXISTING Y=Q STRUM!IRES O +N iNg WQ'D 1. STORM 8.1) MINIMUM EMBEDMENT OF TAPCMI ANCHORS AND PANELMATE FEMALE' M & PANEWATE PLUS Dn0 CONCRETE INTO XIS i` STRUCTURES uaEi, snowR ON THIS PRODUCT EaAUBaTXNY DOCUMENT tP:E:D.) Mai BEEN VERIFIED FOR cOMMJMIce IN p. ; 2020 (716 EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 t/4". N ( j I ` FE510N WIND LOADS 5NA(.L BE AS PE[{';.k•CTKNN f62D OF THE' ABOVE MEMl04E0 CODE, B.2) MINIMUM EHT QF 1/4 Y K 7/6" CALK -IN ANCHORS Si&V.L BE 15 7/s".SPIT. tAPICfENE. C'�II FOR A WN10 SPEED AS RE(NJI'tE0 $Y TT� WHERETHIESE SMINTfERs TILL BE ItO7 AND NO EMBEDMENT INTO ANY (1MSH MAT'EruA. SHAD. B£ PERId117E9.: C.. '`.. WOW HIENTDR r WWD HEIDDT •+ IIFiLpER. ` 1WX)0 tiFAOE1t . k; FOR A DIECrIMALHY FAETDR KU-O.BS. U6I4: ASCE. 7-16 AND SWUM. NOT EXCEED 7HE. MAXANM AS.O:) 1/4' 0-20 SS SIDEWALK 801.7E USED $HALL K LONG ENOUO i(SNCUUT My FINISH MATERIAL EXi51) TO f• INFO GINNED" NWA uNFD DESIGN 'PRESSfJTE RA7IHM.S 1N(LCATFD' @N SHEETS 25 & 2S. C'ai8 !!! 1//4 P TAPCON 0 6' D.C. '" 1 4'R TAPCON 0 e' O.C. ENGAGE $/4" ANCHORS. :.. 1 4.0 TAPCON i 11' O.C. 1 4ir TMWN D a'.O.C. ,-�`:,. f/4`P TAPNXNt i C O.C. ;._. Y 4'a iMIIMI O a` Oq, """�"& t 7 ` Mw. THNEADEO jT 1 `MIL THI'R'ApED IN ORDER. TO VERIFY THE ABOVE CtlND¢HON, ULTaATE DESIGN WIND LOADS :DETERMINED T'ER.ASCE 7 76 1 //2 ..MIN. THREADED 1 tj2 MIN, THREADED "'N//1 1//2' MN• THIIFA,Ea , .r ... /1 1j2" III iNIRFADEp PEFA' TIONi AT w000 PE 770N A7 N'000 SMNJ: BE FIRST REDUCED TO A.S.D. 0E$NGP! WRMO L0AA5 BY. MULTII°LYING THEM 8r 4.8 IN-OrIDER:7Q B.3 9#1 CAS THAT BREEAST $TON OR PRECAST C%fNGR P O t+ 710N N' WOOD t' 7ION AT WOOD I PENLTWATgN R WOOD PENETRA7WN/ A TK70D NEWER t ) E. ETC PANELS ■FOUND ON THE F7I5TENG WALL. I ! # HEADER TO COMPARE THESE W/ MAX. (A.S.D) OEM PRESSURE RATINGS INDICATED ON SHEETS 25 a 2& ANCHORS 8NAM1. BE LOTH NH1000W TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. AWM40RACE O +FINDER HEADER i `1 HEADER`:; SHALL BE AS MENTIONED IN 8.1) AND 94 e.2). •r IN ORDER TO VERIFY THAT COMPONENTS AND S ON THIS P.E.D. AS TESiE73WERE NOT OCR $TRESSED. A 33R ANC SE > W 1/2 !x^ 1/*• jyF 1J2 7 4 35 " 1/2' N a tf4 / y fl2" t j4• IN ALLOWABLE STRESS FOR WfPW LOADS WAS BM USED IN TIMER ANALYSIS. FASTENERS SPACING TO WOW HAS MEN o Ut .i I tJ4y t /t MUM,, (' 't f st M -A+--� ( Wa. DETERMINED M ACCORDANCE WITH N.D.S. 2015. (0 A BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS Of THE ANCHOR'S + / 3 2 , J 2 3� r i WOW fffADFA I , WOOD HEADER f i i STORM PANELS ADEOUACY FOR IMPACT !gyp FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF O I� u L1 ;; 11TE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT IP 203Z AS PROTOCOLS TAS-201. 11. R SWl BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE $NUTTER G O N^7 i TAS-2O2 AND TAS-203. PTO BE ATTACHED TO TNSURE PROPER ANCHIORgCE. TH15 SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK - CV 2. THIS SYSTEM HAS BEEN DESKGMED TO K INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSIND THE OPENING FROM THE WOW FRAME 1; 'G ?C I ` 1 _rn FROM HE THE USE ST A TADDER OR LffT, TTIS APPLICATION 5 YAUt1 WHEN INSTALLATION IS MR€N TO PERFORMED 72. THE M1STAliA00N CQNtR 4CBOR q TO SEAL/CAULK ALL SHUTTER COMPONENT OS;ES WHICH REMAIN Ri CONTINUOUS N O L r 4V A-HN i A.Y i N i FROM THE INSIDE OF STRUCTURE. - CONTACT WRHJHE BUILDING TO PFM ENT WMG/RMN INTRUSION. CAULK AND mid. SHUITER TRACKS ALL AROUND FULL •p t r PERFORMED FROM THE INSIDE Or STRUMURC, 13, STORM PANEL INSTALLATON. SHALL COMPLY WITH SPECS RNWATED IN THIS DRAWING PLUS MY BUILDING AND ZONING H 6f ty Y Y' MIN. GLASS --0m - i i 'i" NarL TAA QLAW.- ' i i ! To GLASS I i 1 SERIES TWO INSTALLATION ffi APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN affiTALLATIO N IS REDUI ED TO BE LENGTH. 3 i PANEL 1Et10111 NI 9wi7 14) ; , v AM., i i PANEL LENGTH DEL M SNOT tq ' I ' t«s aTse«mala i i IEEE NOTE 1 Nmbw) , PANEL UYWH ' i (SEE NOTE Y 1#Lw0 1' M«c I E '' i ,. R£GUU110N5 BY THE dURlyrolCR6Ht WHERE PERMIT t$ APPLIED FO.. E d -..,.f'.--. r , au> " ' ' (Sm WEPANEL L BELOW) ENM eta i ' 1• �' �' ' I Y' lA�: 4. SQIES TION S REQUIRED O APPLICABLE TO SINGLE AND SIDE O HUNG ANQ iWRQOMK SLIDER$ STYLE WINOtlWs WHEN O f_ _ V r r -'.- _ ._r .� �..,� (SEE NarE t SLOW) Ewsraw Ta e:A� a_ . .___ ON i 1/4•a-7p. Y Lf i3RWIAE s (Stf itl 1AE ; , PANEL LI sa PANE! LENGTH Raj r INSTALLATION ffi REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE ti. A7INIIA alaNDt7I5 AND DOORS, INC.. E - Z HANG STORM PANEL SYSTEM- 6 PNB@R P6i0M19. > i S&L x.3 32, �---`- a/ aMEN to { ALBS-191,7• al seEEF rah r fsEE NOTE T 9ELAYn. 1 4 R-20=1• i (SEE 407E 1 SOW) O3 O Q / i ! 5.5. M,S: w '-'--- ' £W6TIPI` ' r } / 5. N.I. N.UMIaLLI EXTRUSIONS To BE BOB3-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED ts. (o) THIS PRODUCT EVALLIAtI)N gOCQMETNT (P.E.D.) PREPARED BY LOTS ENGINEER i5. COMM AND DOES Not PRWIOE d' V N i , a ; GLASS. ; i && MIS, w - -- I )31.1 7WINM NUT i 6, � a � � R / i � 6, ALL ALUMINUM SHEET META. USED AT CLOSURES SMALL HAVE 3105-H14 N.L.OM. INFORMATIONA SITE SPECIFIC PROJECT, I.R: WHERE THE SITE t:WNDRWHB DEVIATE FROM INC P.E.D. O � O O (0): CONTRACTOR TO BE ftESPONLE FOR THE SELECTION. fiURCLtRSE AND REsTAllAiLON INCLUDING LIE SAFETY OF O •- {,J- q3 1/4'P TAPWN. _ { , I. 7. ALL. STEEL SHEET METAL PANELS SHALL KOE STRUCTURAL QUALITY STEEL, ASTM A-653 GRADE 50 Mht., GALVANIZED STEEL INNS PRODUCT BASED ON THIS P.£.0. PRONGED ME/SHE 006 ;NOT (�YM47E F'RpA( THE CONDITIONS DETAILED ON n�'�•.. > C p R 4 __. - a Y DB'SIGNAMIN W/Fq► 58:4 kw (AFTER ROLLED). THIS DOWMENF. G LETItIt SFiETY kT SRE NS THE C6NiTNAC[0#S RESP0rt5160LNNTY. .� E� no i . gq4 ..PEFErPo0iO4 AT t s s S. ALL SCREWS TO BE STAINLESS STEM 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON SEED. AS PER DIN t+) THIS PRODUCT EVAW47M DOCUMENT WILL BE CONSIDERED MNALID I•' MODIFIED. 5W16 W/ 50 b1 YELD STRENGTH AND SO Imi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SEMM 2411.3.3.4. T= / a i ECT WHICH WILL 9. BOLTS TO ■ ASTM A-307 GALVANIZED STEEL, OR M 304 SERFS STAINLESS STEEL WITH 35 kA MINIMUM YIELD STRENGTH. (0) BECOME THtE" ENGINEER OF RECORD WE SPECIFIC PROWS SHALL BE PREPARED R.) FOR THE PRQLECT REGISTERED D N 0 WILL RE$ODpONSL%E FOR. THE PROPER i 6 � �.1+ s a USE Y3F TINE. PLED: E7NCINEFR flF RECORD ACTING AS A bEtEGATED ENom m TO THE P.E.O. ENGINEER. %W1 ? # ; 10• ANCHORS TO WALL SHAD. BE AS FOLLti7_Wu; SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. y j ___ j ; i • •.. i yi i I ' - i i Ia) THIS PLED. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIO NATIItE OF THE PROFESSIONAL ENGINEER OF 1/4•R TAPCON ANCHORS AS LUNUFACTURED BY I.T.W. BUILDER, INC. (MIN. rt-3122 p.aL) THAT PREPARED R. { 1/4V-20=S 4"$.5. UT W + - ' i/4• a X 7/6' CALX-NT ANCFNO AS MANUFACTURED BY DEWALT INC. (MM. 1t.30W ps COOT. / 1/4'P-2W3/4'§S M.& Wj - - N 1 t& STORM PANEL MANUFACIUIREIFS LABEL SHALL BE LOCATED ON A READILY YOKE LOCATION AT STORM PANEL IN w/w wur I 1E > + = 3j3z" WIW �R 3/�' +M ACWRQNVCE 1ST#! SECTION )709.9.3 OF FLORDA BUILDING CODE. ONE LABEL, SHALL, BE PIACED FOR EVERT' OPENING. LX/a+ 3 WAND HUT i j 14-io PANELMATE FEMALE ID & RANELM4TE PLUS ANCHORS. AS MANUFACRMED BY ELCO EDNSTRUCIM PRODUCTS. t} (rC-33stl P.v.L) LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. WASHER 0 12 1/4 O.R € t I I N 1 MIT Ya61EA (6E1tktD) A tit W iTMCON i Y U. 4 i 5 } WASHER (BEIOND) 0• ���...� .�_ i t 4'P TAPCON i 6 D.C.t 4 { TWCON q a' O.0 I A I) WNDNLIM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SFWY BE 1 3/4-AND 2' FOR PANFLANJTE L�. I✓" I /1 t/Y AMN. TWADCO 3 L i 7 s"R = 3 STUD) ,1 1 AGO[liE9 W/ SWAT) 1 i ? E Pfli7RATWN AT MIONWTN. I 2'xd' woW _/ t./ j32" wINc NUT 2"A4' wboD �/9'a x 3/s2- wIIG MDT "i I 1) I WASHER O 6 1/4' O.G i FEMALE ID & PANFJ,MATE PLUS. WHL TWA= t w//1 Ijj22 MIN "EWED a , L r OF PLATE REQUIRED REQl11 I 1 WASHER 0 (BEYOND} /, 7WN AT MDWMTH lD R mvmm } WOOD POF PLATELATE 1 7 fj -_2'na�OF PI PN1OE n • 4• IMpOp PLATE /14-10 PAELIUNTE = �/4-to PANELAATE i$ T = I A2) MINIMUMISHME�DM OF T/A'RTERIAL SK41. BEx 7f -1N ANCHORS SHALL BE IS.7la• WWD COHtC( TE. NO EMBEDMENT INTO BEb, O 6 Ile O.C. W+ 7 I q 6 1/4. O.0 W 1 7 I A'M'N WALL Moduma ATMTA )ITM(Allq PLATE TION ) i. i L v:: AHMIO I of MATE , N „y Y I 2INTO O1 SiDEWAlK EMITS USED SHALL BE LONG ENOUGHtsHgUU1 ANY FINISH MATERIAL EXIST) TO CNCACE s/4" jl,��Tt bq WALL 4_MNG IRS It REGULAR PANEL 251 1! ffAW*ipmmSCX@ 316'-1" i1.3) IH CIkSE THMT PRECAST Sl'ONE. PRECdeS7 CONCTErE PANELS. OR PAVERS BE FOUND ON THE F DSWNC WALL OR -n Vk "• (/'+N o REYRILAR PANEL SCALE Sjs'-1" ATION WANT. IIiM�+ )4fio RCKXi. ANCHORS StIALL BE LASS ENOUGH TO REACH THE MAN STRUCTURE >#tarNO SUCH PANELS. ANCHOWGE SHALT WENn SCALE 3/S"-1" So"1xMM TWINNHHAr'H'W',T�RNATIYE �}; �W BE AS MENT)NER IN A.T) AND IN A.2). tCL' "t•T' L_ TI"'"E A• Ttt� ND.44t67 $- 12A lj 64 L/j'^+Py EE DIM= PANEL = *„1r� .....«, - (B) TO f,XkSIIdICi DENS '••!$ SCALE .ifs"-.1" Q�'+' GEM' SCALE 3/B'-1" .S TY * :7E• "' S . J F FLORIDA BUILDING CODE N(h Ve(ao Hu tie tons LM '. t+ FLORIDA BUILDING CODE H) h VoIca Ilurr(cons Zone 1 4 a TAPCON ANCHORS AS MANUFACTURED BY LTV. SUILDEX. INC. � FLORIDA BUILDING CODE (High VOIoo HurtiCron* Torte s exam m7€to, Tpe:. - Fp: 1/4" a X 7/fr C/UK-IN ANCH(Nt0. AS MANUFXrURW BY OE'WALT INC.. rr _TWO p ) ,. INSTALLATIONS MTF CttY 1RHJD ftM BUILDINGS MTTN A.S.U. O4)SMGN WADS -. � , / " UP TO rss.& -7zo FsF Mm rAlELS LENGTH UP Tb e•-6'. IdD 4418T s 20 GAGE GALVANIZED STEEL STORM PANEL _^ ( s'G',h'«. � e �•Vson Tum at 20 DAai GALVANIZED STEEL STORM PANEL oRaw er: ND. $ j ; * efma 1 UEea, Tc 2D ram( GALVANIZED STEEL STORM PANEL r' _ 2. � NO, ADO/ �:0.55 O TO 6E SOUTHERN R EMML= ,*'. /_ 'ti "' UP TO +. .p, 724 PSF AND PANELS LENGTH UP i0 9 - W * * _ I�Ni.r« - PRODUCTS (I'm-2071 p.v ti lD: AND PANEL:.IATE. PLUS ANCHORS. AS MWUFAGTURE6 9Y 0.CO CsX TRL TIII . ti 3 bRMw BT: � a14-10 PMiELMATE FEMALE JgJPAN ATE - BALL PROTECTION PRODUCTS. II.C. ) y' «""`�� BALL PROTECTION PRODUCTS I.I.C. `"n•"070 - /►Tn /� IL EC O LNG. 2. FOR NEW wtwo FRAME CONSTRUCTION: 1TWD MEMBERS Ta. BE SOUTHERN = (CM.INC: I + 4" S.W. W www PINE NO 2. W/ SPECIFIC DENSITY OF bss at FAlaLL. "%'�(e1 ()RI aI00 SR. ai s1RiE7 eac A. =m a ANY aAMN n wtd i fiatC. n jut4 STA L PROTECTION PROD a1E u U.C.LLC• 20-176 �'` ' ` nx ae. «. xiti rrw. erm..n ma PaNaNu (osNl■R-raw, 3113 iia4 ateY 20-178 V tMNs- (ay4 I -mom, nw: (mwTM«-uIN are aeND S.W. st aL (N h r esu a«++ eAi ` LX-06O07ta r«� MAN ewerw ++M N7.9WN»v NH III PE �AN.�BWaLlffjiklE rA-aaa07ia/!t F#a1'• `M./5�1AnAlfjaAlf hw : pR Pt-lmY. w.. NNM of -NA m tl-W _ - P.E.wrr : W9 efH1aF. h: r Peg Kr•,ren _ _-morn aR Ar. eN. r a +aNw«AYRaA a1 a,w N,OtIE: 20-f 6 ea e• w«nr. r s-. ry CMI,Rev «a MWIT a OF 16 TAJDN A ,>UD Nr., P.E. - 1RN4f to ffi 2a iWL1FA A N, PE m ta:ux KI¢f i, or" Room 1 ow 2,b57' 1) 2.OW' ,2 L' a �� wN1i6t. s TIP. �. AS W A-W `• ^y GRADE MDOSPdMIAt LBETAN. Ate, , 46.8 ------------- I ------------ t.sbb• © STORM PANEL PA#L's END tI+ W! KmMED E0M. -. R ISOMETRIC VIEW DETAIL A ROUNDED CORNER q ENDS OF PANEL'S END UP W/ HEMMED EDGE (N.T.S) ( L N IJ V 3IafL�U2--i ALW ANGLE a 4 STOP BAR it" LONG 606.3•--T5 idum. ALLOY MEZ,%- DE � •� / WAR. AJ J .125" zoW i 1 ,24• .750' 2, q) « « ftWRSED «h" TRACK REVERSED "U« TRACK 913' i I .t25' PA1 I j 3 �YP•)-.«....•..._.._..,._g- Mac .-„-} , OWER� q « l J 2 ,L5 (Max-) ALUM, ANEa C 1 1 4 6061-TS Alum. ALLOT NIiIG x flD.t#Yi TYPICAL ELF-VATIQN EN SERIES 2000 CONSISTINOF TWO G STOP BAR OPENING StALT ALWCa^ � PAOYpETY�W�}} REAR PAHJOlE m fACA.RATf INSTAUATIRN E-Z HAN, CD SYSTEM F INTENDED TO BE - � AILED FROM 4J4' Mez. sw 7 aRQw/mWjD®,0 SILL a/ND' + 1' 1gQT$S.: (f). T>EFTNLDON. Di' SETMES 2fa10; £ - 2 HANG STORM PAPiEN. SYSTEM OF PANEE t CRAfi. TRACKS 70P q BOTTtlM. (2).,MIO PANELS 5HNLL M.WAYS � CONINECT£D TO BOTTOM TRAGI OTHERWISE K {77J $TAIL 8E PISSED AT 7tW OF 5L)CH PANEIB. {a). IF ENO PANELS ATE CO/NNEjDBTEPDt�T7T/O� BOT[LM4 TRACK, OC/NNEC'FI/ON SNNl CENNSIST OF 11M0 TAPPED BOTTOM WTWICk. •fACAiWN�AS7EN£R51kNY BE AT EITHER EXTERIOR FLAT EIIUNGEB OF END PANEL. (4). IN CASE THAN ENO PANELS ARE NOF WNNECTED 7O BOTTOM TRACK O,e. A STOP BAR ffi ONLY USED A7 TOP)) AT LEAST TWO PANELS SAL BE CONNECTED TO 80TT(I,1 TRACK USING SPECS a1DI'ATED ON MOTE (3} ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BDTTOY TRACK MAY OCCUR AT AYY PANEL LOCATWN (5). SEE SECTION 1', 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. ...,. 2724 f'/24'P NOTL a maRA SG!#BiAE W$#iY 1' 1�&L` 60 X 4' a aEWW , 40 X `L"es K FRONo ON M BAMOUNTED TO EXISTING $ILL WALL WING OF P ONE INTERIOR TRACK SHOWN PANEL. Lt. NOT PANELS HAVE R PA ELO)INTO POURED CONCRETE OR ONCREM 8LQQK Lie AYIIF $OEND RWPANIEt4n 1/T 1 Tjz-s - ++, 4m+,•. IN 1S •LAST PANEL 10 8E lNSGLIEO AT WEA/CH . RENT � FL1CP.tWE IG'�AiLW01O4 E-Z HANG STQR�i PANEL �Y$� n °aI st�uR�ALLm 1/4* Yev. TAP tylQ� : eOaL 3r32` - t' {i%. �EEIem(>IL�' SFAYF's fODb: E - 2)tANG STORM PA1EL SYSTEM CONSISTING Or PANEL + �ATRACKS AT TOP ffi PATELMATE PLUS OR id" LONG T BOTTOM Wf PANELMA7E& (2). END PANELS SHALL ALWAYS BE INECTEfY TO SILL WALL BY MEANS OF P TES OR, E USED Y Wf 15 LONG TRAGIC AT END PANELS �BE CONNECTED 7O �Wf A/4 f-20A3/4 & W 7 3/[" WING OUT OR T/4"a-�k.3 _� Mln. THUMCsSCREW INTO TN�ED�GEP7 AS OF3XIDB® ON ROTE (3) OW). (3). FOR EASCS WHEN ENO PANELS ARE USE .KXNRY W/ 46' AT ITAJf f7sl PAMffLS ALE NOf CONNECTED TO BOTTOM TRACK �A STOP SFNALL BE PROYIDFD AT lid OF SUCH PANELS. (4). FOR a4STALLA'RONS WIEM END PANB(E�L]S AM SOME INTERIOR PANELS ARE DIRECTLY W TWO PANELMIVESYFOLLOWING SPA,C6YG 0 E6EYA �� J/{Ay�3TW2SN•WL N���CMINECiED 8Y�AN1' MEANS. YS11P1.4 BE INSTALLED LEFT 01 n MIOaNN Evwi AN4YWva cuCAW mxm VIA I m OCOMO IN 74 N low a 5 1 1 � 1 N >ME sw+EOIxE 1 ( 1. t 26 j Ii�z Lpy I $ }1MM.��� 3D+uKtnra I ,14 mYi�4.' 1 a M 1CN 1 ,7�< 4• i Ta aAA84. � g e y, j TO 1 j 7� i 1 _ n4TlY arERw ogla°Ar -r- NLaCA 7 Rnlass i i 1 a ads-xniJ t ANPORA � Aax x � 1 a4 TalgY a) 2 WALL AND DtRE.CT. IlQ Ub�.ITIAt{: 1lLST. WALL Nn - eG4c' 3/E.1' ILL >e wommwas pE0'JRfYElfrs FIR LSE lS rLNt a LOP � Aa , Tp 7>raesRT�u`, a 4 a as Sao eeTlMlalak T1PE aN sIHT xJ. �•�; _ 0 7aP a e017oM MaxNAWS CAN TIE ANY twa Tp SLAT ANY dETA1L 4 rr. -mar 1NCFM!CE: t/Y . 1" YJE1Ll�l ( aN t IAN11" cn cu WALE t W cu cn i O U O LLI = Z Z Q J ll SHEET N0. IS 1.2 YAXlNG ULs.O. #5NG �E Mmc. YM MNIMINA BEYrAR 7m APSECTION To AA7bNG i. ro cuss wpN�L DRION SECTIONS 466.0. -753 7W OR LESS 2 9/15' BOLTED • 1`. Z. 3'. 1'w, 2"W • 3*W ♦IRO. -73.3 701 OR LESS 2 7A. BOLTEG • 4" & 4W W 1 f a90 1FA/ /4 20x3/ R YnNOJUT AT avFAW & 40k OF PANEL LENGTH PAMM I _.I, 1 Y. tl. .� .i ,;Nil IN:. >r 'I>• M+ it x .X�: tar •... t,r .. 4 A�1U MUWAAI #SNOIi8-1rAL'W0 FOR . ti 0, 3 I /a' " APw><resE'm M.SMTtTONoowm OF THEM1E1101M MAXIMUM PANEL �•" (h) PRESSURE RATING , LfBLOCK T I.AtR-W PANt7.Y\TE FEMALE10PANELANOE tSU9 TO COMMIT: 10 CONCRETE 70 OONCRTE TO CONCRETE 12" N/A 12' NIA 12- N/A 12' N/A ,& V (TOP) 88.0, -75;3 it' 3'e 10• 3' S" 4' S' 4' N BOTTSEWS OM)+ » OR 70LESS 12- 3' 12" 5" 8» 8' B' 8» i OM) T 4+ NIA N/A N/A N/A N/A N/A 12 1/2, 1'. 2' (BOTTOM) T N/A 6 1/2' N/A 4 1/2' N/A 4 1/2' N/A 3• (i0P). 12- N/A tr -N/A 9 1/2' N/A 8 1/2- NIA 3' (BOTTOM) 12- N/A 12- N/A tr N/A 12' N/A 4' (TOP) 1r 6 12° 9 1i2' 12• 11. 12, it' 1 4' (BOTTOM) * UMM TO S&O P..t. AS& OEM PRESSURE RATING. 691 s 25 MR ANCHORS TYPE k V99A FOR 1NSIATLARONS INTO WOOD MWLIUM ANCHOR SPACINGS NO MINIMUM EDGE INSTANCE ARE VOWED, ON T113 SODULF. MR E0, =5 THAN MI WTN SCHEME REDUCE VOW SCH MULTIPLYING SPACYFC SNOBL d4 Sd02X 9Y THE WIN , FOR THE FACTORS. FOR DING OPERATION SPACING U9111G FACTOR MIIMUM SEE. 163>UCED 9PAtlOR OBTAINED W%r LESS M EACH AD MCe K LESS 78L YtiaWM SPACING AM0101TED FOR EACH ANCf10R TYPE AT AXL7OX•., 1E60N0. ANCHOR TWE T/4 +.1/4-. 1/49 TALON CAUT-0 W. mom wmow Ina 3. 3 3 s 1l4 mr WSna,OI 4NM+w 6a) '� 3 ] 3 nA - 0-ft ab•II 00 3 31 A 1/2 4 AONEW.EA on mig1IOnTR 1 #/2' 3S - - - 21jr 3• IAG - im .OS 31 /m tm l # REQUIRES Max, DISTANCE 911101 71 BOTTOM OF PANEL It I MO CD TO 8E: 1/2' 1/2 112 i •I+•t+ REmfn Max, owam BETWEEN BOTTOM of PANEL AHD CD TO BE: 3/1B i 3lIB' Max. COMPONENTS FOR REGULAR. UFE SAFETY & E-ZHAN-Q SJORM PANEL SYSTEMS (SCALE 1/2-1� ----_-----As.I2i (TOTAL WUrH) z.187'---• 12.SOD• (FgFECINE WON)-_-. - , � e ___ L-••i I--:193" � II4•a-2NJj4• IN I E9CE GRACE: s Aso MINI TAP. I DIM/ DETAL A e-60 CALV. EDGE.j1 I Ot STORM PANEL ----------------- - -- t.350' 1350'-•�MIA PANELS SI ILL BE AbTALLEO ALWAYS FROM LEFT TO mm W/ 1/2` to A ETD AT LEFT WE OF PANEL AiliFt'S fND.UP T MOA37 ta.0.s' ' .133` 0.270' ` / I r <: I , 407' r.625• ISOMEMIC 30EW QEWLL-A 133" 93 { I-- - ROUNDED CORNER O' ENDS OF PAWLS 99 END UP W/ HEMMED EDGE, • T 1 sit• 1D87• �((((����I�p'''-���i3�3 ® pi.,L�L�YJIIF..74ASHIM 37SO' 7YP )- I 0t-75' ma 1 3105-H154 ALUM. ALLOY 2.124- t^ - 5• O9 SLEEVE 2 j a I i s, it i MAX, IRS $(. "H' HEADER ® 'U' HEADER osa f I" MIN. TO 5' lbx--A r ;il !MX` i p dN(i1E :374' ' 5.000'- �. 1-Ta At10F 1.8i1• 2.000•( + 'f � 1:t25.BBO- 2 � fl ( 1•p(pp .123' T�. �• o ° IIRL p I^ mar-_ _i SEE SECTIONS L. .204• ¢l @ �pjiD-O�UaT�t"cF" t4 BUILQ-OUT "Ew M&M 1U5 dE i ERED WINGNUT JJ3A ,..CA7.MEYiW (TAAMAC 3 ALL" RC SEAL, 6- .tBe-Ti '. .06. ;.750 IINO ANE MOLE ! 6 1/4' i OWES /REAVSED): 10° I ( » 1.67T• i 9 qTP. 1.015' 1,580• L -- ,) (TIP.) Q 'r- TRACK QQ ����un TLC 2AFIZ{Gst€FL oA�v 0.375• 0,250'e 5 OR S� i.. A2r ormw nATA17. j I '"._1DOE Or PANEL KEY HOLE AT PANEL•�'r sf3' •SEE SHOE a FOR Amaxem UMATIOMS IF SLEEVE LENGTH IS I I•. „- 12V' - MAX VALID FOR 96TALIATON3 INTO wow srRi mtm. 1�. 2.OW A am j.75G- •Aso• (h'P.) i t ',[` TRACK @ €'LANAI HANGER P (USE ONLY FOR E-Z KA NO STORM PANEL SV'5TEM) SOU -TO ALUM. ALLOY INSTALLATiON DETAILS FOR RMILAR PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE ANCHORS LOCATION CONCRETE ANCHORS r-T= SCHEME ON I SCFwOLA.E ON varm POURED CORD RET�_ sFwm 9 TAWU 10) EOSLWG POURED Cam__ OR COVED. BCK O SHEETS 9 iHROUDH t0 OR WNCETE BOCK IEWRiED.. REQURED' EXt5TIN0 POURED. T'-`E'D• LCCg71ON CONCRETE ANCHORS 0ONCRLTE now � SH�EET'S H { / o a !�•U' � ��'�� - pC�p�,t�i '-��• M''� L/4S7• NFX wWIFA NGD �Y�J .- .4 ...�- ,• .•-...-LLv ATaMI OR-1MAjXX. to � CONCRETE ANCIORS 4 C1kxC 1 ( (SEE SCHEDULE ON-- --tN SHEETS 9 THROUGH TO), r- I ~ m"i i EA t 1 - a taL1W 1/4• U.Q V E D. % I PANEL LENGTH M1 1 (SEE SCHEDULE CtAS 1 i 1 '3s % SFFfU . FORSW rotra�w h TO GLASS. .. TON TO CLASS. I 1f4Y-'Bxl' i. i. {3EE it%RE " L • 9 8 15 0 �. oaA I ss..- ON SHEET s _1Ss 90cTS (SEE SCHEDULE fM4 - ..�A, 7d ) I 7P a ; 1..-.._ _ E - 1 I PANEL LO CTH 11..__,, SHEET 3 rt FIGS WR NANO. 1 MaK. p-.- .__:�_;:�. _ _ iV.E POA PNAB (SEE SCHEDULE 1-` LBEN ant 7-0 PANEL TOWN ( -'I MCIOAM.IAl1 7.•y �..:_.._ ON SHEET 3) _ (SEE SCHEDULE 1 SEPARATION 1 I i T ON SHEET 3) .•i BASS TO GLASS. 1 t GLASS I , i I 1 � (ON SEE SCWXJLEOF f SfiEET 3) 1 1 a I OF 'C ' I i 1""" M ? l MMX, ` I t 4 BOX t '/ ED. ;%/ L A E, . f •- I O I 1 O /2.1/2» O.G: j) E �.........-.._!___..._......� � tAx• I Y �1 1 i I ) r I I �/ - fx4E{p 80174 L ---- 1---,Are tl i CONCRETE ANCHORS. Y e a i/e CA CONCRETE ANCHORS _ EXISTING (SSE SCHEDULE ON (SEE SCHEDULE ON i--------I 1XIFOREIE FDOE OF WALL OR SLAB SHEETS 9 TtOtDUGH 10) SHEETS 9 THROUGH 10}- r� 2 I� $ �. ALUMINUM. FOL REQIAREO- q , ,4, T. CONDITION) QUITTING POURED CONCRETE ALL DESIGN LOADS- AND PANEL CONCRETE C(1NCR€7E ANCHORS I \ BLOCK OR CONCRETE BOEXISTING POURED CCI RED"` LETNGHS PER SHEET 3. RECURRED. {SEE BCHEDl1LE ON €•}_-__. REQUIRED. �L�p�•�,� 1- TAX, LOAD ALUMINUM SPACERS O 6D -- /« SHEETS 9 THROUGH! 10) '�,j' 12 ijr Q.C, (SST TABLE %I ON SHEETS 9 & 10.) OGLE 3/8.7" SCALE 3/8- 1" 1NAli1HIryAAA lv V� FLORIDA BUILDING CODE Hon Mob Velocity No can* Zone F.P. _3 0. 44167 s to=T'107 Me.24 GAGE GALVINf1ED STEEL STORM PANEL cum ft NOTE FOR COMBINATION OF SECTIONS: s * 1 * • * e1/som. E.D. EDGE DWANCE i o. STATED iL ECO1Ne. AL PROTECTI�1 PRODUCTS, LLC. (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE • �p F( 0. 4em &W. e1 STREET OR{D • T 04 SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY % ., . ,,4„N� ax :lr. a., aw iol ww.n awls n auM /wM• R. INSTALLATION. """•ETA, "Af " ' Nr.:1ad0 �„aeM nl-Iw PHONE, CMH)se9-T6N6, M 196t)101-0197 2D-175 fA•OM16719 rs.. Y•enr ec r. OPAttiO Nee I/T�NtIMM 411UAF/pM! %1 A Jr: P,E PS-,Y 4 smart b or 16 INSTALLAIM DETAILS FOR SERIES 2000 it 1000 E-Z HANG INTO EXISTING WOOD STRUCTURES AM t/ah 1AG'SCAE1aS ! 0' O.C. W/ 11//22 M,n. ,tatfADED PONETAA7KW ._.� ( rx4' WOOD 1/4'e LAD SCAM a 6' O.C. W/ TO E7o51tO WOI1D NF/IOE'R.KEAWREQUIRED Cleo LAG SCREW a It• OO, W/ /2 MA i i TKWAM PENETRATION MT OR ON EDGE 1 f INO /2- 1#RMFADEO IN.NF,SRN7pN 70 FXIST1aFA W060 HOMIER. ro IXSTWG WOOD 1WAtER:. yC*"L#l4xI'j1A1 o of ;�1xCantpi//4°7e- 4NN" T OG.4 C• L `a T T`4 BCFEt55:! 6 #0 O•- 4' 1 • ! FA TN0 O ZOcI ,HIISS MIL. 1HRIEAOEO E 12 tExtTnAroNHEAD M:&iF 7 AI}j/sz• m orRrnlc WvaD . t1FTAR 1 24 kIA0[Rf� /,iP7E 1A60,OW) 0E1AE Ij24 k ImpAR3/16• ANm. POP -RIVET 4 D" J14n1• SA Y_ S TIEDmM #'.ENk` ® • FA EMi @ (SEE WIT _TT,• IWXO1 FADER AE'OUIREO I 9. i t I/tb°. Il.l. � t 4'-M-. a• ^ 1/4'4.^2a13/4' S. PARAION }, iT/ M7iJ•g' :4f I TO' .- AA/Ss; 7 T fig+ 9f:PARUilON' /e J3 Wp•O 'T3a �. t0 GLASS E wM/Ox3/32• Mtn Y I:i Ta• a4 e I t 2 7 (A 0SNY OVERLAP i/4•F2Px314" 10 tlRm ; / �} i /3R pg 1/44 W L• s 9/SEPA'Zk TO SS. TNT O E ptNp� GLASS. BhRY 0•EPoM PI i EAFA1' OVERLAP et .6O 3 Z Y 1 4's-sera 4' Mk.s: I x - 3 sbrtt, "" a W/ 7/6".xsi32• ! �� s u 44- i• M N W BOLAP MTE tl]NtE ID 8 TPANEIMAtE P1L1s W/ cants. L3 lt4ro-10rz3/4• Ms. f8- Min itMrEIOED N !6•,I,�y� ' 1 NOTE IA NE1gYt} MEn. ( ^ PDN€MkTtONi a2 a/2' ac. • t n 6 w/ " t.2E0.'» AF"' L ;TAIL 1 4•A_'Xe ap - 1/4 11 Sr.RES6 ! 8• QG W WOOL TE RE006E0 7✓ y,�." NLK % 76ii'E-aA. Mhi 1NRf.1DTo PEN O '1 of PUTS AT AERIES 2000 OR MT OR ON EOgE 1 /'tyy�2'/1G1-�`-"aT.` IA t4-,o.... TE PtUA w/ 11IALNkkCREW NOTE 1A BELOW) B a/4"r2Ar316". M, W/ 7/8•rxl/32^. W.TON ! ,i a Orelt. WMAi xUF ISM aY O.C: tm0INSTALUGHM ,/a'f tAO SCREWS a e' 0G. W/ : /4'0 LAO SCREWS ! Ik' OT, W/ WALL &WIC14" REQVM FLAT OR ON EWE;✓�,j,RNATIVE $')1Y- y M6ti- , ,/2• wn. TMREACEo PENE,RnvNt(a) y e r62MM. T,a PEWE,RATIW S@N£ 1/4•.r i Min. 3 i4' Y000 RAT as ON EDGE ALTERNATIVE 1'-1V t PwE nEODwED tTAT oR ro GrjIJNjAy1�yWING AL AM 4"w I. INSTAUA7ONS ARE ONLY VALID FOR SOWN= WITH &&0. 6FA51ON LOADS 4tttow"O#t, AT -1 �'keC6. �s SCALE-nJ Pat AND PANMtj4•,,,:i. 2 MR NEW W000. �FIAME CONSTR N UNM UPTOTo1ISE SOUR ERtN +TLRA ..... , SCALE 1/4'.1 PINE Ho. 2. W/ SPf.CItO DESNY OF 0.55 0R on. FLORiDA BUIiDING CODE HI h. Vet IIuFF)came Zone38*No. S * x auto TILlm we 20 GAGE GAILVANiZEO STEEL STORM PANEL W, cITKA AHI REOUpE1lENP1 FOR OF @5R �gi AT TOP ASASPANEL COk0N TO 77tAE63�P6ASM ON�lDENOR2m0 RGtALtATON TYPE ON 9IHT 2d- STA PRODUCTSa M .. %/B I�GRt ,w. IF 1Y�. _ .!ZO uP`.L.t iL EC0tNc. BAL PRATE ©N � Cue t /Lw<'1!O? ky nA 4�S • • •• 'A+6 / Iu. ar• R Pw W LmMM a4mna n = A,�_ nGE; FL F3 TOP & BOTTOM MOUNTINGS Ow BE COMM W ANY - •--- 9, f(j E. _ • (m4Mea-73•e, FAX (a64)apa-STa7 20-t76 WAY TO SW Wr :INSTALLATION. kAAryfit� �'PCA-m06TTIT q � � � NOTE 1 SHUTTER TRACKS MOT SItOWN TOR' CLSARf1Y P'E 3FA+jNONAMIASJIA'fE WHAMMED A 1X4AT.,kn P;E ,41 44F LYNIIMa Hal . MAXIMUM PANEL LENGTH w OR L-- (ft.) a MAXIMUM A.S.O, OEM PRESSURE RATING (p.cT.) I+ OF -) CONCRETE A WOOD mWMA TOMS 1 L+ tr Pao W-0' W_r 2A0 W-01 if' a' 3110 17--a' 10--9' Mo 10-To' Fo'-e 40.17 to•-r 9'-4- 48o 9•-8• 8=9- SaO P-," 9^-4' Sao a•-r a=o` Sao a=,r r-7• Aso a•-o` r-4• MO r-a• r-D` nD 7'-3' a -NO' Soo. r-P• 9=r 920. 6'-9" r-r ALO 6-R• B"-0-' 10oLo 6:5' L_ i' 1050 6'-j' 5' 9• T7R0 - ix r: Imo 15.6 MAXIMUM PANEL LENGTH .L+. Alt 'L-. (ft.) D MAJQMUM "D. PRESSURE RATING (P,r.f,) (+ eN -) CONCRETE & WOW INSTALLATIONS t L+ I Ras 2ao. F41-4' fr-o, ffi:D 12•-10' H =Y Jac I --r f0-7' 510 10-fa' t=9' 4aO A' -a' Sao Sao 8"-31 3-al 6ao 81-0• r-s' Sao 1-4• 11--2» 70.0 11-1. 6-Ff• 75.o r-2• 4=8• Sao 71-0' B.5' SILO Pao V-9» 8.-1:. "a 9"-7* IT-Ir TOGO E1-3• 3'-r to c, a -a" a'-4' TTao - s`-T• fN9.6 MAUMUM H PANEL LOO MINIMUM SFAAMTON TO MUSS SCHEDULE WIND. SPEED 4 170 M." WINO SP€EO > 1mph'70 Rh 0n) wwwwaiml RMI MM twKwAsmol RF57Riww 30 OR LESS I. I. 8`1 8 1/4 >33 TO 90 T' t' I I/r 7 1/2' >90 TO 145 ,• 1' T 1/2• 7 1/2• >145 TO 1' 1` - 1 7 1/2' L61NNItad P►NCI 1 Cumu Ntlrl ma A AtVCN LJI0t1NTINf3 N.DNDITMM amH TRAGIC mB M. a &Gil 4fi D.M.,0, DIRECT NOUN= AT EACH SWOP' �. 1 TOPBRECi MOUNT �» Fw141ER u. HEADER T.SSRO MOLE TRACK FBOTTOM W ArTRAM � tl.O511pIS - DIRECT MOUNT 1. 3r 3r 36' sr 501 6G' 4 1.5-X1A' STUD, ANGLE 1. 3r 32, 32` 42" 1. 38' 5 E VMK 55' 32- 32- 4r 67• GO- 6D' 1 w 32` 1. 36' BIG. 1 66' 32' 32 38' IO' SN 58' 2/4 I' MAX ANCHORS (SEE SCWDUUE ON SHEETS 9, 10 &11) - T1-�-r T--,-�-r-r-T-�-r-rTi ✓-r 3/4. 4/5. 5/5 3 '6/6 2W/B. 3W/7 A 4W/7 3' MAX a V e IW EIOLTEO PANELS W/ 4a-2o 1. S. M.S. BOLT W/ d0 EA OVERLAP (SEE SECTIONS AS APPLICABI) 1' MIN: 2/4 1/4, 3/4, 4/5, 5/5 & 6/5 1 W/B, 2W/6, 3W/7 & 4W/7 - --ANCHORS (SEE SCHEDULE ON SHEETS 9. 34 &T1}--------.._.---•i REGULAR STQRM PANEL (1) ELEVATION ,/, 268r N.T.S. _..I wl (HIM t7AET1AP .1 YIDIE VALLEY) D(I) L4: MAOMUM ALLOWABLE PANEL MEM 1H FOR A OWN POSTIM &M DEMON MOM.. I-d MAX. ALLOWABLE Ma LENOW FOR A OVEN NETAME AS:O. DESIGN LOAD M Pwmw TO OEIEMINE WommuM PANEL UDOfFE OWN APO m ASD. mm we, DETERem: "" PANEL LENGTH 1.' FOM sSHEWLE OMEN A FEGATA£ A.S.D. fE91GtF LOAD; DEIERIOIE MA10" RAND. U30111 `L-' FROM SCHODULAL FINAL 1MWMM AL.IOBABB PLM/EL 11NBTH LS SOUK TO THE 1M{ " aET mmm PATH LEMON 8EI1"OEM 1.' At0 1 (3) $E ScHinu E Sam FAIN WIN. PAHM LENGTH FOR PaROM QtAY87G1YgN. TNSfAtLAlO15 INTO WOOD ARE LOAM TO 4 95 .,cf. MAX, ASA OESNII PRESSURE RATIO * 0+ 44167 TF ' * Wr e4m/ TA3FOD a s e OI 24 "" GALVANZED STEEL STORM PANEL PRooucTs, U.C. ' yg'�'iFN��SI •'.. ,_- ORil 'w ..... R1�77 ±krwrt,:,w 4600 We I eAT .... �PRrOECTKt BMW. FIL 4 TAX, ta6tkMIO-aTn ... 0-1'7�5 INSIALLATION DETAILS FOR REGULAR a INTO MQD STRUCTURES WOW ANCHORS i (SEE SCHEDULE ON yyy 1 4Y-Ian•-(SEE SCEOAE I/4Y-2aN• NW emis ON SHEET T=p SHEET 11) ;. yy"" I .3) 1 ji i e , js• G.c „a . ' 1 t ° a �•-•-•°^------�. 1 j I UNerM AEA %67 ! 1} 4 I I�t i PAW! LENGTH 1U } WOOD�; REOIJNftf D ,� CN04 ,t I 0fAS9 1 I 1'. (IN E SCHEDU E OWE SHEET 11) 4 � ' or N-� MAX; j 'f 1 Z. f - WOW WAD _ (2" � { I 1" � 1 REQUIRED '1 _ I _ r f � L-01. MAY. LONG ALUMN SPACERS 0 12 1/2- 4, I O.C. (SEE TABLE #1 ON SHEET it.) '. 1 I SEE NOTE •• BELOW MR 1,00TA 10015 FOR 'L" MIA)(• 1 1 1/2' LONG 9LEEVE'S.: 1O G7%SXSMI, PANEL ,r� III PANE' LENGTH f ! (SEE FDl3i)E (f#M I (ON 1 StwtT 5LE L.. )_ sIwu 3) _-PARM MATE O. (SEE sFEMALEID ORE ON PANEL. M)ATE , /4Y-WONT• '.___... I 1 r- 86E Tae IWNL 1 SEFARAIl0 N I 2`x4- wDW \{ T LNlm O.nl 7•ery I M.--�T TO GLASS. �TtlLG-si ! PLATE REWREU cLAss t ON DIRECT MOUNT Wf SPACER 51 I �Aai WALE 3/e-l- SEE TADLE /1 ON SHEET 11 FOR MAX. PANEL LENOTNS h O 12 i j2" D.C. A3 MAT(. DESIGN TOADS FOR THIS WSTALLATON, 1 1 OMFA%'V j iD ,. 1 I .D O 12 1f2' O.C- WIND ANCHORS STAGGERED W/ STUD (SEE SCffDII.E ON STALER to MAY SITE 1 11r UM F: L.. i 1 I d(t .+ SHEET t,) (1) SMSA9iAON 4 LUM ID A ONE STORY B&ONw WITH tar-V * t i N9at AFlAT :IStOF Amm� (T1iIE Ts A «SIIWOtON FIIPu ANY 2"x4' WOOD4:.✓ -)- BLA6rO tE1WIGA9IMEMILY PwICA78t OM 81M:AT.T1,L PN1E.REGw 1 : WIND RS i ., r L. ._ MONO '. » ; I 4 2 X WOOD t IMR. e4AAAATON T0. QUASe III, STAgODtED Wi STUD IN 9NDIP J MAY M I G ON TO 1!A• AS -- LATE REawltEo (2) AM& WINE 14 1HWU LL WHD x MAXIMUM fig F7IWAT O GR (SEE SCHEDULE ON HXaO # rta FaLpNXG aWGAtONS'ARi •_ -SL - PWNO. LwE tuts) SE SAWED HA,11S CI r M R SHEET 11) LO46RLM0 Tenn � � RSiMC09n. #ROM t2 RJ2' QO: SPACING AtL0YO1 ON x.,,yj jf (T) MNW14M ASD mm P mmm 4614 __" PO. (3) VWX 24 0AW PANEL UMM IS IN= TO W M ANY MUM - \ {4) iKOOM STORM PANEL LOOM Is FROM LAMM ANEW ION" ALLOWED ON n MOUNTING i3) SICAM PM6 Is oMtx (`) iI9 /PO'";0111MT wfo AM FKeAN9�FM1E DIAL SCALE 3/S.i W S IMMICATED ON aW,AxLLp �FRNATNE 1W Ynro FOR "NO ZOM 1, 4 AND 3 A9 Doom sYA19M SCALE 3/8-•1• (4) LNSNSURIW W1W ONLY FOR Wp& E-Its SM"AIO AM THE 2010 (TIN WTgM) OF THE FLOW MGM :CODE 998b-LW: 4 k 3 PER AVrM' 9 YMMFNNN 11DIE5'yGENs'••% •- FLORIDA BUILDING CODE Nan High Veba Hu Gone Zone OTE (NATION OF SECTIONS: . i ARE ONLY VAUD FOR MAX. A.S:D. 1 INSTALLATION L e394u a1C. N 14B MD.4 r() 4 R Fs26 167 n1EW. fP# DESIGN PRESSURE RATING (p.a.f) AND PANEL LENGTHS � L 24 GADS LACY STEEL P AIRED STORM ANEL mNw * _ * W. � � TOP &BOTTOM MIIUNTING'S. CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - STATE 0 E .S�.�Y GLOBAL PROTECTION PRODUCTS, LUG. mM COMBINEDIN ANY WAY TO SUIT ANY ALTERNATE 2W) ''ya�gO.. iII.-lpCO tNe. Owc A,. �ORLO aem I.W. 51 STREET 2. FOR NEW WOOD FRAME CONSTRUCT)ON: WOOD L� ,IZ A•s,: a. n61r.-wal aYeffOa IM"LFLZ- ` - '' Ari. ,. PEAR n,-aW0 . PYRE: i)�I-.TA4a FAQ (M+p6R-6ta7 20-175 - MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC s/•.••... N DROMIC N• DENSITY OF 0.55 OR EOUAL AMMMIMM 7; ' ' ;ffiy FwaeT 6 6r FR (0) TO EXIenAln WOOD MOAN_ SPFM`>re<` rs4u.T•r. c . D.Si: 1@,i,}; ,. STORM RAHI£1. SHOY/R ON iM5 PRWIOT EVALUATION DOCUMENT {P.E,D.} HAS BEEN VERIFIED FOR COI/PLIPNCE W ACCORDANCE 1/4 f TAPCON AVtCtLORS. AS MANLIFACTURND BY LT,w. B1R.OEX. Be: WITH THE 2020. (7th MMDN) OF THE FLORIDA BUILDING CODE. IRS STORM PANEL SHALL NOT BE INSTALLED AT "108 /14-10 PANEMATE FEMO LE O AND PANEIANTE PLUS ANCHORS, AS MANUFACTURED BY MW CONSTRUCIM PRODUCTS. ` VELoCOY HURT�ANE ZONES (MOB-QADE / BR(lYFARD CWNnFS). - 114'0 LAC SCREWS PER NAS. DESIGN WIND LOADS SWILL BE DETERMINED AS PER SECTION OF THE ASIM MENTIONED CODE FOR A BASIC WIND - 7/tro x 5/8" WOOD BUSHM, AS DISTR,BUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO. S WHERE STORM PANEL WALL BE AND FOR A MVVONAIM FACTOR PEED AS AEOAR€0 BY lTw JURASDOtON OITA UNSTI4,LF1O, KD=O,6S. U51NO ASCE 7-16 AND SHALL NO EXCEED THE MMMUM (AS.O.) DESIGN PRESSURE RATINGS INDICATED ON 94EEM C.1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2- AND 2• FOR ELCO PANELMATE PLUS 3 t # . 4 DR T2 # 7. 6, AND PAfIELLtAtE FEMALE A7, P 7-i BE FIRST N ORDER 't0 YEfgRY THE ABOVE ULTIMATE DESIGN WMtG LOADS DETERMINEDPER ASCE 8 SFMLLL COHIXtOrF!• To THEM 8. IN '4ROCR 'lD COMPARE T1NE5E`-Wl MAX. {As.D.) DESIGNPRESSURE10"ION BY 319 C:2). MINIMUM ETRA THREADED OF LAC SCREW. INTO THE WOW FRAME IRNR' '1 NO iHRFA0F1i SURIEXS.D' THRU 18. H Ski 3 9 fHRU 12 17 ,B. SHE OE51G PRESSURE RATINGS INCHORSOO SHEETS & "MIN TSR"HREE ED PEr�rruTroN ,NTG sn)QGD SILL BE CONSIDERED as Pate cF'r++e REQumm THREADED PENETRATION. FXOO SWU CO REALOED NETR ORDER 7D N STRESSED, A 33X MI ALLOWABLE 'MAT ANCHORS ON THIS AS WERE NOT 0' YSISTESTEDF STREW t10R WNO LOADS WAS NOS USED W THEW ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DEI€RMIffD N S WIND L I= HEIR SPACING 04 DETERMINED FS) •NNbiUU EDCNE DISTANCE OF lA0 SCREWS. INTO 1Y000 SHALL K AS INDICATED N THIS DRAWING ACCORDANCE WITH ND.S, 2018, STORM I:ANWS ADEOVACY FOR IMPACT AND WOO RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION IW9.1.2 OF C.4) MINIMUM PMMTON OF WOOD GUSHING SH LL BE 6/8'. I/4• 0-20 SCREWS USED SMALL BE 1 1/2` LONG MINIMUM THE ABOVE MENIOWD CODE AS PER-AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS /OB/4.07-07 A10 10219.02-09, AS SHOULD STUCCO EXIST. AND ,' MINIMUM FOR WALLS WITH NO STUCCO. PER SSM #2-99 & ASTM E 330-02 STANDARDS, AND AMERICAN TESTING L48 SOUTH Fl0RI0A REPORT ti1123.01-10 AS PER TAS-201 NO TAS-203 PROTOCOLS. AND AS PM CALCULATIONS PERFORM0 1N ACCORDANCE W/ SOCTION 1604 OF THE C.5) N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANEL. TnX= OR WOOD Booms BE FOUND ON THE EOS'RNG FLORTDA BUILDING CODE- WALL, ANCHORS SHALL W LONG ENOUGH TO W04 THE MAW STRUCTURE MOM SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN C.1), C.2) & C_4) 2. ALL ALUMINUM EXTRUSIONS TO BE 8063-16 ALLOY ANO TEMPER, (UNLESS OPO W5E NOTED). SEE SHEET 2 (0) ANCHORS. SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECSiCATpHS OF THE ANCHOR'S M4IUFACiURER; 3. ALL ALUMINUM SWEt METAL USED AT CLOSURES WALL HAVE 3106-HT4 a1(Yt'. 6. PANELS MAY ALSO BE INSTALLED 0OAIZONTaLY FOLLOWING INVALLAT04 DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4 4, ALL STEEL SHEET METAL PANELS SHALL MANE STRUCTURAL GUMMY STEEL. AMU A-653 GRADE 80 M86MUM; G-W GALVANIZED "OWN 5) EXCEPT THAT WADERS0 A,(b SHALL NOT BE USED,. STEEL OESIGM11014 W%FY 02.2 W (AFTER ROLLED). 9_ IT SHiAU. BE THE RESPORMItY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE 51RUCTLIRE WHERE SHUTTER IS TO BE 5. ALL SCREWS TO SE STAINLESS STEED. 304 OR 318 AI& SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ]' MTO INSURE PROPER ANCHORAGE. THIS SHUTTER SHAD. ONLY DE ATTACHED TO CONCREM BOCK OR WOOD FRAME SOGI8 VA/ 50 W YIELD STRENGTH AND ,O && TENSILE STRe4m ,DIG SHAD. COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,3.3;41 10. EACH R€CULAR STORM PANSY WM4 LENGTHS OVER 90-, AS PER SECTIONS 1, 2. 4. 5, 6 AND ALTERNATIVES 1W, 3W & 4W ON b. BOLTS TO 8E AiTM A-307 GALVMi12ED.S1E OR AIM 304 SERIES STAINLESS STEEL, DARN 38 4s MINRAiUM YIELD STRENGTH, SHEETS 4 S 6 A 7 RESPECTIVELY; SHALL HAVE A LEGIBLE AM READILY YISI1" MAWING INSTRUCTING OWNER OR TOW TO SECURE PANELS WON APPLICABLE RMNFORCEMENT OURING PERIODS OF HURRICANE WARNING 7. ANCHORS TO WALL SHALL BE AS FOLLOWS' 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER -COMPONENT EDGES WHICH REMAAt. IN CONTINUOUS CONTACT WI74 THE BW€D44G TO PREVENT WBAT/PMM INTRUSION. (N iO T75TL" O PO Mfn - 9/4"e TAPOON ANCHORS AS I.T.W.INC. 'n. F -,319 BUILQEW (LA t 2 PAd.) I' , INSTALLATION C - Y WITH SPECS. INDICATED IN THIS DRAWI ANY MO ' OW4 REGULATIONS 2 STORMI PANEL SWOT SNAWHEREASBY ANCHORS, MAN FA T PERMIT IS APPLIED TO; - 1/4I x 3%4- SOLID -SET ANCHORS, AS tO151fli9UTE0 BY Alt: PONT SfWLIV. BOLT & SPECIALTY CO. (Mtn, tANT w.).) T3, (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.Dj PREPARED BY TARS ENGINEER IS MEM AND DOES NOT PROVIDE INFOMATTI i - PANEL ARAtE FEMALE ID & PANEMATE PLUS ANCHORS, AS MANUFACTURED 8Y ELCO CONSTRUCTION PRODUCTS. (iM#0 FOR A SITE SPECIFIC PROJECT: Li. WHERE THE SITE CONDITIONS DEVOTE FROM THE P:€.D. - 1/4 0 TA MAC WULN MICHOR5. AS 14ANIN'ACRUBD BY DEWAL.T. 1Nf- (b) CONTRACTOR TO BET RESPONSIBLE FOR THE SELECION. PURCHASE AND INSTALLATION INCLUDING LIFE SAM OF THIS PRODUCT At) MINIMUM EMBEDMENT OF TAPGON ANCHM INTO POURED CONCRETE SHALL BE 1 3/4% 2' FOR ELCO PMELWSE AND BASED ON THIS P.E.O. PROVIDED HE/SHE DOS NOT DEVIATE FROM THE CONDITIONS DETAILED ON TRs DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONIRICTCR'S REWONSIBLITY. 1 3/4' FOR 2AMAC WULI•N ANCHORS. (s} THIS PRODUCT EVALUATION OWL44 M WILL. BE CONSIDERED MAAUD IF MDMED. A2) CAUL-W A SOLID -SET ANCHORS SHAM BE EMBEDDED. 7/6' INTO TWw POURED CONCRETE- NO EMIREDMIENT INTO STUCCO SNAIL B PERMITTW, 1/4- 0-20 SCREWS USED SHALL, BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. (4) SRE SPECIFIC PROD€ITS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL FELONS THE AND I' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY DE HEADED SCREW`" OR Al THREADED SCREWS W/O HEAD, ENGINEER OF RECORq (EO.R.} FOR THE PROJECT AND WHO WILL BE RESPONSIIOE FOR THE am WITH WING NUTS PROPER USE OF THE P.E:D. EA`ONEEi OF RECORD: ACTING AS A DELEGATED EWIWER TO THE. PE,D. ENGINEER, SHALL SUBMIT TO INS LATTER THE SM SPECM DRAWINGS FOR REVIEW. A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAYERS, STUCCO OR WOW BOARDS 9E FOUND ON THE EXISTING WAD: OR FLOOR. ANCHORS SHAD,. BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. (a) THIS P.E.O, HWA SBEAN THE WE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL AWMORAOE SHALL BE AS MENTIONED IN Ai) AND IN A.2), ENGINEER of RECORD THAT PREPAID It. (8) iODOSfiNG CONCRETE BLOCK WN L AMU C- 14. SHUTTER MANUFACTURER'S LABEL SHALL B LOCATED ON A READILY VISIBLE LOCATION AT SROOM - 1I4•. Y TAPCON ANCHORS AS MANFALCtllREO BY L T. W. BUILDS%, INC. PANEL SHUTTER IN ACCORDANCE WrrK SECTION 1709.91 OF FLORIDA BUILDING COOS ONE LAHR SHALL SS PLACED FOR EVERY OPERIG. LABELING TO COMPLY WITH SECTION 1709.9.3 OF THE - lIb` f x 7je` CALK -IN ANCHORS. AS MANUFACTURED BY DEwALLT, INC, FLORIDA BUILDING CODE. - 1/4-e X 3/4' SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW BOLT & SPECIALTY CO. iIA-10 PMIELMATE FEN" O AND PAWIAMTE PLUS ANCHORS AS MANUFACTURED BY ELCO WNSTI2UCTON P Hflist - 1/4' r ZAMAC ANCHORS,. AS MANUFACTURED BY DEWALT HNC, ,��� A V&, .I4A04 8•,) MMMIU M EMBEDMENT OF TANC HORS, CHORS, ELCO PANUMATES MO. YAMAC NAUN ANCHOR, INTO THE '��EN V`•. 4 BOCK UNIT SHALL K 1 1/4- C , - FLORIDA BUILDING CODE n High Velocity Hucone 3 I,1n 0.2) CAX-IN & SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONCRETE BLOCK UNIT NO E '8h'044 7 g exam nle00, Ile. 24 GAAki DAL.YANLiEO STEEL STORM PANELBRAWN STUCCO SILL BE PERMRTEO. 1/4• 0-20 SCREWS USED SHALL BE I I/2' LONG EONIMUM SHIOUID EXIST./► AND I'. MINIMUM FOR WAILS WON NO STUCCO. STATE •�"- N 1L EC O.Bac. C LOR& c'� PRODUCTS, LLC, wMTAFT �.t Ay ���rf' Cam 6W. 61 I,n1Et 6.3) MN CASE THAT PRECAST STONE- OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOU�01F•' GORI 7 ''''�� �u Mr .. aw x1.Yaoels. n mIr a AL R. 33314 IMSTTNG WALL. ANCHORS SNA1 BE LONG. ENOUGH TO REACH THE MART STRUCTURE MIOMM SCk.}I P s •• .. •' �'t ( ,,,... PeN nl_,ar ...,, , aeN a+,-un PHONE: (W)Me 7545, TAX, (U4M01 20-1' ' MCHORAGE SHALL BE AS MENTIONED IN ILI) AND N B.2). ASjONAL A'nMMMHIII Ct-mW ar W4r f,a4•wOMAN \\ PL SfJ1.1'Id6\111flEfIMtE DIATOM A TALI dN. FF W ,T- • wm i I - i1DR0A 11e. A 449a7 4 i� INSTALLAT19N INTO POURED pDNCREM BLOCU067M POUREDCKK'O RETE DETAILS F_Q8 REGULAR PAS• CONCRETE OR CONCRETE BLOCK "- 'itCONCREETEG PO�CONCRETE BLOCK L W STRUCTURES CONCRETE ANCHORS_ 9 REQuNk Q, REOIRRED. CONCRETE ANCHORS (RED SEE THROUGH 10) ,� y-.-t ;A.) (tffhTB GHQ fo) '� ii� CONCRETE EXISTING OR • ( •✓ I 'CONCRETE BC r,,,, (!'� V4Y-MI' MOUV ED. '\,iJJ 1/2- 1/4» 2" t/,.» �. e,d GMi+•u4,60N e MAIL,._...) CONCRETE ANCIOft / (SEE SCHEDULE ON 'I SHEERS 9 iMRpUfN1 SO 1 i 1 #���. I 1% Ia�is'ir. N i I I TO GLASS. - - 1 OKE MR MA B iW p m Gu155. 7 4NEFOR mw 'p O�R_a-6y EXrSI#H (SEE satEODLE .r. LF7AtM ILSK r-a^. ^ „L. (SEE SCHEDULE ._.€.... _._ ..term+ ON SHEET 3) I BASS ON SHEET 3) - (SEE SCHEDULE 1 j ` tlMpt. SFPARATOFL Y' max. 1 CONCRETE ANCHORS L----- .-"' ---='4A='.� I { ON SHEET 3) µT„"_-. - I 9 1 B_-_-`E-- �%._- - .-t.m PANEL lENOH 1 70 SIAa5. PANEL LENGTH ( �,tME ""1 (SEE scHEOAE (SEE Sp#dAE E (SEE SA3IEDULi ON ON. ET 3) ON SHEET 3) ON SHEET 3) SHEETS B THROU01i , t t N 1 � lE I N OF M iX. 1 56X , 4•a<2Ea•1W } w eel/4: O:F. OF Y• MAX I ! t A is t 9 I E E t I I, P 1nED ) KFI 1/2.OLD. 1 �; I 1 I��: ; 41mucmEx TEK NOT WARNER HAD, - cc 'EO---EO` ,/a•-'m,i• £& A!S W/ NOT CONCRETE BLOCK t REWIR€A j " ' CONCRETE ANCHORS_-__,. J 1 I a (SEE SCHEME ON - ,r Rc iDRNiTE TWE LI a 1!Y O.C. T' NOR, i gem 9 rwouGH 10) W! ONLY WHEN SOUR SETA CALK -RI ANCHORS LEG ON !"- AIE USED A Wf WHEN L-OH ALTERf4ATE CONCRETE f INC POUREED CONCRETE ANCHORS .CONCRETE SMOCK REQUIRED. CONCRETE ANCHORS STA06i O W/ STI I ARE USED.REGUIRM. (SEE SCHEDULE ON SHEETS 9 THROUGH /0) (SEE SCHEDULE ON STREETS 9 THROUGH TO) �ILQ-SIISEL t SCALE 3/8.1' t WAmg SCALE 3/8-t- WALLMo ECT MOM SCALE 3/8.T' `""1R A. aAO CE1F,T FLORIDA BUILDING Velocity Hu LLt s CODE Nan HI h no Zone E.D. :EDGE DISTANCE NOTE FOR COMBINATION OF SECTIOFNS: • 44167 1 ? y � - : 7k , �; • STATE OF °'°S0 "'� re 24 GAGE GALVANIZED STEEL STORM PANEL �1 L E L PREHECTttIH PRODUCTS, WC. OAMer Or.. DRAWN a TIRE ( SEE SCHEDULE ON SHEETS 9 & 10) FOP & BOTTOM MOUNTINGS CAN BE IN ANY WAY TO SNIT ANY O •. y�cC �ORLOP,�• tiii8 i EN6 - 4em SWt n STREET - ...lid fYraN, A 3MIr 2;a-175 ICOMBINED NSTALLATION, gA/A f� •'-"• MF1C' (sss)Ma-aYeT ,A'ie ..'.: peM 4n+m, PIVOTS; 4•er ,Ww..w .asp o.F Nu, rrs vae mm ORfWR/ Ke: NMFII TE NA4.TA7/µ�P£ �` MaE7 4 OF 1•. INSTALLAIMN DETAILS FOR REGULAR PANEL (,1) INTO WOOD / AiLTOWYE LEI; 4'x8' t7D57IO i `` !CJTM ECKG BEAM ACY OF IN OF OOD BEAMAIDEOTO UMED BY BEAM ER GGINEER R OR `! ARCHITECT PRIOR TO ARCHREC7 PRIOR TD SHUTTER � INSTALLATION. { 0 ANCHOR'S ALTERNATE WOW y L�UO i t' an ;»- ,. Wk 1ry�Y OR SEE SCHEDULE ON (SEE SCHEDULE ON O ! - SHEET ft) SHEET 11) 4•-200» sS: Ita W/ Nur WOOD ••floib SOLI wow A CHDSS 21 V I I v • a 1/0 11C, j ! Mln. t /�fJ 6HEET 115GW)DULE EPARATION It SCHEDULE t1451-mn• � I ' I LION. SHE!? 3) ,.N� ,.ALL. ri S' i E W, WARATION TO MASS, 1 ,/411-Ta1• 1' NAOc. i SCHEDUE ON SNEER 3) w, + / 1 r-S'U ta,_.__ .. pmRA PANEL LSOM (SEE SC4EDIRE 1 PANEL LENGTHn__. .�.._..-...__...�., _r. 11•E 1m NY:fl (SEE SCHEDULE EXIST JC[�i 1 Gbt Try ON SHE7:T 3) i DIM SHEET 3) (LASS t _- 1 1 4 ( I t OF `i- 1 1 I i � I j`.:''. v� O 12 T/2»LOLL.. ,�=•�-•q ^.� _1 E4 1/2- T 1 � NO FiNIsHk I 1 • 114Y-4o.T• wAa eaI lt6' WOW I ,, 2'x4' WOOD PI-ANWOOD i I- t CK REOwREO It£D�, 4 j ` �YoaD AtcI,IXtB REQOr OFe __- 1 I (SEE 5CIw0LLE ON "^:^-•-_-. ((SEEE� 'SC LLEE 3f4' s1EEr 11) 2t 21 Min...-..... 4 Ij ANOR MOUNTING BUILD -OUT MOUNTING ALTERNATIVE 3W ALTERNATIVE 4W SCALE 'J/B.T- Utun 1e SCALE 3/8.1- a cr NM FOR reM>LTTDN DF __CTTONsa � 44167 FLOR)DA BUILDING CODE on High Velocity Hu of Zone 1. INSTALLATION AREONLY VALID FOR MAX. A.S.D.. 4t4 ao n1Exo MG P.P. TOP M UNTWGS CAN BE & 1D MO P RATING D PAN - GTHS DESIGN PRESSURE TARN . AN EL LEN � r 24 GAGE GALV STtN61 P AIRED STEEL ANSI. (pp ) ../ COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES -ON SWEET 3 . $��� Guam Ft. O IN � INSTALLATION.: 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD s ��'..F[0.. •` _ m/gf/IiriO MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC �---=� ! I L E L PROT£LTiON PRODUCTS, LLC. oae DENSITY OF OM OR EQUAL ynY ��11dRi� '� � ST strYn & E1tlN4o r�AMr IAry11HitHMAN y -- --- tt t11. i Iw b, IMar YAMept A anaai4 2D-175 Pn.+W moca. Sae4)116r-76N6. pML (a64)rIP-fA7 A( Nls ,1rie air -Omi it • awlN ,Mi r INt OMAWO Na -P.E. STMl3!OMMUIE/OAtH NYLiRGA hU>f Jk, PE plfYt 7 M 1a CU CU C_ U) O� .1-.► U N ao O .� caa- U� co :t-- 0-0 (� U O •L It-^ = Q 2 cQ O Q -4 ..,._ 0 ICU > Cn CD fu 0 CU .� U VJ Q �yO cs ISM "CD 6JJ O u C_ O O V N m •T7 yC N C= C G6 cc o _ fR 'O N � N C L4 3= � O. Aad � t C 2f : ev cc3 O •O V Or i d c a 2 +� t= E O O d O.i >_ 0 CD W co Cu Cu O L_ CL CL U 'Z3 A0 C / mm L.J.d LU Q z z Q J SHEET NO. SH 13, 5 ,SAFETY A _E-Z HANG STORM PANEL M SYSTEMS ! 1 # '® OR BLOCK2' x s'a 103. 3105 M-14� ®& 3 400-11s ALLOY Cwrt. ALL. 5' W>y.'f REOLW= ,. CONCRETE INR. am OR rXwe Ct POURM ! # ,f4•f e t 3/4 TAPCN i rx4fAllowRBG nD 2 1/2- FILMSy � ORWDW F&DARFD t/UF N11AY7. AIle GAP ! L7If fxuEy'`'. 1 t 4'4 r i 3 4' .J {•. A 1 TfAN41E LWm iLOCATION 2 d 1 z.r,Dsa VARIES j a f z! rxs x oss M. Sit< 1. •S p ,Om" 3fa6-NISI SHEET PoLmmm CO fitE..COMGRETFi..__: 2• x 4` x..1 METAL AL1M. eE4NfPEA7E :6tpCk 0923,4 NYIODFMYIK 3t0a-H14 aR' �' _7 I 1 `�OAREO 2i2" " 4 "`1 1063-16 ALLOY '-.. a .. =•t € ! ,�K�� 14 aa;t. / AUMIL Alww e 12' im at0L A 63 ON too-T6 ALLOY 9/11CNMUT CaN. AMrn. ANGE CASE A (PLAN) CASE B (PLAN) CASE (C PLAN) CASE D (PLAN) SCALE 1/4--l` SCALE 1/4*a1• SCALE 1/4*.l" SCALE 1/4•-1` SGUO-W OR f.4K-6i on am PMIDJ IE ' jr. tt TOPGOT ,' AT A 0 AND OR TE PWS.M 1S7t PWNIEC ! ,4 '�:J lly tIR 2k4' 161100 Sm OF OPENING , Som" ON &BETS 9. r- (19N. PANEL - wo i9NNE ''AD „1 1 4 & : Fn" r&ax D AS APPLICABLE 19 k 11) BrMNO 5' MR. O�PE NLAP ING CONOM CONCRETE SEDD9Kp 1 *. taY>UON 2'A4' WOOD FRAME IVARIES1 ..8�ilNFro":NU:C« (NEVER cur rho M*Q- X. B.O. DISTANCE '.�•,'��.��•• 1 ` ! s ,`,•_.a CASE G (PALNT SOAVE 1/4--l- mom' �yi� NWI. a' u � jGEN ' ✓,i%�4 VINO FINE OIRECT MOUNT WAL ATION ONLY 3 SF • s y� . CERTIFIED PANEL INSTALLATION AT WALLS W/ No. 4416E s SURFACE LEVEL VARIATIONS WHOM 3/4" FLORIDA BUILDING CODE Hon HI h Valocify Nu no Zone CASE E (PLAN) CASE F (PLAN) mma amSA 24 GAGE GALVANIZED STEEL STORM PANEL F. o P A c SCALE 1/4•.t' SCALE 1/4'=1" fy - 72L9w 9r. tpRIO .��•. ,rrr,a,ur71]/93nMo 'AAA`s II. E C O 1F4c.. GLOBAL PROTECTIONU.C. RiiO� •JNNN! 11Y' i`�d.�''Bc� w.Ywe ,. Ir#a•N. Ma..iN.. 9r1 5 wwwY NWI6: C1s4lI-nti+A hPMSu3,c'sDr}NU6x�YC.-20-17 BRmm. I�... l9l.S7 P$ MAL&I J.PE 1 M-2 m" A eXa4T e a 16 (VAUD ONLY FOR PANEL 1DINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 Sc 7) }MIL AS.D-... DESIGN PRESSURE (P-0.0 MAXIMUM ANCHORS SPAOBNG MR E.D, - AS SHOWN ON SHEETS 6 & 7 APPNJTA{E 70 NM ANY OF THEM NMOMUM PAW UENM (f7•) TAPCd( IV SCREW PANEL.MTE FEMALE ID 'PAt1ELMNTE PL11B WXHM 13' 13` Ir 13" Ir lot (TOP) it 13" 13' ,3" 1W (BDDONO 6 1/2' 6 1/2' b f/r 6 Ilr 611r .(TOP) - - 81/4" 12 1/2' 01/4' (MOTE.•) 5-0` r r B" Ir (mP) LESS 3W (BOTTOM) 13, 13, 13' 13' tr (TOP) -45 OR LESS 13" Ir 13, 13, Ir W0011101110 Sr 1r Ir 13, 8 1/2' W (TOP) 13• tr 13• it w IW (BOTTOM) a 1/2' a 1/2" a: 1/2' 6 1/2' 5 1/2` - - 6 t/4' 12 1/2• 6 I/4' (BWit)- _>S''Or 14'-C 4 llr 4" a. 1/2• 6 1/2`... - (tt-) 4 1/2- 4 1/2' 7" 7` - . 3% (SCTTOW) 1O 1jr 9 7/2` 12• tY e 13* tr 13' 13, a 1j2" 4W 0& Wl) • SEE TABLE #1 FOR M(N4 A.S.D. DESIGN LOINS $ MAX. PANEL LENGTHS WHEN :SPACER@ IS USED, CORRESP(XVGNG WILY TO ALTERNATE 2W ON SHEEP 6 MAX. AS.D, DESIGN PREMGE iJ MKXLWUM ANCHORS SPACING. FOR ED. - AS SHIN ON SHEETS 8 & 7 APPLICABLE TO bANY OF rmu PARM LENGTH(pA, (N.) rAPWN. IAA SCREW PANELi4AE FEMALE rO PANELMATE PLUS WOOD WSHINIG I 13' 13, 13' 13" IBM 13• Ir Ir 13` a 1W (BOn010 6 Ilr 6 I/Y a,/2' 6 1/2' 6 I)w[a. ) - 8 1/4' 72 i/2' 8 1/4" .•) S'-0' IT OR 7 Ilr e w r - 101I) 13" 13, 13• 13, Ir ) +45. -45 47s 7s 13" Ir is, 13• Ir TOM) 13` tr 13 13" 10' is, it 13' 13" a I/4' TON) B I/2" 51/2- 6 t/r 6 1/2' 6tj2•j 61/4' 12 1/2" 8Ile. >5•-0' 4 ,/2" $' T t/2' 7 t/2" -• ) r-W5" 5 1/2`TOM): * SEE TABLE j i FOR MAX. A.S.D. DFa1GF4 Laws & MAX. Pmm LENGTHS "HEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALT-RNATE 2W ON SHEET 6 - - TABLE& a A.W. DESIGN LOAD f PANEL LENGrH 40 PSF OR LESS 6'-B" > 40 PSF TO 50 PSF W-2- > SD PSF TO 60 PSF W-10" A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE /ffAALE ID OR PANEL MATE PLUS may' ANCHORS & W/ VR*lt A 1/2" D.C. MMIMUM A.S.R. DESIGN EREMURE WING AND GO= NWNQ MAXIMUM ANCHOR SUCIN SCHEDULE (VAUO ONLY FOR PANELC1 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 JE 5) MAX. AS.D. DESIGN PRESSURE ROM M1X81UW ANCHORS SPWNG FOR MIN E.D. PER St2iED7R.E 991 AmPPLCABLE & w OF THEN MVOMUM tE1�XL.iH (K) Mm ASm DESON t (p At.) MA MBM ANCHORS SPACING GDR MN LP PER SCIODULE BELOW APPIOABLE WICTIO! L,,,,M PANEL. i>X�O�1H TAPCQN SOLID -SET FDA" 10 PARELMATE Puts F.AAIAC-�FYdGpt GLK-JN TAPCAII SOLID -SEE �� 2AWK.-ANEW GtX••M & fw � �I m mcom m CICNINNIX TO To iO 10 MOM To m to LESS Ir ,r 1r ,S" ,r tr 73- 13' it it 13• 1 $,�,T3' FAT LESS � + 6a, -95 - 13" Ir it 1r it 13• 1r Ir it Ir Ir ,t 1 1 5'-6'1 tX1 a9 Ir 1r Ir 13* Ir Ir 13" tr 13` tr 13" 1 (BOTTOM) tr Ir tr Ir Ir 13' tr 13' it it 13• it t/2 t (B071OW) 1r tr rw Ir 13• tr tr 13` 13' Ir it ,r 2 (TOP) 13" 13• it 1r 13` Ir Ir 13* Ir tr 13' t t/2 2 (TOP) tr : Ir 13, 13• 13`.. 13• 13, 13' td' Sr 13' 2 (8017DW) 13` : 1r it t3' 1}' ,r 13' it it Ir ,r It 112 2 1r #3' 13' 13" r3` 1r 13' 1r tr 13' i3' 3 (LOP) tr 13' 1r 13' 1r : tr 13". tr 13• 1r. If 1 / a ) 12 i 2 8 1 4 d 1 C / 2 1 #2 1 /2 - - 6 1 4" / 8 1 4 / 3 BDTfOM (BOTTOM) - - 12t /2 2 1 f2 a 4' 7 / S1 / 4" 21 /2 i t 2 /2 - - 8 1/C / 81 4' f 3(WOTTtA) 6' $" 8' 'B" 6` $" $ 8' 6" 8" 8" T fjr 4. CHOP} a" 5 1j2` $" $' B" 6 4j2". 6` 7 fjr. 8' b' a' S• 4 (t0:) Ir '. - 8" - IF - 6" _ 6" - 1. - (00fDN).. 8` - B" - w - 8` - a` - 8, - (BDITL110 1r 13" 13" 13' 13" 13' 43 1r t3" 13" T3" ,3' S (HX) 13" 1r 1r 13, tr fr tr it tr 13* 13• 1 to (TOP) ts" it 1 s t 3 1s" 1 S' tr 13'- 73' r r 13 (86TTOA0 13* Ir ir 13' ,3• s` it tr 13• sr 13 " 11 t/2' s Sr 13' 13' t3' t3" t3" 1: " 3 1r i3' 13' 3 13 * 8 (HOP) tr 13• 13` IF- 1r I t3' 18` Ir r3 i1126 - _ 8 1 4• a 1/C p t/4' 6 1/4• - - - -- 6 1/4' 61/4` 8 WIT. - - p 1f4. 8 1/C 6 1/4' 9 1/4' - -... - - 6 1/4" 6 1/4' 8 .•�•)' - Ir 1' tr ,0 , n - 1r T Ir 7" 7 11 : 5 t 2 / 1r '4 I i }8.-0' TO f4'-4' _ 13` $' tr 73" 1r $ I/2_. ....fir 7r 8 1/ 9 1/2' 6.1/ iS• 5 i/x' I {TOR} - T4 4'-a` - • t3 T t3 .. 13 . t3 9 t/2 13 9 1/2 14 1/2 7 t/2- 13 " 6' i (aorlDNf) " 13. 7 1 /2' I3 13 1 r tW IV It' e• is' .6 1/r 1 ( 137 3' ,r ID t Ir Y 13' T 7 1/2 5 1/2. Ir 4 1/2' 2 CROP) t3' B` tr 13` Ir 6 1/r 1r 6 1/r 9 1/2' 6 Ilr 13* 5 11r 2 (TOP) Ir T ,3• Ir 13' 9 1/2 #r 9 1/2 10 1/2 7 1/2 13' 8 1/2' 2.(801TGM) t3" 7 Ilr 13• 7T it IW 13" to" it* a" ,r 6 1/r 20Na11DM) - it 7' Ir 13` Ir 9112. 13" 9 1/2 10 1/2 7 1/2 13• 8 1/2' 3 (TOP) Ir 7 Ilr tr 1r ,r 10• 1r 16` It' A. tr 6 I/r 3 Crop) 12 t/r 12 llr a t/4• 8 1/C 12 I1Z 6. 1/4*. - - 6 1/4" 6 1/4' 3 OTmT - - 2 1/2-12 llr 6 t/4• 6 1/C 21 12 //1.. - - s I/C 6 i/C 3 (BOTTOM) T` }• 6" 5 t/2' r3 1/2' 6' 4' 4 #/2' 3' a 1/Y r 4 (TOP) 7 Ilr r 1# r 7' 4' r 4- 4 I/Y 3 1/r 6 1/2' r 4 (TOP) 5 1/2'. 7 t/9' (6071014 e' r r -a' 5 1/2' 7 I/Y - 4 (BOTTOM)' 13` T Ir 1S' Ir 9 1/2" f3' 9 1/2* 1* t/2 7 1/Y 6 (w) 13' a Ilr 13• ,r 13' }O' Tr 50' li" 8'. Ir 6 t/T 5.(t-1 is, r ., 13' IF 9 1/2" f3' 01Jr 0 fi 7 t/Y 13' 8 I/2' S (BorraM) 13" 8 1/2• Ir l3' it t0' tr 10` :. 11" 8' 13" 6 t1r 3 (8aY(a . 1r 8" t3' 7D t/2 13" T ,3' T 7 1/2' 8 t/r 13` 4 1/2" 4 (T X9 Ir p' 13' 13' 13' 8 t/2' !3' 81fr 9 1/2' 6 ,/Y yT 5 i/Y 6 (TOY) 6 1 4" 6 1/4". 5 1/4' - - ^.. 8 1/4" 8 1/4' 6 BOTH." _ - S 1 4' 6 11016 1. 4' e Ile - I sm s"m i1 FOR muca3 TYPE « SPRGN7a FOR wYALLAT10Y0 Nm Now fww BIM 4 Alicia O&ON7S AAA WNMUM On OWAKE ARE 97DCM W Till SCHICOLIJE, FOR: B.O. L16917997 NGICAT 9 ON.scHWAX 0MCE NOW SPAONC BY ,AN.rWL1N4. SPACING Wft ON SO"EONAE BY THE HX,Li>F9M6 FAciORB. FCN THB OPOW WN'TO m f gWtE. ROM SPACING OVWEO LB9jD MOTOR SMALL NCI' 9E LEAS TIWI M wm MACM 60"m FOR FAt3, A,Am" wilt Of IHA SONWIAF_ ANCHOR Tim I/40 1/41P 14♦ 1/41. 1/4F i/4Y Immor Nao•ait LaLtO-MAU!! CNN-« OWN Amopm 9 AIM 00 3 3 1 3 2 if2' 2 to Npfm ummose Ba.) 3 3 I/r Y 3 3 ,/r 3 ammom CO3 - am 04 11 3 ,/r 3 I/r 1 3 In 3 1/r 4 ACM -WK ONQI = FACM ALa6 5. O.fO Q76 - TAR - Ai] Im - 1-0a 1_W ** SPAg1�XT5 CNA.Y VALJD AMEN SPACER is USED. SEE 81 F!R MAX. A.S.D. DESIGN LAAisS &MAX, PANEL WHEN SPACER USED. . r Ott A A=. OEM LOAD PW&1 40 PSF OR LESS > 40 PSF 70 50 PSF 5'-2- >-50 PSF TO 60 PSF- 5'-101 A MAX. PANEL LENGTHS ARE OW VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS C4 W/ . SPACER AT 12 1/2` O.C. ..(SEE SECTIONS & ALTERMWNFS ON SHEETS 13. 14. 19 *16) t - r MAX R-SA/13, R-2A/13, R-3A/14, R-TB/13" R-20/13. 11-30/14, r MAX. R-2Aw/15. rp-R-18w/15, R-nw/,-% R-1/16. I. . O O O O O I i 1N"o-zo r S.S. Bats w� ;' L• I I (USE FOR PANEL. LENGTH # E F j wX 4,111'r OVER 7'-G")tTPN21. iEtG1HREGW Ail PN1EL Z a -a O +40.0 -40.6MD PANEL LE--------------- r-p' a +sau -54.0 7.:s.*- � A_7-.1 :i..�'.�„-_ __-� -_F I�.1 y I j (W/O oAEiCAP MID FYd67. LENGTH BDt A �! 4 l i i — C - �II-- + A i USE 2'-r MAN. PANEL UWW r�.. _ 1/4•-TOx1' i .,_..� _:__--_._(. _ ____ __-i---1. AT ALL MMMRNGS I�€ �� _._.. TSB lsW S __ k ' { { I '� '�.. i � j i1 i 1j2 s 1_ _ € I r._.v.-..1`-__ _i .� L-». Lam,..---...J_-__ _-_-•.•__" 6': y -T--- , 2 � rotas"s �f'sfuEi,'."". ji. Sq [ #v ' ( TON O LIFE SAFE14'"` _.,,, , 3 PAN0. BOTTOM CORNERS c N 3© �.M.. S i f 1 if3 T or , . WptC RANT AT > WWNG NtTf A7. LEFT PAt4E1- RIGHT PANEL 3• Lvatt t INWAU.ATXRNS ONLY VALD FOR WWO 1' WN R-1A/1' R-2A/13, R-3A/14, R-}B/13, R-20/13. 4-30/14, r MBt; SPEEQ UP TO 170 mp.h. R-fAW151 R-2AW/15, R-3AW/16. R-18W/15. R-29W/15, R-38W/16. ANCHORS (SEE SECTIONS « ALTERMTNES ON SHEETS 13, 14. 15 &IG) ' 1/0 LAX FOP LIFE SAFETY STORM PANEL ELEVATION (t) iw ' SCALE 1/4 1 STORMREGULAR 2.-I r 1 STOR REGULAR STORM PANEL (INK 61f>iWP .", W4XE VALNEO v STOia.i PAREL. ass -a ----'Sea I°_ _ _,._.__,- y/C {- ., , 1?1,1 ANAL GAP -:.. i LTC ,, •`'r9is LIFEWW PANEL :1t c FLORIDA BUILDING CODE Non. High Vowla"affy #FuF+iCorte Zone N+EMRIOR�•, 1QRID► : ' : New 7R,MW Nt 24 GAGE GALVANIZED STEEL STORM PANEL F.A. #fib C�4, a r..++.r..r.. - 6RaM aw / I1 L f E C O I C. GLOBAL PROTECTION PROGUm LL4'" 0T SECTION A -A W OMAA[. ti Saw 20-175 SC"1/4".1• / nr:pmg -pW ,r b,-rm nN.K: l9a4I6M-76+4 Fm 0LS4)m9-sm GY-dd1a710. aw Lr•r rsw awr - 1+4 9WN*Hm PL SFALjBfWNnR/WGE 3N936R A tNNA' fiP;F. - am a Of t6 MAXIMUM A-10, DESIGN PRESSURE RikTiNg (pAsf.) AND 998RESPONDING MAXIMUM AtIGHM SUCING (VAUD ONLY FOR PANEL(�1 INSTALLATIONS AS PER SECTIONS i THRU B, ON SHEETS 4 & 5) MAIL A.S.D. PRESSURE RATANcp-oir.) WAXBRAN 0010413 SPACING FOR 10 ED. PER SGIMILE BELOW IIIDESIGN APPLiGIBI,E 1WxILaW ANEL PLEtN" (�) MAX AS.G DCSIGN PlIESSURE (hTm AM%IMUM ANCORS SPA1gNO FOR. MMt ED. PER 9CNEOIAE BELOW APPt1CA&EPANELMUIE MA%eNll PANEL UENm TAPC'ON SOUR -TINT to PLUSZAMAC-NAIUN WX-Wt « TAPCON SOLD• -SET FEMALE III q� ziew-w" I C3AH-H A #, Too. m m. - m m m of THEY m m. m m MOM m oulaux m "as. -65 TO 475. -75 13' it• Sr 13' 1r tr t3" tr it 12' !r #0' I _) s-a" IE�Ds +75T,0-7a +11R 1196 tr 5' 7r t0 1n Ir 6 1/Y tr 6 1j2` 7 llr 5 1lr tS' 4. 1/2- 1 ) 5._8. OR LESS Ir it" it Ir I]' Ir 13• Ir 13' 12' 13` t0' 1 (WTiOM} t3' 6 1/r 13' it ,r Y t3" 9• la` 7 1/r Ir Ir i wixiM) ,3' it, it ,r t3' 1r }3' 13' 13' tY tr 70" 2 OOP) Ir 5` f3` 70 if2 tr 8 1/Y 1r r 8 /2` 7 1fr a 1/2` is 41 '2 /2 (») 13' t Y 13" 13' Tr # 1 i ta* 2 1 r T 13' it /3' 91" /2 1r 91 /a' p 'T1 i /2 - n" 13` 6.7 `2 _ /a (W6nDM) i 3 1t' IS" 13' S3' 13" 13` 1r ,Y / ' 2 I ' S m - a (RiA ) t3' r Y n` ,r 9IY / to f2 7, /2` 13' a' 3( (TOP) - - 12 r/2' 12 1/2 s 1/+' $ t/4' 2 TJ2 12 1/z - - 6 //4' 6 114" a (BOTTOMO - - 2 i i 2 /2 s I.4" !. 1 4. a / 2 Ilr / e 1 4* f. - - 1 4• 6 f 1 x' 6,. / 3 (Bs?Ttoet) 8" r a' r 61/2* 7". r W 4. ij2. 4 (FitP 7" 3• NS" 5Ij2' T 3 1/a' 8• +` 4 1/r r 6 1/r 2.ij2' [roP. a" - g" - - s" a" a• - $` .. 4 (BDTEOM)". 8" - 8 I/Y g;. _ 8"' .: '6 1/2• - T - (EGrT00 1r Yt" 13". iS' 1r 1r i3' 1r 1a' 12' t3` 14` CLOP). Ir 6 1/2" Ir Ir 'Ir- r it 9' fa' 7 1/r tr 6* 5 (TOP) S` IV , 9' t3' it t3" t ' S 1r 79' 13' t" 2 1 3 1 D ' 5 (60T1OM) Ir T 13` Ir Ir 9 1 2 /. I3 * 9 1 %2 to 1 " f2 7 1 Y /. 13" 6 * 5 t6anoM}. 1S• 1," . i3• I3` 1r Sr.. 1r tr ,3' ,2" tS" 10" 6 (LOP) 13' S' it a ,j2 13 61 /Y tr 6 Ff2' 1 ? /2• 5 1/2` #3 * 4'f 'a /2 (TOP) - _ 6'1/4" 6 d/C & 1/+° p 1/C. - - - - 6 1 4' a 1/4" 6 GNITT-) _ 6 tj47 a t/4* 6 t +" 9 1/4` 8 1 C e 1/4': - - 6 1lC fi 1 C 6 (BEM. ) 1r 7 t/2 tr 13` 1r 70` #S". t0' 11' 8' 13" 6 #j2 t TO W-W it r it a ijY 13' 8 S 7 7 2' S 1/2' t3` '41/r i ,(,._ ) >W-r TO 13' 7 1/r fr lr T3' 0 t/q Ir 10 t/2 11 1/2'' r tr T t 007'1010 Ir 6 1/2` it it it r lr r to' 7 1/2* Ir e 1 (9oTTaAO Ir 7 1/r 13• it 13` IC Ir t0' It- $' 13" 6 t/2' 2 (TOP) i3' 5' 13" - 10 1/2 tr 6 I1r 1r 5 1/2' 7 ,/r 5 7/r Ir 4'!/Y 2 {FOP} 13" 7 1/Y fr - IS- 10 tja: i3• f0 ,/2 it 1/2 8• 13- 7' 2 Wr M) IS' 7• 13, it Ir 9 t/r tr 0 1/2' 0 1/2" 7 1/2' Ir 6. 1/Y 2 (BOTTOM) Ir 7 11r 13, 13• Ir O I/2 t3' 10 1/2 It ,/2 a- tr T 3 (FIX') /3" r it it Ir_ 9 tfr ,r 9 t/a' 0 t/2 7 1/2` tr r :3 CEEB) 12 ,/2 2 t/2 0 1/4' 6 1/4' 2.1/2 d 1/4' - - a 1/C 6 Ile 3 (sarrBM) - - 2 I/2 ,2 1/ 6 1/4' '6 1/4' 2 ,/2 S 1/e - - 6 1/41 a 1/14* 3 (60T10M) 7 t/2. 3 1/r W V 7 tfr 4' 8' 4 1/2' 5" 3 1/2' T r 4 IMF) 7" r a' S 1/2' 7' 3 Ilr 6' 4' 4 I1r 3• 6 trx 2 1/r 4 No) $' 8' 8' B• B' 9" (B01iOM) 8` 6 ijY $' tY -fill - T - (BOti0L) Ir 7 Ij2' 13" ,r 13` 1O 1 : 13' 0 7/z i IJ Y /r 7^- (10P) t3 61/r,r #3•: 1r r k3" 97 1/2" fr1r 0 I 13• 10 1/2 1 in• C 13' 7' (BdTT6M} f3' T 13• kr tr 9 1/2 t3` 9 1 7 1/Y 1r 6' 5 (BOT OOp` 13' 7' 6 CHOP) 13" 5` 1r it 5 1/r Ir 6 1 S Ilr Ir 4 1/2' - 6 i 4° 6.1/4' 0 MOTT••) - - a t 4". 8 i/4` 6 t 4' a //4• -. - - 6 i +" 8 I/A- 6 !"). SEE BMW it MR AM%HgR3 TYPE « STALING FOR 0WALLOMON NIO woo mm BDMItRNi6. • W ML ANCHOR SPAMM NO MNMUP O'er NEE- AIEO ON THIS 9CHEIRIM TOR EA LFBA IMAM "MicAft0 ON SCME%U i AAC WR SPACING BT IAA ^111N0 WAGON SHOMN ON 9CIESAB by THE FOLIOIRNO FA01m me m 01mmiWM TO aE POSSIBLE. RmTCEO OWING CNIGNBLD ffiYLL MF BE LESS Itt#N WMU WC80 INCCOM FOR PAC" ANCHOR TYPE NOW TYPE 1/41. _1/0P 1 I/44 1 1/4*. 1 Ile. 1/4. 3.mN xN,mBtrAmu a- G7AM8-NYIN me" WWW ANCHOR STALING t1r.) 3 3 - 3 3 ! fn' 2 to tAup Am6E GU 3 3 1n' 3 wrAHamN - SOON k $ d t/r 3 !n' 3 ,n 3 ,/2• 4 Ana am OIBRW6E fA17TOR I 'Ir - 2 , o.NS - }• atN a76 - im - oa S 1 taG !40 - I'mI= I- SP00965 ONLY VA1.RJ 1WC(?, SPACER IS USED. SEE 1 FOR MAX. A.S.D. DESIGN LOADS & MAX PANE_ WEN SPACER o IS USED. 4i A 't ra" &I A A.&D. OEM LOADVAXIMUNI PANEL UENM 40 PSF OR LESS > 4D PSF TO 50 PSF 6'-2" > 50 PSF TO 60 PSF 5'-10" A WAX. PANEL. LENGTHS ARE Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2` O.C. N-1 V -..._.. 6,► m a a O A ! IL . L �TaL1.I .,9�•,. _ SFE smm 15 A IB .AHd10P6 M81NOR TYPE 4:SPACING FAR NSULIAIM)NB NO tAAIIGM FNDO PMME SUOMW MB$AUM ANCHdR AND MININ.M FDdE 1NSFAIM:E ONE R101O1no ON IUIB Mri6NRi. AtNCgR wM3N8 OA) 9 'NoMo tep2 iCw4ww- 00 3 FOR Ba. t758 1tMN7 MAO,.1L1E0 ON SF41MA AEG= ANCRON SPACING oGNNKNpA) 3 AWAL m0E OM06OE MEW FACTOR ar MULIWLY810 SPACING oN �A:t9D• LA.E aY TitE fOt10 BE F SM r FOR 1GIp5 oP,3MYWrN m >W FOYmNE: RECOM SPNRNB G6TANNED USING IA FACTOR SL NOT BE LSS ETHAN 2 tn, Get r am MR/BNAI SIAM N$AO"ED FOR EACN A c"m TYPE ON TNf4 SCPffOULG - 3 t - •L._.Il ,,LY N CU to U 2 CL O O N Q Cu -0 a- .� U Cn O O -2O a) C CU 0 O -p-, U— 1 }_ Q Co ;> C VJ ^' W L_ n l W L� — w Mi— A•�� I V ^a E Z N A N �% I 0 ! W W/"� c / C O ,• j � O C lO G.2 C14 4f .a LV W w�+ Occ CL E CD t Q C4Cu 3 ev L O Co t3 GO d C O N O.G C E w o G. C.3 t- 0 D ,INSTALLAIMN DE` !„ FOR LIFE SAFETY PANEL In INTO MQU STRUCTURES INTO POURED CONCREIE INTO 9912 STRUCfiURE5 OR �NCRETE BLOCK STRUCTURES 711 1. 1/40 TAPCOH. POURED 1/4.0 TAPCGN ANKIgR 0 O.C. OR ANCHOR O 9` 0 C E �ETE at NFMER W000 HEALER HEebflt EGFAER Df y CONCRETE CRETE D!1 MONCREtE etD7HEADER 2c 6iEo EO DOD 1 OWRW REQUIRED. REQUIRED. +( - W006 Hr/i6E7t t # 40 TAPCON 1 40 TAPLCON 1 4Y TIPCON 1 40 TAPCON D.G O 0' O.C. NOR O 0` O.C. O 9. O.C. i 48 lAl•fOFN i 4Y TAFCON W i +' � 1 a 9• o.G � L � o B• O.C. n 1 I/r t/P 1jz' 1/4' : n " (D t 1 „_/ q } ` _- _ D / 1 i "tom/ r I �J -LLJ g , 2 / I: � _� C_ i/x`. i 4' f`. 1/r 1/4• . 1/2" if4" 1/2` Ife cD.• i' 1 1 € i tA......._ 1/Y y/4" 1/2' 1/4• f��� / t L g M'aL 1 i 1 @ € I _ i , ) , , , ..,. I N Icu EX 6 ' - `�9wn1r 9 TO GLASS 1 4W R v..,.:...__.� Q I # # 4. owl" 9 1 t 1/4Y p ._ ,».„. ,+r rA p I 1 4v-.tat•: S.... At F ) _-_ apis4w 'x-_:__: -Ilk It (tt it 1 L:.A' 6a. e�6L1at�Y E N , ttMNll tleR Y•67 IXI5TIry6„O 1OD 8 I f a NG It f 1 i EXIStIg i I aY-tgnt a , cvs5 a _.......__I cuss " axWAa_ I East , ] _ _ I- ds xWnf # Goss B T- RaL 1�;.-• au cewAw ( �. Tax, a i 'L" B um ns`t 9 SAASS : `__t.„_. _._._ �.._ I a 1 Lawa.Omt r-67 >xt69 B ..,.y_ ._..:........._1 I PR..- ....,._ 'Nx - nva. fl 1 8 1 PANEL LENGTH Ir--'"-`7= = 6` PMHI. LENGTH R. f --1 7 6 1 "L' MAXMAtI W 1 11 i %" Max. v GLASS PANEL LENGTH PANEL Apm" it I v MAX y f• Mln. I ON SHEEP ]ELEVATION 8 # lox ON SMFET ISEE ELEVATION 2) n # L max, 1 6• (SEE ELVAi1Oy j , PAN/p. LiM7G71N S I ON SLEET t2)t2) R' 1 PANEL LENGTH W I • (SEE PANEL LENGTHCL a""SEPNMi , 8 fI PANEL LENGTH-`•' , ON SHEET t2) 2 �- 6 �c --- W4 SHEET i2J 9 10 «Ass. ' _ ° 7 8 - l SFE 13} R 1 1 N6R. , t 9E t'. , I i II IA R ., , C/) L/2 1 I 8 I 74P. I 8 TO GUESS L 13. 1- I 1 i TO GLASS. i ' I2 I t ' i R #- 1 f L a i ; R- TO CLASS, I ! i 8 I 8•--9FPARADON-- # � � rq`ukA55. ; 1 i t i f 8 a• # L M GdASS. 1. E* 6 1 i ! N t�(D C0051 ONCRETE�f7R EA34 J d f :t 1 a L/2 T t CONCRETEBLOCK j ' CONCRETE m6al i , i ; nC ; , 6a , �C.- L 7 - 1 p U•••••••,••,_••• yEawRFa # 2vYOG ` N 1 I _ A xNx lRrn. NA. t j RECARW. (Beta.) , : , P 7 L • 1t Vl' 6c 1 • W V7 am �t/2' q. ,t w ,: , L e0112a w Ga # 4 1 I O I .,. i[f .' t 1EE6 t€ WITNEW t i � as0#s,�oc. rX4• (i t t• r.4. WOO f I f/40 PNNELMA7E �' 1/4'e PANELMATE P.¢j)5: F NN - a ;,p^. s,. ,. i 4"6 TAPCdi ice. � 1 4"P T*wm # 4'6 TAPOON 2514" ti PLATE t a " PLATE AHe2LDR O 12 #J p�yO�._G ANCHOR (BL7OlO) a ? aNCCu HIXR a 9 o.G r E / # 40 rArcOH REDaRm REA AREo h _ 2' '��NEL - ANX3MOR a 9" O.C. -TIN 1 p{ �(#` { 1 *;: ? g € aTAOGERED w/ STUD : .y I gTANX."m W/.STUB t„ CHOR o 9" a,G PLATE PLATE d MOtK7R.. �D.9* ( °€ i') j # 4'p PAfVELNATE PLUS 1 I i/4"N PnPLELMA:E PLUS WALE Y()UAITlNOS r u7 WO06 9 � w6Do j i ON a 12 I1r 6.C. € d G a 1x 1/zr D.c. ^ 1 aSEE isTAUA' ileHst6M a i& nGft eLn69" ac` "' # "`E s/9-#' REduIRm s RELXRRr D v€ - ; t 1 r [ i V•/ WA" ANCHOR SPACINGS NA 10IM" WOE DISTANCE AM RaI = ON TM SCHECAE, FINK ED. I= THAN W MTM ON SMM" RMICA ANCHOR SPAONS By Cu MGATW,YnM SPACING S OW11 w SCHEDULE at THE C _WSHIPANE 76UDN41N6 FACTORS. FOR INS OP6MnON m BE Pa391BLL Ay..few Rmucm SPACING OBTAINED USING FA1TC, SHALL NOT BE 3 J •Ja �k ' - W LESS IW41 NWWA SPACING AOMITEO MR EACH ANCHOR "11114"UNI,MA, �AA1N #y� M tt.N•�N `,NIA G'NhAAa€,- IFE SAFETY PANEL TYPE oN ,Ills 5acanc YYq'�(�P a. rr([, � aim ifR3N.l,.AL:�7L•N sC�' `,•`T,'(A �/r'"'L. MANOR m[ f/4 i 1/4•P +�4?; • s/Ml' ��, IL TI SCALE 318-1 SCALE #fa.+• �7 GEN ✓'p� W UNUAL now w m Do 3 3 � : FLORIDA BUILDING COOS Non High Velocity Hu am Zone �; • GIEW '� FLORIDA BUILDING CODE Wan h Vel HMF teone Zone g 4416E FLORIDA BUILDING (ODE Nan High WMoc Hurt(cdm Zone $ 3 � INC. 24 GAGE GALVANIZED STEEL SIM PANEL 'pr s * % _ emx TILIM INC. 24 GAGE GALVANIZED STEEL STORM PANEL F.P. trrt • A911L mBE 9N79ENOt �) 3 3 = * • $•(pTE • * s Nm>o # rA%. 24 Cit•YAF62E0 STEEL STORM PANEL 'on % • 4* 167 INSTALLATION ARE ONLY VAUQ FOR MAX. AS.D, s STATE OP .: Z e�A,rAtw ox,nNa aartp.M ' 3,/ 1. INSTALLATION ARE ONLY VAUD FUR A.S.D.DESIGN s Q s [DR AL PROTECTION PRODUCTS. LLC, fAm "Jim 'Y DESIGN PRESSURE RATINGS (p.B.f) AND PANEL Q • A' 6Y/27/7r,36 PRESSURE RATINGS SHEET 12. PANEL LENGTHS AS * Aayl/mm - "z,�r' 'p[ORId IL ECO t16c. PROTECTION PRODUCTS, LLC. Doe PER ELEVATION ON SHEET 12 s�L'.• STATE IL ECO,11c. PROTECTION PRODUCTS, U . LENGTHS AS P€R ELEUATIOW ON SHEET 12 y .... BeB IL EC END. D�� n , - s,yF ^ ..:.:.. • wDe &AL 51 SIM. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD. p ". 4poG 9aT, at aRNm t� f ae A. r Z Het �/ TL « 2. F(tR NEW v)DQQ FRAME'CON57RUCTXNM:.'WOOQ. S/ F. 'ONALF• x. .L •n 3mA lNwx o�R,4A 2N.N 6xAG a33,4.. 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC G�,. F[pR10 ,: 'i.d+''taJ 4A AIw ,.raw xAa.A nO,o OANEaw 333t4 20-175 ONAL Y AS NNs e. e. m+PmA, w 20-175 3• osD t.6p LNYNV rw.n , nw-1 �-taR bt-IMY PLIW+F� (654NAP-73M. PNn t954)a8o-dtP7 / Al, w..., pa0 o..um . a. , OPr7 vF-m+ PHC+e imN)NW-law. PNE (954158a-am MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC NNNIno"NIA" ^ Aw. , PNO rm-mu . w : m-"�71 nmNG ha4�MF-t416: PAm f�NJWr-5»7 3 I _ oh-o45et#R 1 .. QEfDTIY OF 0;55 OR, EQUAL- a ..,04-90le„�. Wi6l' GN LG Aa DENSITY QF 0.56 OR EQUAL. .-rw "714w,. w w.� IRLwRW Na - PL TE WAIHR.A i'3elT NP.E. +� srI AA #,. NH 7 ., 46 '(•N.•• iVRE/NMi G/~L t9 n.ta'::. •. 3MR116#rM1 Pd. 1f NM.-000a7,9PIL I t 1 ,+. SHW is orto J :.Pt SEYjeOAItN17,/A4 _ A CAL. h.Ip L.N.. SHEET NO. SH 1.4 ANCHORS (SEE SECTION EZI A ALTERIKINE E21W ON SHEET 18) M4x. (SEE NOTE 2) ' �J...(�'�W4@ � (SEE Err . 2) # I jt4X1' S.M i/a' OOF (Ire ALUMINW PW RNET * LAST PANELQ TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PROVIDED W/ REAR HANDLE TO Ff4aUTATE INSTALLATION IF INTENDED ' TD BE INSr FROM INSIDE OF STRUCTURE. AT2 MEN! i I - ,py NOTES NdX T T-F-r'T"i OF V I (1). ..W L11F 'ccRL EL',�2666: E,-1 HANG STORM PANEL SYSTEM (END PANEL) (INTERIOR PANEL) {INTERIOR PANEL] (INTERIOR PANEL) (ENO PANEL} - CON I TWC OF PAt4EL + CDnt.TRACKS TOP A BOTTOM. SEE NOTES 2. 3, 4 ( I SEE N07ES 2, 3, 4 i (2). END PANELS SHALL ALW!#T.'S BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR E$% SHALT. BE PROVIDED AT TOP OF SUCH i PANEL LENGTH PANELS, 1 1 * 1 '* _ 1 * ax o +/- 4a.0 per. # (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION -.. _ r s 1 s - iii L _ .. 54ALL CONSIST OF 1/4-0-20x3/4 M.S. W/ 7/8"AX3/32- WING �. TD PAI LS W/ I/4P-20.1. S NUT OR i/4 tlif3/! Min. THUMBSCREW INTO TAPPED BOTTOM 5:5. aOUS W/ 0' FJL OV4ttAP : TRACK, LOCATION OF FASTENERS MAY BE AT ETHER Of TWO 1R. I ILE4LSECTIONS AS �j � EXTERIOR FLAT FLANGES OF END PANEL. I i 6F (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM - - - MAX. k TRACK (Le. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO ill( PANELS SWILL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3j ABOVE. IN SUCH EASE, CONNECTION OF JJ_Lu�JJ_LLJJILLJJ_L J1LLJ LJ1 iLLJJ_LLJJ1 •LJJ_L1JJ_ Pu4Et5 TO BOTTOM TRRACK MAr OCCUR As ANY PANEL LOCATION. . 13' Mot SEE NOTE 4- . I • } J•.� '.i 1' LM. i _i•"r1W 1 }.-SEE j I' Min. t' INSTALLATIONS ONLY VALID MR WIND 3 ANCHORS ioDtE 7 3 SPEED UP TO 170 m.p.h.. -`-(SEE SECTOR E21 A ALTERNATIVE i21W AN 94M Iay:.'-'.'-`_. - EZ1/1 B, EZtW/18 ,} TYPICAL ELU91ON FOR SERIES 2000 w. ( ! SCALE, 3/32"=1" 2-B87 �� 1/4" M411L GAP � 1/4• � _ 4I. VM. CAP -" SECTION 21, A:A N+4•NA�a n J!14;7 I V� ........ P {I�Ys FLORIDA BUILDING CODE Non M h Velocity Ku Gone Zone) 'x rarm rc. 24 M OALVAHM STEEL STORM PANEL V.P.` o. 44167 3 Mewl W. 01; ILrECOLac. At. PROTECTION PRODUCTS, LLC. STATED 4600 &A 41 snw ��'• `a FtIQ� ' a'. - rllL ala. w iw wa wuw Ponta, n mla. 401L P. =4 za-1 i5 4p fiF MAME: TAX s ,... •' C,y 1aa4 • GYEW`m�+mE . mi , IWPPT •f1-UDr (W)M-74Gs, (Yba)MIS-IMP fr .-,>✓: edw.w..,,. �.. mor w. morlr w DOWN P. y+f4j KIN Ti M1NLI �' w+d.I »ti7. 14 I97 ENGINEERING 11110WENGINEERING _:.+ Page 2of2 An American Shutters and Glass -24gaGalvanized Steel Storm Panels ENGINEERING EXPREB-0 PRODUCT EVALUATION REIFOORT No 33% increaseln, allowable stress has been used in the design ofthis product. Separation from glazing is not required for Installations outside of wind zone 4 and essential facilities. $Wernher 15, 2020 Impact Resistance., 'Application Number, 17 91 _R2 EX Project Num4ar, 2031643 Large Impact Resistance has been demonstrated as evidenced in previously Asted test repon(a), and is accounted far In the engineering design of this product. Product Mie ufeclurer, All American Shutters and Glass Manufacturer Addreew 1540 Donna Road 141nd'Load Resistance West Palen Beach, FL 33409 This product has been designed to resist wlntl loads as indicated in the am schedule(s) on the respective Product Evaluation Document (i.e. engineering drawing). Product Now & Description: 24ga Galvanized Steel Storm Panels Large Missile impact Resistant Installation Tits product shall be Installed in strict compliance with Its respective Product Evaluation Document p.e. drawing), along with all components noted therein. Scope of Evaluation; Product mliorlents shall be of the material specified In that prodLN3s respective Product Evaluation This Product Evaluation Report is being Issued in accordance with fhe requirements of the Florida Document (i.e. engineering drawing). Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61020-3.005, F,A-C., for statewide acceptance per Method 1(d). The product rioted above has been Limitations & Conditions of Use: tested andlor evaluated as surrimadead herein to show compliance with the Florida Building Code Seventh Edition (2020) antl Is, for the purpose intended, at least equivalent to that required by the Code. Use of this product shall be in strict accordance with the respective Product Evaluation Document (fe. Re-evalustlon of this product shall be required following pertinent Florida Building Code modifications or srginefering drawing) as noted herein, revisions. All supporting host suucturea shall be designed to resist a0 su tl toads and shall be of a material filed In this product 'a respective anchor se hadule, Host st Ualre ap-M-14ns which are not accounted for Substantiating Data: In this products respective anchor schedule shall be designed for on a sile-spedfic basis by a registered professional engineer. PRODUCT EVALUATION DOCUMENTS All Components which are permanently installed shell be protected against. Corrosion, contamination, and EX drawing #20.31543 MW 124ga Galvanized Sleet Storm Panels (HVHZ & Non<HVHZ)",sheets 1-6, other such damage at all times. Prepared by Engineering Express, signed & sealed by Frank Sennardo. P.E. is an integral part of this This product has been designed for use within and outside the High Velocity Hurricane Zoo (HVHZ). Evaluation Report . TEST REPORTS Respectfully, Uniform static structural parformance has been tested In accordance with TAB 202 test standards per test report(s) 9BT.ASG-17-00 by Blaakwater Testing, INC. - Large missile Impact resistance and cycle leading performance has been tested in accordance with TAS 201 and TAS 203 test standards per tact report(s) IST-AS13-17-001 by Blackwater Testing, Inc. •STRUCTURALENGINEEPoNGCALCULATIONB Structural engineering calculatiolrs have been prepared which evaluate the product based on N- ru Ttpa . 4: r comperatve andlor rational analysis to qualify the Mki%fing design criteria: ,' 1. Maximum Allowable Spans 2. Minimum Allowable spans Frank aeowdo, PE 3. Minimum G1ass Separation ENGINEERING EXPRESS'a 4. Anchor Spacing #PEOD46549 I CetL Auth, 9985 160 SW 12­ AveNut SUITE 106, DEERFIELD BEACH, FLORIDA 33442 160 SW 1210 AveNUE SUITE 106, DEEariei.o BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 (954) 354-0660 1(866) 396-9999 TEAM@ ENSINEERINGEXPRESS. COM TEAM CENGINEERINGEXPRESS.COM ENGINEERING EXPRESS.COM ENGINEERINGEXPRESS_COM d�Gi� 4nf,A,Y I�R: •H-rlHrl! cOti� vi+ lvoc o- sec NYl T±c ,� + .fl 1 Rn.IJ• l.na ,trF nx.nx CiEr.eai' wA*•41tld „ �,i. itl§ C4 [IT: UF r -mr rn la as L�- L rr P.+x nn i.;- wia: rL-mt" a car ti .,r,.cy <w4.tt:u< Y 4 rcrra �' - - 7.• N J Till ..J {� t 1 4 ` a INi: L _L i atx aN-i[ L,-r NNrr W rH NN w (I ('r YIILN#, U K�S JH � 6 - 9p¢r7 T 14 TVTAF:V rI Q if i T W :w • 7 m. V �i aP , - N rii-rJT T 3i55.AP C�,j'a t x r: ttr gg T q 0 -1� z ADP T:.:i rh i 9 i7LT, i h A m L'w -I.-:r:-,-.RJr ituxuA•F.-<or.,.. =�+� :x �p. N CYl - 4r _ t11 al4h ;i 1 x 1- ..D:C. .D06`': 41 H fi m ij g w 1„ Li-ptLaTc BU1LDDUT. r,. 8 4 .., NUUNRNG.EXrRU5iCH3 a M. .Irian, E➢:f9 .Y rvnF +a. Yd S F J 3 9r.3.,. A Nil. ,t ♦4wR-iJ4: .,r�.FA.r. D-.+ III rniO" 9131 a"IL'�: COLING r140RNOUM SCLT[DN �' R�`I' 7 N It H- ..: �. YIC of tlI :ULL tt,"J* i-1 ACC ardV4, rA@'tl u•I V{�.eJ (F}.IRiRI1rM 11.MrxRiI.WLUmx I aI1M� %r. - tFt +3 _•81'1 5 z}py��� `nW�$$ w'- R, N 'rtl I t 1 S x 'M INS !£ - 4J.4LL MDUNTSCTION HPI'IJP Fair a^�' frF O h. 4S.-IM'ia `.D9 bR 'TSIP,ry ITT- PQ yeti { _ k LF HW I vtli M � +•' } '. ...St_lJ: -Mid.- �h"�:.-�3k" iC'.:rrllr'!lP: tl.v.. _ P.. L. : �• : _I W FV a -sas�i7P.i1cRPE - �k 2E 3 +a fit P (A r ifirEtEt i - :t cl A 'Q. 1 l rim I'',, vrlN'n sJr.'Ir IIn3E©4 t:t ur 14V» xTNusLfxa .'r N O,a t4 nil_ lT, 444 u r v.T ro I "ItsA . 11. i ,1.•?9 r, ,.. -!.' I howr■` q A"I,l Pk. Lail Zg y� '�IS IL6'M I cram f. IL+`. - aL':a,H i + .nod... H �J•vK R L hfN I 1' x- E 'U I•C' 17 $3p3p' D s r.: rI �L ���•4T *¢ gg cap TL.0 ,,3•rc-t UL.E rl L • lkkkk gg -_F wi NR 4 I.T3 fFC N+: :: tr I x, k-V.': A c T H®rRenrwNfswRRJRHte JiR' 3 EF_ T I P .HlR xY-t A i 20-31C w'l:3. -L'i I A'. -N•.3 M1FF',- ,�f. ri'.f( .J-Y MI'V^ fR.i-Tr=Jup . .� I I!' E gyro f R'FIhN tV ti 9 VN �.-OPIMNAL TO➢/OaTTOM CLOSU(E CETASL l:#F {rEG. r11r � Y'A.. ) IKEP[,RYJFLL- ` IffiJr S iyV:. sPP :-Y .:1M11E f'\'T IRn[xjlllRftl. M611111!4rC TUN.f: IrI IAI!lllkrnlxlNl %'4'rN)N - 4"A TAPCON K OLD" ANCHOR 0 /2' O.C. �. ' ' i/411 TAPCON I"� 14x1' FEI HEAD TEK WOOD IffdWER 1 '"` 14Ai' HIN WAD TER ANCHOR 0 IY O.C. 5 a664• FROM 1V REWS(ED � � �L �0,,}/4' FROM , j t-U L w III ��v i E. 9 l qI 1I 9 / 2 �sOitTalw� LnJ » I mm MRA7ION B. .. -�•a/ It"SEPA ( /( pp gg ST9 _U 'TO CLASS. CLASS__ 11FF f ._ �...-_ IAR UM POP EXPSn TO G[ASS- l l �� . IINUN POP t RuaR eNO. - 6 I MAIL "�I RX I ( PANEL LENGTH C= k R� w PANEL LENGTH is C 1 I MK R m GtA55. f 1 R a-- PARR I TH4tM165CREW `sfir ® m rXAss: of t ( sole ( fix �/2 41 TAPCON ANCHOR a 12 O.C. [I 1/4b TMCOPt ,..„� POU<N'I3 L 1 U. 2'u4' WOOD ANCHOR 0 12' Q.'E OR ( CONCRETE am" REM(}gyp WALL 1iQU1�►TING RE(XIa(£O. 1/0UN7'[NG SECTidN iZi SCALE 3/8-1" At1ER41AT1�E Er4I SCALE 3/8-l' LA• Tit t ' y�i,ENNc' fS 1. INWALLAM N4 ARE ONLY VALID- FOR MAX. AS.D. DESIGN PRESSURE RATING +/- 40.0 p.e:f. AND 6'-0` MAX PANEL LENGTH. 1tL ..MIN. PANEL LENGTH SHALL BE 2'^6' r FLORIDA BUILDING CODE Non LfiLh VeLe Nurrtcaire s O, 4 s a+Nmi1R]cw, RC _ .#. *;: 24 GAGE GALVANIZED STEEL STORM PANELOWN STATE !ILO .0 PRODUCTS. % tale. GLOB& PROTECTION LLC. �F 4CCDR#i1T', �j� 4400 &V, 41 SOW rare) ro. A, 2. FOR NEW WOOD FRAME CDNSTRUC110N; WOOD MEMBERS TO BE SOUTHERN PINE No 2„ W/ SPECIFIC 1,�-i - p `hi•' •�•t� t� r.K.. A; DW1E, r/- SAi14 aGeei"En' s>pe#°' 4n-- "' o'Nwl€: (46.)be.•-»NL rAc Ie4aXWE-stP: 20-175 DENSITY OF 0.55 OR EQUAL, h/I(r)TNWPAUIR'."* a�a7lxs t N. iI ew`wa wxmtRaA•, ., P,E. i swo la Of 10 ALL AMERICAN SHUTTERS AND GLASS 4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)1 WIDTH UNLIMITED' (Pii T PANEL SPAN).. Top MOUNT (CONK LM*K (SPANABOVE 'OBSTRUCTION) WNQM (CQNN TY As: REQ'D> -OB,STRUCTIOPI: (LOCATION MAY VARY) TOP MOU NT (COMN Tj'PE AS REQ'D}' V �7YPE fly REq'R) (SPAN BEL014 J APSTRUC'oN) PANELS MAY 6ENtbTCHED AS REgUIf 40, OPISONALY' •2D STITCH PROVIDED THATCoNNCTIONS AND BOLTS WITH WASHEREO' ANCHORS A15115EO WHICH SAT Sy WINGNUTS FASTENED @ SPANS AaOV•E,OBSTIttiCT14N OVERLAPSCMIL$PAN (USE. APPROPRIATE:&PANTAOLE) VERTICAL MOUNT ELEVATION 2 NOTCHED) PANELS 1 N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATIONSCHEDULE: E 2 a cxaUGE PANELS MINIMUM STORM PANEL SEPARATION FROM GLASS WINDTONE4 & ESSENTIAL FACRm t1rVl(2, EM MAMMTMI iW51GN (ALLOWAaiE INSTALr'gT10N5 LFSS .INS7ALIATHINSGREAR FRE59URE 4SPAN(LBI. THAN 30ABOVGRADETHAN 3dABOVE GRACE I+SF I I "^� 33I?Ain. 5D4i+ Falb (n / 436,D in b LXi A 2,16 i!- ai 13D n 504 N7 afd5 130A N, 4O4 Tn ♦ 55 / i06.41n BAarn a3Sln: i -6D 1 ae ae9M as3n + .45 1 i,, SBA ks 6.31 In a,72U1 J 56A Ns 6: a N1 In 1 I.SD a as 1 X7 -Ain b.33 n1 2 .98 In MAXIMUM ALLOWABLE} DESIGN PRE5SURES AS NOTED IN DESIGN DESIGN NOTES: 9CH®ULES POSITIVE AND N GA71VE DESIGN PRESSURES CALCULATED FOR USE H`TISSYSTEM SHALL LEE DETERMINED PEIP,. SE T N iN NG iN'ACC RDA W TH T E GOVERr11CODEPRE5SURE TlIEO UfAEMENI A$ H DETERMINED FN ACCOI(Dk WI H E, H 7 AAL 1 CHAPTER 16Q9 OF TME8IDRIDA J3UILDfN6-CEOGDE SHALL BE LESS'TFYA,N PRE URE CARACSTY YAL B;LISTELAHE, IN FORANY ASSEMBLY A5 SHOWN. HAS BEEN USED IN THE ON MAXIMUM TESTED MRCHARGED AS RE D RA'T]ONS, ADDITIONS, OR 141B MAR%ING$ Tq THiB DDCUMBrJT _ MrTTEO AND DiVALIDATE THIS CERTIFICATION, L5 SHALL BE PERMAN EPITLY 1ABELEO'Wm1 A MINIMUM OF.Cl) LABEL d O:FEET, fCl{NNING THE FOLLOWINGSNFORMAiON lANEIt1CAN SHUTTERS ANO Gtr+SS EST PALM 6EACN. FL 5 y'01, TA5 202 e•7A503 ORIDA PRODUCT AA➢R AL NufiaER.. VISIT ECALWols1Fi43 . f-.1 rr, i do .a s r+rxur:•o-il {� t,p tlwiBffiLNEHiWGeRPRaieDOIN4TCRE FWtA WITIONALP9AN9, flET01[r9! NEgiyICER MINIMUM ALLOWABLE SPAN SCHEDULE UMMMMINUIMI t3ti �Fc�iFzR7F%4i�ai1fGA7mF E,t'. ��[�0 �IF.=alE�<•Li�i7Ei07Bi�7 "!. a..IlaEai "MEN"E7 "" 0T'i •' ......J' ..... .I aiiirr3k lAfcl11E39f10 )EilEi MCA" E�l1Y,1�+il�+�.�C�1 t.Yst.9. f �'.'ilfLCt�L �IGriQ^]�itD��•sYi�O�,re��®^�' ir..ra�..lu`'.i C:J• F:a', •" EIAiR71C'LiE3�lia�i1lF�ilk�i L�iF:� .. . .CA . Ea7IEAlfsaliiEl7E A71F:iSERN. .i�E+7�I�[r�i��.�E-:ii� I1�Sr �''.4.'� I�l' ..... .:�A.c.:a�'i'alll ' 4 ll !q. rUnH ANPL UArrYSHi1CIDa. Trfiw rPwxCFRUxiY IN TnPLE a'P5a„4.exC astir AOCEPT AW.E. .N4 ri iR.. S. 1 P is GRFR THA N0180 Pali 2 SESN+RA DN Or1 aLAR41 REW 8E0 WH@t AREI.IHNGM TEA Teat T R£soRA'1P,E MOUNTING carau+AnaN AAcvA. % G1 1 OfDR tLUIXtT MOIH:Is 1N ABOVE- WKW SIDE CLU5UR48 ARE NOT SIOC" t19VRR5`R€NU P4 ALLIO - TAB1E D 'MO Nn 1. O LW PER OVAIL'P USE »TTH PUIlDO1iT U CONO n Ns D sEPAPA PROFIO$ASS SG1AL Ntl rNE3XnNE T1oN 4. T T0801H Y. w11H OA YlLMWIr STr10H B6l.Ta ANO d80TH Yf1TH PAx¢ AHLE APF1.ILt Y ( I 2aR. PANELB. P lxr OR:6.Y5' a.c PASTENlpB +R H. Ran Y6' NG"N'MOU L P :CPnONAit UR =ft-%aaSURIS P&L. PAwLgs SPAN PD ONE{ r THE oP.. c PER GETAiL"R U51NGAf11'MD miwm. S1iQYXi 3NiNESE 9PAWLNbs. o3le+aN0 1. UImP%i ON 'GLASS SEPARATION NOTES: Q I. Eati ER SPAN SCHEDULE WrrH POSITIVE DESIGN LOAD TO OE WINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED, 2.: SCHEDULE IS ReQUOVED FOR USE WITH POSITIVE LOADS ONLY, 001TOM MOUNT INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER (Colin TW`E AS LIDAD. Rena) 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AHD OUTSIDE OF ESSENTIAL. FACILITIES IN WIND ZONES I THROUGH 3 T14E GLASS SEPARATION SCniEDLtHEID WINLE IS HOOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PRI3TECTEO GELLING IS REQUIRED. g 3 R I OPTIONAL INTERIOR FASTENING DETAIL ` N.T_6. fN"-20 X A" MACHINE 4Y,AEW SiUO W1 WASNa1Eb j Ij• wLNDNvrals5-o.c yy �-rj' (fyC�`OPa�lC-S�.1580TI0N M0uNi '1' Ya,1�DN TO AD1AEtA? PANEL f,1 OPTIONAL EGRESS PANEL DETAIL m INTERIOR FASTENING FRARXSENNAROO Ill f PEM•iG574 CAM �88' U1 a 3.» a hum g: m r1 4m2 t5. 4.. Ul _.3 mUl F© - a YAt„ i.lBO d 1 5L 1,540"H- �1.5A0" �5i0° 12.5W' PANEL COVERAGE 14 B75" PANEL LEN b.99999913" - Q.376'-i.��S5P b.19Q"mot LEG •�- DTRCL"rON i 1-'-3.QQD' .D'{3y2g APAMSED ,Gil, F"'ANw OLE-TfiACl( IENOFDI .. O,KRETE MAX. 1J ^'alms n- aVILD-OUT ' If P1ClIN1'l.ti P411 i11rINll r :"Y mA Iv DISTANCE MNX J1`.25^'Max: MIN, .CDR} l 1 ( N F r`T1. MT,F'• F �, ,4 D TRAP MOUHTC ORE' ETAIL iHF AIP ^• >i'' NTS, ANCHOR SPACING SCHEDULE': 44 GAUGE PANELS;:PANEL FASTENERS 0 1P 5" p-C. c M. - FEW • • ErfSi®I� M ffiffiffilMONRIFEN I®.. MEil7TMMM®�E� .. _ • i�E�Ef�E��I E MW • • EM ® MUMM UMM KUM no •.«vL.1RJ.f.TSJIEm iiAi.LIIAMM Im • • ®�IE�6!®fEt� N � /,/ Wool IMF N // /, M/ �i/ "IT, // ref/l, f'bY IN l P�I,ip ��•y� / FM%%i%////�E / f/i/./%/%. / / ED'Ii EM M an 0MffMKM1==ll1MWM m VM m- WM EM1E 'rr y �i �Ojll E� • mmE®llam� M : ' • ii:PJ.6d'OI�M•i'L4Sii1F� • ' lilG� m l . : E#�E[y��L1.4P�� 11 d 4 fn nrmt` +RA iEaiPro :sT 'PtZ. -, � .A F^R^nr 1. wm Ir-rnu NfNlx to a'ruw• Damn ,IT gg� N Lad o v 3. 4" lDGE f3TA � CE p N .i L 8 a rr n?i rr I MAX DESIGN ANCHOR reEssuei TYPEMP J:PAN nP-In.x'-IY WANT I(18'J1' MNIIP IU III' -Ill• CONNTl•PE Ci L2 f3 C4 CONN TIP! C] C2 C3 C4 rAIMN TYrE. {3 C2 © C4 1J4Px7'Q18r9 33 ll rv1:RrYi 41 46 5 d T2 12 5 b0 .0 1 16 1 % 0 12 5'S 60 lb. 0 75 12, 5' S 0 .7" 160" 4 6 1? 5 141T 16.0 e.3 12 5'" 15.01, 13.D • &1 12:5" iH D 14 fl' Hail" Y25' YB O' ESA 76 125' 1 0 6 147' 60 Y2.S" 1 0 14 60" 6 7 225" 125 I60 xEt-D 3H0 14:7 89 BD 125" 1Z.V 160 16D 1 7" ED 4 141" 60 12 S''- 12V 3 D 147 b0^. fi IHD 147 ..D" x1n a 1:' [MDFD 3 tP2' 3 WOODSCRET7 41 52 sz 12 5 600.1 1 16',0 1i I' 6" 16 0 ix 1" 7.0^ 12 S" 16 0 10 B 6:2", 125' 360' k1 1 ai 1ZS'160 97 S6 1 7 12 S 12.5 ifib 1Z0 ]6.0'H" 16,0' 3;6 70 4.6' 1 :5" 2. .. 12 5" 1 60 16.0 4 0' 9.6" -56 B H" S H" 9,6"' 56' 1 25' 12.5' Sa P' Sfi 9.6" 5 ' b ,6' IH D 9,8" $.4" ifi b" B.b' "Il 1/4 P I-. 4° M HCD 3I 11i60" FRS•. , TAP ORW'C 41. 4B 5Z- 12F16.0 ' 25'16 0 11,5". 12,5 16Q SU 2" 3 Z 1 5 L 6b 9.2r1 12 5 14 ' 4 AL4 I .5'- 2. 14 b 91'. Y2 5 6II 'Y2.5' 3 Yfi0 50;5' 1215" Z 16.0 D 1u' x P EMBED 3 / .+! All P IINI. MRA ;ti 1. f ti ', a WOO SU RIC 46 WOOD sN Lr1Re1W 72 L S 2 16U" E� b 7 12 'S' S 5' 6 S 4' '12 3' 3H a' i:D 4. 9 12:5' z 2 S 4.B" 41" s.zs " 125 154" 59 SO' s, TS" 1 r 47" 40' 1 a 4.7' O" S2 47 4 5 2 1? 3' -0,7 ' ' 4 .II' e'.. .25 12 3 .,- a 9.7 a D 625 ., 12 3 4 7 4.0 �n Y �f� l w ' S � I�m { IJ- N I' ttE w a� 4- Nil pp Ili riw O 111 m� ui G;J i� 4 a1 d N ANCHOR NOTES: fl) e 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN BUT ONLY PROVIDES MAXiMUM ALLOWABLEANCHORSPACING. MAXIMUM_ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. - Z. ENTERANOIfB( SCHEDULE B,ASEf)f3N PANEL FASTENER $PAGING, THEE#STING STRUG711RE C.,i' MATERtAL,.a:ANCHDR T'PE. SELECT DESIGN LOAD GREATHL THAN (DR EQUAL TO NEGATIVE DESIGN 'a LOAD ON SHUTTER AND SELECTSPAN GREATER THAN; pi4 EQUAL TO. SHUTTER SPAN;SELECT W CONNECTION TYPE BASED ON ApPIibP TE MOUNTINGCU'IOI724N ( SEE MOUNTING DETAILS ON SHEET 2 FOR IDENRFICATION OF OONNEOTION TYPE] �. Q VERIFYTHAT FASTENERS AR I TOAD WOOD FRAMING MEMBERS, O--WCOO, FASTENING E N . ATE W M NOT PLY FAS Ca ° TO PLYWOOD IS ACCEPTABLE ONLY POR�STDECLOSU RE PIECES, SD, WHERE ANCHORSFASTEN TO NARROW FACE OFSTUDF FRAMING, PASTE. RSHALL BEL.. LOCATED IN RA r NE OCA 'OE ER.OF NOMINAL 2'. 4" N. WOOD STUD Y, EDGE DISTANCE IS ACCEPTABLE ABLE FOR WOOD .. E 1T' NT iF (NIN.) ,4 EDG FRAMWG}, WOOD STUD SHALL BE `SOUTHERN PIKE°G=O,SS O0. GREATER DENSITY, LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX -HEAD rI 11, REMOVABLE ANCHORS ARE. DEWALT PANELMATE ALL-POINTSSOLD-SEr a BRASS BUSHING. F 12. MACHINE RE SHALL HAVE -?MINIMUM EN:G EMEUt OF THREADS INTO THE BASE SCREM iJ7. ANCHOR AND MAY HAVE EITHERA PAN HER➢, TRUSS HEAII, OR WAFER KEAC (SIDEWAL%BOLT) U.N O. 13, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO DROTHER WAILFINISHES, PE 20-31543 14 M DESIGNATES ANCHOR CC1NDI1IONSWHICH ARE NOT ACCEPTABLE US ES. - 15. * DIRECT MOUNTING CONDITIONS- tASR. 'x. 16 LINEAR INTERPOLATION 15 NOT PERMITTED'FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET, s N N CD C6 U L N O� 0 ca -a n- O O O Q O ^^++ W 0- U_ O .� w 2, c J < Z Z W J �V _ flu _O .� W C- o Tz 10 V N a m aK c � a Cc o _ � c m m d � O CU V, � C 3 cc 3 L 2 w a�i C p d N Q-0 += E C5 1Z W A_ w Cn n, (D nW' W U) tO i CDL _i C Cl) W LU Z Q z Z J fl SHEET NO. SH 1,5