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HomeMy WebLinkAbout6523 Bar S Bar TrlT ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or RA Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAO or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orAH.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT orALT. Altemate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Fool/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shall BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS orSPECS. Specifications CLG or Clg. Ceding HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KMIALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or ON. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tubtshower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owners Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ orw/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit Ht Plate Height WM or W.M. Wall Mounted (plumbing facture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME -WALK REVISIONS 12-27-17 3.0 2017 FBC UPDATES 105-20-19 3. 1 ELEV. Al -REVISED BANDS BACK TO ORIGINAL DESIGN 08-27-19 3.2 ENG. REVIEW FOR 150-C MPH 09-20-19 3.3 ADD 8'-8" ELEV. FOR TREVESTA 05-14-20 3.4 ELEV. B REV. ENTRY PER M.K. 12-15-20 3.5 OVERHANG OVER SGD REV. TO 3' 12-19-20 4.0 FBC 2020 CODE UPDATE 11-29-21 5.0 ADDED ELEV KLM PER C.M. Im E ISI ISI **1% 1748M 1551 Al B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET do 1 FLOOR PLAN 2 INTERIOR ELEVATIONS "r 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN n 5 ROOF PLAN t� 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SIN STRUCTURAL NOTES SN1 DETAILS - — - S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N N No N o � o W N Cn � ►ca o+ b o N v► m o T C'Y f-- d o + Q u d a. t E a. i a.6`saidtdf �^° • ^Fr1c 0, To the best of the Engineer's knowledge, information and bellef, the structural plans end specifications contained within these drawings comply with the 2020 Rodde Building Code - Residential 7th Edition. Englieers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. t» - 0 y ,Gjj rCo ri �Np LL ds' -.1 " L. W LL LL a � j ai r 0 0 Z W �+ 0 W W tR2O- Z NZ IL L ZN 00 U W I:1 CD z z � z J .O c 8 in LLJ U A c Q N o w W Z (� E O oLL ao GG cc oo E RO J UO a Z N F <= wo polo z�y �i • rig N C a o oLL Z N J H 0 ZZ W 0 y o o < '� �~ NJ w Lin J � cLO o, B Q Imo- N � p M Cr 0 v J in LN ¢I �+ N 0 0) o C) LO INLO C') r W Z N ca z T V c c JOB NO: 22-06465 SCALE : AS NOTED SHEET NO. C S A H.B. ` ) S3 TYP @ 1 STORY O EGRESS 25-SH tAACPAD I '� O F BERGLASS� P S RROUND ' N IBERGLA 15'-8g" URROUN T-0" 10'-4" go 8 -51" ' in °D O 2 60'1 "' r T-0" CLG. SHOWER 20 B. �= w V A I in „ R o LINN Aa N w IE o rN BEDROOM 3 BEDROOM 2 16�DEEP 1 �i O N E R S N I 8-0 CLG. I 8-0 CLG. Nw 3 8'-2" I 4 RPET CARPETS' 8'-` 2'-4" 4'-2" 3�- M -gs" A ;n 91JITE '-0" CLG. lad I sssr ILA c 2668 2668 S3 00 S3 ARPET (3) 2x4 #2 SP to AHU , n' 1 V V .8'-0�I I. C C. I 4068 B.F. 4068 B.F. TYP 1 TYP @ 1 w/ DTT2Z N CLG_ w 1668 _ R&S = STORY - N STORY a ---- --3 �f ---- ----- f=nfl ----- ------ R&S u6� R&S r 6'-3� 0�� 4'-0" -_-f_- - - - 20E 8 HD AT 74" I S3 (3) 2x4 #2 SPF FO ER 'IT-4 I w/ DTT2Z TILE I I 9'-6" l.LG. I I N '-104" rn 8'-3" 1.Lo L. 6 -8„ 7'-1 p I 3068 N m I K o 000 I S3 L�_��`�+� LID CAFE I I - t I I BUILDER TO PROVIDE - _ _ _: iv AT I O VAULT. CLG j j I Iw D W I j oo APPLIANCE - _ - - - - - -III - CARPET I ► `_ _ J 1 W H N PROTECTION WHEN S3 f D 4'-0" I I I o I I a I p I 2�_g� 0-3 REQUIRED PER FBC I I I I 24"x24" CMU -_� I S3 I NTRY COLUMN w/ BASE ) #5 2:12 SLOPE ---� I '; � I o I I 3 I I VERTICALS n I SIMPSON HUC410 W/ (18) 1 I GROUT SOLI o CEILING I I I I t I o Z I t T R I LE 0 i co t f I 8 -0 CLG. I I 1!4 x 2 3/4' TITENS & (10) I I (2) 2 x12 SYP. W/ (SEE ELEV. 1 10d NAILS (CONNECTION I I HEIGHT) 1 1/2' FLITCH TYP. 4x4 P.T. #2 S(P OR 1-4f I _ I U 1 FROM BEAM TO CMU I l TO r I I i @ ENTRY POST SIT I WALL) 1 I DIRECTLY I ^ 1 �J I K S3 1�/� I I I I CENTER W! I L- ; • • • • - 2' 6" 11 1 20'-78" I I SIMPSON A 44 I N I -� oc 1 k, I I 1 10 I C0 I I I o I I I 1 - - - CL IR =ulBEYOND EDGE OF SLAB 2" Q o WALL OPT. -1 6P 19 ; ; 50 A iv ivLu 16 DEEP f DRYER VENT THRU WALL 1 I I Oo j M ,/ I I 2 CAR GARAGE FAMILY R M H NS �NBO C " RCS iw 1 I to 8'-0"CLG. - 4'-8" 15'-8$" 20'-7$" I I I TYP O GARAGE j l I I OPENING CARPET 0 OP . D e K i� p o io co ? is I I I VERIFY LOCATION V-0„ L I - - - - - - - - - - - ELECTRICAL PANEL I o 286 CV 1111 (�) TYP'@ 1 STORY VERIFY METER LOCATION WITH BUILDER 15'-0" 1014 -10" L 2' HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71 /4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25J S.H. 13 20X38J 18JX371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 184X624 S.H. 16 20X72 18JX71} S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H, 11­13 271/4X38J 26x371 S.H. 1 H4 27 J X 501 26 x 50 S.N. 11­15 27JX63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37JX26 36JX251/2 S.H. 23 37 J X 38 J 36 } X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37 JX 63 36 JX 62 1/2 S.H. 26 37 J X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 J X 37 S. H. 34 54 X 50 1 52 J X 50 S.H. 35 54 X 63 52 } X 62 } S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FLOOR PLAN - ELEV-Bl_ SCALE: Y4'=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. Is 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. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 OE +26.6 / -29.1 �F +26.6 / -33.5 OG 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 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "B1" LIVING 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) LV N N 0- d "a � W L -ono -moo eC=v._.r-0G N 1c m d d r3 a. j L 0 i 'M`CJ Arl N cp < � `'rt dGFE�3i0� �> 'f3fllli911 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 beadng Engineers signature and seal. to Q $ $ 8 04 Vm �' a w _J tri �MCD a @ALL e d -�� a C1 0 Z Lcc � i E � 0 A G I O' W_ pj m 04 & IL MZ d r_ Z N U rU W 0 J N U) z o X � w 0 W L) O W g ur) C y U c LL ' r- E c < C11 co o W Z Cl) LL o. o z a E� FT q R� a So o z D E N OQ o wo &1 io ¢� mg O •-� rp N C o� F ZLL z Q W ~°o Z Z a1 W �LL TW z _ �X a 15 °tz cO O >Lo J L' ^J L , rn m c� �+. Q � H N_ J MO M O Y r ''^^ U) N M Ln ¢I C14 0) N O N LO LU Q l� r LO E IN z° `° Z E 1"' c a. U Q p JOB NO: 22-06465 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND 4 c� 4 tV 0 M OPT. REF. KITCHEN VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / cn MEDICINE CABINET 00 Ile 02 02 O N cV cM M cM Ile Ec 1 0 cn 4 fV Lj HOOD Lj M 0 RANGE 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER rt cV 120111110110 KITCHEN BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. oC — TOWEL BAR a ON BATHROOM WALL �- _ SHWR. o = VALVES W - 00 = CO SOAP r co CO -j U 60 o DISH 0 LOr 0 _ o d, co r cM M 0 TUB 4 Oc IL Li _0 __j OWNER'S BATHROOM INTERIOR ELEVATIONS SCALE: 1/2"=1'-0" 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12"FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS _ o COUNTER TOP 30 H BASE o _ CABINETS o 60 00 r U- rIN In a _ _� 2x T a FRAMING T - L ji CO N 1 /2" GYP cY' cy � cV 6? BOARD J FLR. r _ _ _ . FIN. FLR., BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILSI SCALE 1/2'=t'-0^ N N co N N N � 113:i o d 'v s co w ew m st o &A- a --.:H •N � m O/ .a jZj,t 4 � W .0 cp,.3Q eo 0' u . c* r =-��„�- T - •p C i=',. fO O a � 0 `��tattYiiiittl s. 1` d -_j •q �'fs R y V To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings empty with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structure[ engineering portions of the drawing pages bearing Engineer's signaWre and seal. W ii w O a1 W W �Lo S LL LL d 0 c ��rn W Z IILL , - - 04 N Z d N = (5U g W ❑❑ z � z J Q� z 0 -F5 Q) W g o LU N c m U • c o c o g a o0Zo _E f6 H CI �o Ru on ow Up �U zE� L wa Qo �g �gLL zN` m nZ 0 Z U J� $ DLO<1����� 1Wp11II_p w Uri .0O � LO m � � N � Mper M r U) o 0-4m m Lc) ¢I 0CN N O N Ln LO r Q ce) T a (V o z c E T H m m a tJ 0 Q p JOB NO: 22-06465 SCALE : AS NOTED SHEET NO. 2 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS TEXTURED II HEAD / BAND SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 18' RIDGE VENT 12 5� 16070 OVERHEAD 1114,09, 12 5� r- ---.7-----7 jIE5 la I I as I I I I I I I 1'_f1" �12 12 HEEL 4T.O.M. ------ -------------F------- - - ------ HDR HGT, TEXTURED CEMENTITIOUS FINISH F16 ON C.M.U. (TYP.) 2" x 4" SMOOTH TEXTURED SILL / BAND I 25 SH F. FL. — 3068 9 50 1 ENTRY COLUMN DETAIL SCALE: 1/2"=1'-0" FRONT ELEVATION — 61 4' RIDGE VENT T.O.M. HDR HGT. TEXTURED CEMENTITIOUS TEXTURED 3'4' FINISH ON C.M.U. CEMENTITIOUS 00 m (TYP.) FINISH ON C.M.U. (TYP.) 25 SH F. FL. RIGHT ELEVATION — B1. FIN. FLR. REV. 09.24.21 0 taw t� - CV - C 0 > W C2 � b a . cc C.i NC Q CD CU N C d V \\\\Ji%111111111 OWN f ^-y Cy`� �\�• F LO � •• ,�2itll29iE� To the best of the Engineer's knowledge, information and beW 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 draMng pages bearing Engineers signature and seal. W E 0 cM� o 8 N N S citt�ppv Q LL re LL LL d a S2 Z co 0 2rnrn m Z U.) NZ d K ch ILILW N Q a OU 9� z W DO V Z z � z� J d N�N M W y Q •O w N C= fO �- U_ U ¢ C & • Mid o E a�!Z +�+ z 1p =o O a 'o w Z CL NT 2 ¢� 2 zzj � L C � `0 Y yx MO ~ gZ z � J " �z W Z w � >� J DLO L / 9 e`reo p M � x O � m CN m N N O Q V) LO r E CN y 6 Z z E T L E :? c a U Q p JOB NO: 22-06465 SCALE : AS NOTED SHEET NO. 3.1 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS —� 4' 16'-7" TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) -------------- EXTENDED OVERHANG TO BE CENTERED ON DOOR 25 SH - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5068 SGD 4' RIDGE VENT 12 5L,,--' T.O.M. HDR H 35 SH ----------------------------------- F.FL. REAR ELEVATION — B1 SCALE: 1 /4"=V-0" 18' RIDGE VENT SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS -------- T.O.M. 11 /III �J TEXTURED CEMENTITIOUS 10 3'-0" TEXTURED FIN. ON C.M.U. 01 CEMENTITIOUS (NP) 4 FINISH ON C.M.U. aq °D (NP) � 2" x 4" SMOOTH TEXTURED SILL /BAND L- - - - - - - - - - ------------------------------------------------------------------------------------------- - ----- ---------------- F.FL. LEFT ELEVATION — 61 :: 1 / REV. 09.24.21 N ems++ c cp,"� o �vt �� +wiz-: u a 'iii- as. o •- t 6 Cc: 3 cc �> co = d c E I- "` 0 w U ! ! ! N!!,�l�i \001111 RO WN '0ZZ �O �� ''%sA,Z�'?OF S S1OX ,E !�g►1!!1 il111`�\\\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residental 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W o g 4) d � � t' imp r �t q N ^ 46 S lt,. LL d 0 W �to 0,rn it 3 Z � `�' Z a k w IL ofi Z 9 . W ❑ D 0 Q d N V) .0 'Z'^ -8 co V _O U w A Ow �N W • Q o W g° __® E O tmL i uij 1° oa �° z $E N L Boaz O ado aLq �o C C Za z y_ NO 8b }Z 3 wzw o� Z W S Sz +�I�w Mj Nil �LLO J D QLO H N � p CM m 00 LO ¢� N 0 c N O LC) Lin T U) ♦� N E ;� N Z Z E T ate' a 0 _j ¢ p JOB NO: 22-06465 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 1" CAP r CAP 2" *NOTE: N ev iv FOAM TO BE USED 1" RADIUS N ONLY WHEN ^ 1/2" RADIUS N 2" REQUIRED BY = 31/2" RADIUS M N` 111 COMMUNITY �N _ 1'-5 "� w - 3/4" RADIUS a>, � co SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" in 111 c. BUILT W/ STUCCO. 1/2" RADIUS 1" 1" eao v N N EDGE OF 11114" VARIES11 , �� 1'-0" i. M 1• OPENING *- VARIES o N.c _ 1 -4" cs VARIES 3 sr CV 4 1" co 1 il, 1 n 111 ��pL v td 3 VARIES a 21 . CV ,-N 111 11-0n 1 1/2" RADIUS u`E' " 4„1, 2" ' n �E 4 i r 21/2" RADIUS ll Ln T M N ° - M�v rx�v iG Av<r pp 1" s 0. VARIES 1 �N 3" Z„" r' 1° 1" BASE BASE T q 1'-811 rNv 111 111 T 41 N • N 4" M N� Oin "NOTE: VARIES 8" 2" FOAM TO BE USED io 3" ONLY WHEN REQUIRED BY a T 11�11 COMMUNITY 1" SPECS, IF NOT, 1" " OPENING VARIES 2" c' 1" 1'-4" f� DETAIL TO BE 2 2" Fo BUILT W/ STUCCO. 1 2411 EDGE OF ki , OPENING 6' � • ro r = 1-1/2" THICK 1-1/2" THICK To the hest of the Engineer's knowledge, Information and belief, � the structural plans and specifications contained within these Ln 4" 10" N = drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for s e structural engineering portions of the drawing pages bearing 10" 6" Engineer's signature and seal, � 24n � �� � N F• � r a O ri Lo 'N7, LL W a S -kV =< J LL ILL Ni o_ C �— v tON�� Z2a x C� 4n a Q" � " �_ j N 2" 4" 311 0 W W m lL to CV 2 Q Q Tf7 T. oo M Z Q H = cV O C.) W M� 13 1-1/2" THICK f2lf Z N � r$ z 214" 5" 1' 5" 5k" 411 a M54" 1'-4" 3" = IN }II ey�l lLL L!7 I I ?•I (� 8 C1 Q m a ZVARIES VARIES 0 i�l s1C3 '— � a� _ 8 cr Q X > VARIES VARIES c rn • a c a ° _ c 4" `i 46� 6" 4" KEYSTONE F11 0 KEYSTONE F11°0 ;OPTIONAL OPTIONAL pw<00 1s ^ fV N U X� -o CO jCO Q- 1 n R3x tj 2 - 47n 1 4 1 4" GARAGE DR. OPENING 4" 3 a 4" WINDOW OPENING 4" m 211 2 • INSTALL OVER STONE, TYP. z J w z o oa' o • FIN. TO HAVE TRADITIONAL a 3 W N z VARIES 33 ya LOOK & SMOOTH FINISH W 3 G • FOAM/ EPS MATERIAL IS ACCEPTED 4, La o a oz o- EE NOTE. 11 A11 ° O = • FIN. TO HAVE TRADITIONAL LOOK & 2'_ill SMOOTH FINISH i4 11-6j" 1a" 1211 2" • FOAM/ EPS MATERIAL IS ACCEPTED 5 " 1'-12' 5 " > Lo , J 31.811 711 N �„� L , m 4" 3'-0" 4" N a o in 10" 1I All 101, T c s �4 (n T CO 00 N M YCrY O N s � m y 1" a fV Li / m I N O �T-^ N O'^� N �' T LO 5i r L T v Edi c 00 4 . = N Z 0 M M r Z E t— y co d n J Q ��' Aa 1" R704 = i JOB NO: 22-06465 r 1 �11 111 SCALE : AS NOTED $ N 1" GENERAL NOTES: SHEET NO. ,1-- • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F 1 • ACRYLIC SAND FINISH ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR e14 to lights & outlets NF1AA 1 Y72 M appliances and GFI 150 AMP/ 200 AMP COMM Range n 1 5o=2ro 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND connect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING Q #4GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWERIUTILITY COMPANY. Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2"AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance With FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included In the spacing of the outlets unless the distance from the sink or range Is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET IWALL SWITCH �3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE © EXHAUST. FAN 1O\ \ ,1 EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) F0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) VERIFY METER LOCATION WITH ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. BUILDER O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT EN SINK Aof IBM PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER ELECTRICAL PLAN - ELEV-131 SCALE: Y4'=1'-0" CV C'V O Cn .2 -o a> M a QOtya . D yes r7Cr � fR o„ — Aft -r4; t ... t'S', M AV u _,a _ 40 N fl- C @ O ci u 0 N N N M To the best of the Engineers kramedge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seat Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a E ro 8 N .-9 N 0 '2 sy LL C J �LLLL LL W a � m c� 0 Wa 4 0 L"j to Cl)CNM Z Q' ZW N OU Z z Z �N z 4 N "LLJ O W s � c d a S o W Z M E ii � skLL 7d zo 8 R5 w Z tE E � .0 az rc°j Q3 L wo do mi o � @ � Z Z az ZZ o aQ W 3 _� LL 4 0 cr co 0Z Ww 0CD,� UZi 120L J L L m C9 Q CL N_ Co MO CM Y � CD ''/ v/ Co LO T a� }% N o .0 N Ill") Q Lin r T E .2 N Z c E T c a. U Q p JOB NO : 22-06465 SCALE : AS NOTED SHEET NO. 4 57! r ROOF PLAN — ELEV—B1 SCALE: Y4'=1'-0" c�u c*4 , W � c o CD =o cy a ^ 45 N m .76 -= C'AA F� t 3► tr,ae s � E = t% w • �i ' N cp J. C)t o, l� 7 E a r 61yi4 g a� To the best of the Engineers knowledge, information and belief, the stnictural 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. 114 14 o $g 04 Vrooy �i w 0 M N N n0CQ LL di 07 M er � J Q r: J LL W LL LL d 00 d Y S O Oi C t WpjOf m Z N d J z M Z N Z OU i en ❑ ❑ z N � Z m a J O d � I ^ z v✓ 'R W W T Cn LLFe {� © W N N c m w U _ CI> M Y W GC O %p oLL f 4F 2® pp I E) RO OOa OU ozi No o �o K z a ¢z f- LL ��ZLL m� F O zCn� h0 q TZ iZ OU oLL az W C2- N W U o j LL �G W10 V ,5,0,�w� zi� co 3 Lo L Ln _ Q c� G CV j O T � O Y Y W m L,1 Q 0 O C:) L N r Li T r LM m 04 Z r- E r ti E a? to c of 0 0 Q O 1 J JOB NO: 22-06465 SCALE : AS NOTED SHEET NO. 5 3 m t2 LO •n rrN� O d A H.B+ S3 TYP @ 1 STORY ' I U.N.O. AC PAD ■ ■ ■ ■ ♦ • • • • • • • • • • • • • • • • • • • • • • w • • • • • • • • '• • • (----------- • ■ ■ • '•� 1 J �'. 11 �\ - ■ ■ ■ ■ I r • • • • -- ■ ■ • • • • • ---� \ / •T ...:— � � / ♦ � r =•-� =- -r • 1 I I I • Ir �I• • � �_=====J I I 17'-2 „ -118"II 1 i II � N LO 2,-9„ 2,_g„ II II•: t` I � �I C/ I I\ \ ' B I 100 0 -0 HVAC CHASE r 1L _J I : '.'. ' :::.' : —C�' { f I i''� j)) 1\l I ` o `7 'D BASED ON LOCATION 111 10'-1 Og" `� T ■' ... I ' o I CJ ......... U —CJ N CJ —CJ 2'-6"x2-6"x1'-9' M W/ (3) #5'S E.W. 17-58" 36-6" I TYP @ 1 ■ : � :::: I :::::. . • ::::::::::: ' ; '. ::::I : , STORY U.N.O. — — — — — :: 0,_0„ F. :: 60 in ( - S3 I : ■ 3-1/2" MIN 3000 PSI CONC. SLAB FOR TOP OF CONCJ PAVER TO BE 4- ■ : I HERNANDO COUNTY ONLY BELOW FIN, FLR. 8„ 4 I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 2'-6"x2-6"x1'-0" PROVIDE Y2" x 9 Y2" I -3 1 /2" -8" MIL VISQUEEN VAPOR BARRIER I 16'-118" ' I W/ (3) #5'S E.W. I RECESS FOR FRT. DOOR I SLOPE S3 iv N I 8 -6 — — — f-•- — — — -j -31 /2" R is in S3 _ - _-�►— - _ - - - -CJ — — — — ---r ' ■ �? o � �-�� I I M I I I III S3 II D.W. IN I ■ — — � N III ■ . I III - - - -rM I ' : I \,W.H.; K CC CC S3 S3 I S3 ( 2,_s„�,�"x1, „ STEPS AS REQUIRED PROVIDE 1 y2' RECESS ,�IN I FOR SGD. REFER TO I I IN L J JN�; I : 2,-6" I o W/ (3) #5'S W. - M2 7' 7'-12" �(2) PER FIELD CONDJT�QNS MASONS SLOPE FOR I I I r 1� �lZ WIDTH 1 11111 #5 VERTICAL I LL =JAI"' BARS i INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM I _ I I �11---KITCHEN EDGE OF SLAB 2" BEYOND WALL W/ (1) #5 REBAR VERT ABOVE SLABLG I : I TYP @ALL PLACES SHOWN I ISLAND I I LOW WALLS K BUILDER TO PROVIDE I I J CV)HOOKED FTG. DOWELS 5" EMBED I I I S3 APPLIANCE PROTECTION S3 W/ 25" EXT. ABOVE SLAB "GRADE 40 ■ :. ( STEEL" I I CHASE TO I I ISLAND- WHEN REQUIRED PER FBC _ - - - - - _ -t- CJ t CJ _Q I I 80 TYP @ 1 STORY U.N.O. `r° I I -q_ SLR 0'-0,& F=39 -31/2" ' I I OPT W I OPT. D I: I ■' 21'-Oa" IL JI L - - - J I : I (2) #5 4'-6" 1 VERTICAL I BARS N 2'-6" x 2'-6" x V 0" VERIFY LOCATION W/ (3) #TS E.W. I L------------I- --- FLECIRIQAL_ANEUr L—+- ----� o ---------� ■ .......•.■....... ■ ... ■........ ■ ■ ■ ■ ■ S3 TYP @ 1 STORY U.N.O. BU IFY METER ATION WITH 4'-1 FOUNDATION PLAN MONO - ELEV-B1 SCALE: Y4 "=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING VWVF 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 e Lu Lu CONTROL JOINT DETAIL SCALE: 3/4" = V-0" , : .�#5 CONTINUOUS ,; ; .:• '•_ REINF. SEE FND. FOR " QUANTITY •' ' #5 X 25" X 25" CORNER ' •' �• BAR ONE FOR EA. ' • •. HORIZ. REBAR, TYP. • U.N.O. • •, •, • • ""Alternate: ' The reinf. bars shall be • ►. • •. • •. • •. • • • •. cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" N N N N � W � W Cn c C cz c+; = cc Cj C-4 - m N Co l�0 Q ✓� N Y 6i 1= c cc N d w N`d A i .,�<<ii a:illl'1/led• �f,. 4M a/ ffl+t,ll�i. To the best of the Engineer's knowledge, information and belief, the structural plans and speaflcatlons contained within these drawings comply with the 2020 Florida Building Code - Residents[ 7th Edilion. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q o � - N Op� ,p uRi cV ODD MG N rZ 'S LL M (Cp W J LL U. C Lu Z 0 _ V CD13 W 8' WNm co °' m W Z IL w 0 � z° d N -� OU U h Z W 00 0 N z N � Z �pp v J QrL N - N z LU W 0 Ln w ■i C) c • o �W Z Cl)--o LL E E 0 <_ Z _ `_ ,Z L yy U 6❑ K mf N - C U Nm g& z Q! J QW t%i < WZ o Z ao W a� WNW OMilli Oa= E o0 3 �Lo J Ln LO rn C� Q j M O Y Im °° LO ¢I 0 04 N o 71, N Ln LO L r M N z E T y B d = a Q o JOB NO: 22-06465 SCALE : AS NOTED SHEET NO. 6 SEE 3/S5 FOR STANDARD GABLE END FRAMING 2X TOP PLATE TO - GABLE END W/ 16d NAILS @ 6" O.C. 2X4 STUDS @ 24" O.C.- W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING G E 15 FALSE BEAM SCALE: 3/4" = V-0" STRUCTURAL SHEATHING 7116" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM GABLE END ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft AND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) W VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 1 3 1 3e I r HIP .35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6" EXP. 1 (24/6) or 1%2" EXP. 1 (32/16) TILE: )y32" EXP. 1 (3V16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN f 2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-0310d (2%:" 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. BM JER a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 112" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 1 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 -1Old x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3"SDS WOOD SCREWS AND (2) 1/2" x 5"TITEN HD ACHOR BOLTS RFUS 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 1 5/8" ANCH. / 26 1061-1/2" HTT5 5795 5/8" ANCH. /(26) 10dxl-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16)1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 "* 1005/915 "* 8 -10d x 3" JUS26 1000/1080*" -- 8 -10d P HUS26 1320/3235 ** 1335/2820 "* 20 -16d x 31/2" 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 14-1 Od 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 -1 Od x (1) 5/8" ATR wl 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od 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/ INKER (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ 32)16D INKERS & (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" SPt 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-1 Od x 1 1/2" HHCP2 680 570 (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 3112 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 318" 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 (8) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**) INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 80. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 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. (A) OR 2 PLY :ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: Y4"=1'-0" N N N 0 Y t 0 .. o a5 z •� w �' Leo to cc a c E o •.. t J r7YrrJ LV `C W .G, o OFESSlow, t �� �AIr }f To the hest of the Engineers knowledge, information and belief, the structural plans and spedficetlons 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 drewing pages bearing Engheefs signature and seal. a W s g Ag V m odoLo b U)I-' tii a> c Ik LL Q C J LL W LLLu LL a m Z i? a 0 t O W a O �j�rn°' m Z r� IL I N MLW d' w Z O U 00 W ❑ 2-1N z � Z n J d � N z (1) _U' w � � a © LU 2G C U U • o w Z J � g `E E oLL ?a Q ~ C 0 a CK .0 Z _ o E r6 �g a aZ w a o � _ ra ,_ '0 z z C40 JW UU w S Za SZ L)WNW U4 � _ o s= � O a Z°d U3 o > Lo LO LO 0) to N F-- CV M O Y Y m m LO ¢I a--+ CN 0 o CD LO N LO LO Q T— LO GI E z to z c E T u; m v a v ¢ o JOB NO: 22-06465 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of [Intel must comply with the architectural and/or structural drawings. 4• U-Lintels are manufactured with 5-112" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180, 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7• 7/32" diameter wlre 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 shag have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load �� . O Safe vertical load + Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS O O O O P 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T ;'� ; O O O O':i•. 8RF1 1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1TAIN 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F321 B/1T FORM d GROUT SOLID •• J O #5 BAR CONE. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. No WOMEN RIMMM F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T tNOMINAL QUANTITYOF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS -rc precas{lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg - 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. S. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M orS. #S .(1) MIN. R CI'D (1) RE LEAR ALTERNATE POWERS STEEL LINTEL ° e ° e e ° .M.U. #5 REBAR AT TOP 44 e MIN. (1) REQ'D ° j 1-1/2" CLEAR GROUT > e e e ° a n J O Q G e + 5 REBAR AT BOTTOM OF ut w Z - r%i o-BOTTOM LINTEL CAVITY 8v20, G f C Ci ox o REINFORCING ¢ O °� � tL M�uu 7-5/8"ACTUAL PROVIDED IN LINTEL .n d �ff D j G 5 REBAR AT BOTTC 7d O ' N MINAL WIDTH (VARIES) p3 r~i� � um,d si J L �' AS INDICATED 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 manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturers 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 M A O 4'-0" LL O 6-10" LL LINTEL PLAN - ELEV-B1 SCALE: Y4'=1'-0" tN N C`t fv ••r 7 W s (JY cs• &_ o `4 m. K Any C7 . •- CPO d �+ r a► + y OG 7j io to y ors ea c � J C1. v 0 SE lit 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 - Residerdial 7th Edition. Engineer's signature and seal is only for the sfnictural engineering portions of the drawing pages bearing Engineers signature and seal. E O N 8 CD (ii fJ] N r.- O M LL Q C.' LL w LL — Cq LL o Z a M131% °t� a 13 o W �N� t O �O_jO� W m w ci Z N N ZCl)d J L L Z OU 0 U) W 00 U u' Z tg� Z Rf Z a a � U) Z -J N LU Z �+ _ 8 U Q m _ • C4 M fM Z w Z LL o coo oozQ f rp a o E g= z— N � .�: � O ¢� Z � N C y$+ �d OY yo '0 QZ <>W fVnJ O 5 o Z Z ao W rJ Io � W �k � �I= J o �C:) > Lo J L0 Q 0 N_ � 0 M Y r 0 N m L O ¢� �+ N Np Lo N U) f Q T to o Z E T o w m a U � < p _J JOB NO: 22-06465 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 241NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 12 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. STRUCTURAL NOTES 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1.1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'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 3.3. 2 GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM, 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4- MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-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-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3- 2- 1 y" y4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (318" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3117 MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4. 4, 10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsIWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.7 4.8 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) STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 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 1'-0" away from the building side walls. 3. Inictionlsprinkler systems including all risers and sp airy heads shall i tt be installed wRhin 1'-0" of the building side wall. 4. FBC-R R318.7- TQ ovide for inspection for termite infestation, between wall covering and flrl 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 R 18.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilubpn. If rQinVf II occurs before vapor retarder placement, retreatment is requtr 9. FBC-R R318.1.5 - C ncrete overpo and mortar along the foundation perimeter must be removed beore extenor soiftreatment. 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 install, d after construction is complete, including landscaping and irrigation. Any sox disturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1J/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 0 N c O LaJ a.e o Cl? c° m ` .. u.. cL. t- cc ogo N aw �. c a c � o b co a w' C r O C r= t-O a OFE ��!!/tllltBE!'tt,1A� 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 8 g�� A 0 0in N 0 9M ii fA y M v , Q C J V W � �LL o_ -vim a yc Z tg� 13 .2C�G o CP Co CD Cj NZIL d ZN OU y W ❑❑ z_ z Z n J E3 z � 0 U .5 V W N 0Ul w � z a w C4 o W z c� W o zo �9 E o o �i za oa Z r g m x� 11° N c (nUS OY YLL Z J a " w 01 z 10 o az � LL CIS o CD a ;o a o ila 3 1� >Lo J LO LO rn H L CV CU 0 j -� O 0° LO _m aI }' N rn C LO N L0 T LO Q U T 41 N z z E r--� v °: c 0- U Q 0 J JOB NO: 22-06465 SCALE : AS NOTED SHEET NO. S N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) .................................. _. Imo....S. WALL SHEATHING STAPLES @ 6" O.C. VERT BETWEEN " ' M, X.• I 16GAx1-1/2 LONG (3/4"-1 .......... ... .......... . STUDS (NOTED THUS:—) -OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. (NOTED T INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G 000 5'-0" y STUB -OUT FOR 1'-0" 0 9 0 GAS METER 0 o kn U CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'4" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 151-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS [_ * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x _ t� 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x ` + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap x � FILL CELL STD. 90° HOOK BOND BEAM let— ¢ STD. 90° CONT. #5 BAR >� HOOK BAR SIMPS( w/(22)' NAILS 1 5/8" Q #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM v 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. max. A 4 max. Q Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit ___� 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 2x4/PlywoodlOSB web stiffener 2" min. 1 °� required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGYe" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pff max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building 1/16' code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. 1 T nail each side at bearing. Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. odnails SECTION @ INT. BRG. WALL 1 N.T.S. 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 ordrillflanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - d BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11- / " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( w/(22). NAILS 1 R TRUSS 'OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION beam below Load bearing wall must stack over 4__ blocking and wall or beam below.* Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — jX:::. • ■ • ■ •� 6" A %" ROUND HOLE MAY 6'� 0 NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 6" 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" 8 T47' 1-1" 1'--2r' 1'2" 1--3" V-'U" 1-7 " 1-11" 2'-4' 2-9' 3' 21 3 7" 7Arny 12 1' {T' 1'-1" 1' 7 It z, 1-3' 1'-9' 2"-4" 2-11" 3'7" 4'2 �t'-9 5-4" ti 16 1'-0P' 1'-1" 1'-`i 1' 2" 1'-7"-�i" S'-' "c 3-10" 4' 5' T' 6'-4�' i' 2" 2f0 T-O' 1-1'" 1' 2" 1' 2"' 7-0r' 3'-0" 4-0" 4'-10" 6 11" 6=11" T � 1'" 9-11" 24 v_(r 1'-1'' 1'-z, 1-3" 2-6' 37" 4-9' S 10" T Z" 9-4' 9-6' 10'-W NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT, 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. -�— Install tight to top flange. SLEEVE THRU STEM • SEE PLAN FOR--'•• n. • • '.; . FOUNDATION INFO ,' , ' 4 STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"4' gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required ff hanger flange is laterally supported by joist hanger. doesn't meet height requirements 00 0.6 X Joist lo e i o depthlo I -JOISTS BUCKETS N.T.S. GRADE r-REINF. SEE PLAN A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12/ META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A • ° (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE o d A. 4. - (Tn Tf� PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION —\ a PVC OR SCH40 SLEEVE r PLUMBING LINE U G 4 L 4 _ i e'4 � e �l ..a. SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d A.I. e a a d a e' 4 V d r , a SEE FND. PLN. SIZE & REINF. N tv _ k3 �w N - 7 m x N d m u g M 3,. E 3 0 0 w ee FFsstt cag < o 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. W E g o M8 Lo O A W 5 J W Q 13 9LLLL W Z o 07 rL S SLL W � m W P IL z d J O6 0. W ❑ ❑ z z_� z a E3 (n pi z 0 ty U 8 u_ (D _� Q) ZA fu �fu W W€ O a • U CO ¢ 2 p o g w Z u E .3 ZN z® Q E v Co(o ~ W <= g o O� Wr " o dU O O E N ao az wo °d❑ wz 19 tt� ram-. L mO g� zco b � (D g wLL 5 8 a �W W U 3. �- Ww NJ CC)p o. ax ° § C) J 1 41 Lo tt ^^ Y, LO rn to to CO Cn co C O Y ca 0° Ln �I •0 N 0) o O N LO LLo-0 T— Q T Ez° LM N M C , E r m a- 0 •• v 0 � c JOB NO : 22-06465 SCALE : AS NOTED SHEET NO. SN 1 r y ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ 1i FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU v 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (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 & ci HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 'IN METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER is e SHINGLE ROOF, SHINGLES TO _ e . BE IN ACCORDANCE w/ ASTM - D • .'D7158-CLASS G or H, or ASTMI D3161-CLASS F, IN° I'ACCORDANCE w/ TABLER905.2.6.1, S811 FLORIDA BUILDINGCODE II 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL W/ OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" k S3 ELEV. VARIESk 5/8" OR I 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" LUMINUM 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"x8"X16" 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 co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER CnTO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 w °- NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE ' t. x(V P p = Z 6 MIL VAPOR > I z - BARRIER C r i COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON 3" CHAIRS TYP. #5 REBAR CONT._/V-4" O (1 STORY) STD. 90 HOOK (SEE U.N.O. 4. STORY) 1'-8" (2 S DETAIL ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 O.H.D. RECESS PAVERS -1% •T z ~�Ill,lf ��11 /dll��11-11� 1.�11— yll� 11�1[ ;1�11 �.L^711:-71t1�7. • - ,1=�Il�ll=1��11 it f► • � • • • 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O @ 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. TOP PLATE S.P.F. DOUBLE 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. 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 5/810 x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 11 (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT:1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"ox3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. U-0" (ALT: 1/2"12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 ATTACHMENTS 2" 31/2"MIN. A.F.F. WWF OR FIBERMESH 31/2"MIN. WWF OR FIBERMESH ELEELEV.-11/2 g � e e N e. e — 1/2"(min.)-4" _ °. r 1/2"(min.)-4" 00 p •. oo- 31/2"(min.) -4" — 31/2"(min.)-4" (2) #5 CONT. 4" 1'4" 8" (2) #5 CONT. 4" '41 8" U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP 0 SHEARWALL C TYPICAL BEARING WALL a@ STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 s .001 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs•� NAILED W/ 8d COMMON NAILS @ 4" O/C 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" O/C 1� ��NN� LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT NOTE: 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-W (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR �, LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON WALL SEE GG/S3) @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA, STUD 2x P.T. PLATE "SIMPSON SP1 (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP " [24 MIN. LAP] #5 REINFORCING SPACE ANCHOR w/ (10)10d NAILS SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR 6" TYP. T 2x P.T. PLATE c PER MFR INSTRUCTIONS o EBOLTS ND OF 2"Mx PLATEN ASSUMED FINISHED E #3 OR #4 REINFORCING BAR ui GRADE N = • n . ' ' o z GRADE 40 MIN. Fy= 40ksi a #3 & #4 LAP SPLICE e . MONO OR STEMWALL o �, — -0 o. FINISH GRADE [GRADE 60 MIN. Fy= 60ksi] g 25" MIN. LAP [30" MIN. LAP] a m D FOOTING MONO SHOWN p ° u 00 — — w ° e D t, e — rn 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 V-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 _ WWF OR FIBERMESH ; € .e 4.W111!—` 10 =11, 1L�11=11.=11.�11=11 11 I �Il 1�1 ,11111 210 i11�11-11=111-11,-11!=1 ••.:COMP.•IL. (COMPACTED TOlift 95% MODIFIED PROCTOR ASTM mill', 1111„1111Il Il -11TYPICAL EXTERIOR FRAME WALL FOOTING CE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. " 6x6W1,4xW1.4 31/2" WWF OR FIBERMESH min. 4 a TYPICAL THICK SCALE:3/4"=V-0" S3 GRADE 1) #5 REBAR w/ OPT. 'CREEN ENCLOSURE EDGE L SCALE:3/4"=T-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS N T = M a' SEE A/S3 OR JIS6 _I I I . I ,PF FOR REINF. 100. m 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS 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" S3 P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALAh • _ ' INTERIOR a.. d. -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ _4 N I �[ M 6 MIL VAPOR - BARRIER 36" MIN. LAP [36" MIN. LAP] ILL ON 3" CHAIRS 8„ 1 -4• 811 10. (TYP.) #6 REINFORCING BAR #5 STD. 90 HQOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR ARIES 6 x 6 W1.4 x W1,4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.)T� FOR TRUSS WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. CONNECTION INFO = ° SEE PLAN FOR ' " TOP OF BEAM & LAYOUT DESIGN — — Q = - SEE ROOF PLAN ap c — —d a, d ° (2) HTS20 FOR STRUCTURAL IL„ rr — — `' c BEAM SIZE & a E CONNECTION INFO ° 8 M • • f 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING T 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 Ix SEE TYP. WALL SECTION FOR ADDITIONAL > w SCHEDULE SEE PLAN FOR STRUCTURAL SLAB INFORMATION. o w W rn COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=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"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" 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 _ 2- d INSULATION PER CHART z 0 SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' ON FLOOR PLAN w SIZE VARIES PER PLAN M CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS °O g GRA a ° _ >L FILLED SOLID (SEE PLAN FOR —i _ _ 4 p _ _ 6 x 6 W1.4 x W1.4 w w SIZE AND REINFORCEMENT) w d c� -1 =1 ! I'T'R"'�i'1'� • t �_ —� I !-=! != =� WWF OR FIBERMESH rn z w t-' n w w _I 1-1I != ! ---I !_. —' 1;= w z BRICK PAVERS or SLAB PER p o _ - != • r' -i • °• COMMUNITY SPECS "- 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" ��S3 -Fir ,ill I FOOTING v �IFil'I.��Ill�i (�„!!-ll!-!I BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 N N N N o d'o Cn c. CP c t0 Czk R N •x � ym: �r a� d; r. CC . .'� CID cc a t 0 �tttFt t f 4 4S S�S�iA€t� 9�yi�� •yyw^ •' i'4.- e 's�J r, y'' N y;' •° C" /f/i/tef*!ifill, SV,Ltit 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) E o C $ Ia 4 � � N 0 0 �a Yi N•M y(er '•' �" Q C J LL W gLLLL o. Y rig � Z13 a ,a W t @c-0 of III 0 Z � N Z d N J 1= OU y Z W ❑❑ 0 m z 1 z J — d N M v z M U € 3421 li N LLJ OW LU 8 Ip o W Z cM U_ _� U5 w E E: tJ t� - O E R° ° so O U Z O N az w0 "do WZ r� >_ - °zz �s m0 >Z zW� o z a0 NW �i o �1 .00 J Lid Ln o� _ Q F,- CO r O O M ca L ¢I a--1 04 IM C Lo N LO N N z C_ = E r m y z 0- 0 ¢ o JOB NO: 22-06465 SCALE : AS NOTED SHEET NO. S3 (MONO) C, r (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3"DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK PLATE WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR 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 HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) ELEV. PRE-ENGINEERED WOOD TRUSSES TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP ` PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY dNIS STUD W/ (3)1AL CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) X--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN -OUT MALL A SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 518" 8" KNOCK (1) #5 W/ BLOCK ( NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT d a � n a a d A=. - 8" STD.90°HOOK 8 LINTEL BEAM W/ (1) #5 COT. IN OPENINGS GREATER THAN 6'-O" WIDE (U.N.O. ON PLAN) OPENING /-� FILLED CELL W/ (1) #5 VERTICAL / SEE FDN. PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD _\ BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE `,\\\ \ W r i O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY :., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. d 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. Sic p�NOOh� �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEELAND GROUT FULL 8x8xl6 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET rop a 1ARAGE 10OR vvvn r rv-wr W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS ISTUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) 3 (2) (2) (1) LSTA30 T -16' (3) 4 (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: o S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. OO SIMPSON HTT4 TYP. O,o OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 12 (TYP-) TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD 7 -* R a. 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS � = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4"EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REtNF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL - - SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' 4 _ SPLICE STAGGERED ' MIN ATTACH ALL -' EXTERIOR STUDS W/ 1A 16d TOENAILS T676P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON SIMPSON SIMPSON Q SP4 SP2 SIMPSON SP4 3P2 2X STUDS @ 24" O.C. rL5If /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SIMPSON SP4 —, 0 `NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC RECESS LI SP4 SP4 / LINTEL SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED is J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" DOXIED A.T.R. I&NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE i 2X BLOCKING 2X8 P.T. BOTTOM P I TE� C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. o -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" o PLYWOOD O/C BOUNDARIES 6" O/C EDGES oo 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) o SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRYo • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. o MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR' SCALE: N.T.S. S4 N N VA C4 W •o �� W c!� a ca o .._ ....!. C W G. 3 >_ � cr- � R o o. 0 ya 4�a• ��� `t 1l `1 zz j •.,•..• �..L 0 • .OFESSIO••E� ���1/l!!!►! �� I Itt1`EE 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 - Residentiel 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E g m8 a n L4ND� tp 7 � N 'M 1n M •Q :R J LL C J LL W LL LL a a S2 z — 0" $ M CNI W TO. m w Z CO f9 d K M N 6 WIL Z v ai � z z z � J (n Ln LL CD5 W �0 Ln W � i� b w o fM "- E ¢ E 0 os Z• E (V �- tZ5 g0 o �a UO 1 " Z � E Q= �� OE C/) C Y U " Q W Q) J a 3 m Ob 8riz E am U W o�W �o LL �k mjco v zl�a o 3 o O Lo J LOili Q Ln 0 N Fes- CV j p M Cr Y_ Y itil 00 Ln ¢I 04 CD LO L1) Cn m N z T e m a. 0 a o JOB NO : 22-06465 SCALE : AS NOTED SHEET NO. S4. W W c9 a 3 m chi N 1 m s O 0 94 12 .�S 3 Q ON CL J EE 0 U .9 J• CL a 0 v EZ 0 s N 0 C�. S SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (d 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - IRSH] - 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° UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) 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°t / 45' # SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2"CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 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 10/S5 SEE STRUCTURAL NOTES AND f� NAILING SCHEDULE FOR SHEATHING MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 �- DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)1 Od & (2)1 Od EACH JOINT w/ (3) ; AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF 0 NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" • AND 12" O.C. FIELD . END TYPTOP & O.C. FIELD BOTTOM ATTACHED ( 2)16d NAILS W! (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 7" ON TOP OF PANEL 10dx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1Odx3" @ 4" O/C 1/2'x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4"EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"X21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB -SECTION_ 2 WEB, USE MSTAM36 w/ (7) SECTION ri O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP ' SEE STRUCTURAL CHORD BLOCKING NOTES AND NAILING INFORMATION tO SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES (2)16d NAILS `° 0 2"x4" CROSS BRACE 2x4 RAT RUN BRACING RIDGE F. 8" FROM AT 24" O.C. ON TOP OF " RIDGE FASTENED AT EACH JOINT w/ (3)It BOTT. CHORD FOR 4 1 Od & (2)1 Od TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT " " „ „ 2x4 PANEL BLOCKING (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 @ 48" O/C FOR THE (2)16d NAILS 2X4 BLOCKING @ 24" OF STAGGERED j OR EQUAON WIRE NAILS (D STAGGERED ERED 1 2d� dR EQUAL/IRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF ; O/C w! (2)16d ( (D = 0.207 , L = 41/2) OR EQUAL 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 0 T M I SPACE AS SHOWN FOR 3-PLY 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C.T-16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE 2 "L 2"x8" 1"BRACE ( NAILS AT EACH STUD FASTENED WITH (3) SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) 16d PER SIDE SECTION LaSECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 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/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR F THE LAST LAMINATION ON ( ) 2x4'T' ON TOP OF PANEL I LI " 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING,, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. @ COMMON NAILS. ONE INTO EACH OUTSIDE FACE OF 1Odx3 @ 4 O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION B.U.C. SAME NU BER OF ROWS SAME SPACING D ) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 I ' ° • ' la _ 1i ° a a%4o. L_ `CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2)16d PER JOINT \•-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"xl 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) • 0 z w \-BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) 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" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING 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 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) —GUN I. ULAHING " GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 90� 0 CORNERJACK t7 Y a w Cr O HIP FRAMING REFERENCE PLAN E S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. MM mi cc NEI 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 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION c� C% . 04 W o cn , .-o _ e6s W i e � o A `CJ,; C Q A d c d u -4 e a i O cd d N Q-` N 0 GCS °-A d�4 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. a E o �8 5 N a� Lo4 - .h o NO q u- LL wa Z -a ca W rpC'- 0 W�6jO1 m w Z 'n N Z d � = N O U car 8 W ❑❑ 0 z � z z Q N (+f z m �4-j Cn Uj �0 L oW$ N C' N � c 1.1.1 J c i �0 -`I- N & o M '•'- o 60 Z 7d 2[ E 0V < F E f0 O E iVz u 1 V O � aa' z N wa a� ns coc o mo Z� z N J $ cab ;H Mm 5a a W d 3 c� 3 '.` .1io � w �L yLL W �3 o �V W za a �C) LO J LO B C� Q NCo H N � p M Cr x O CN m to LO ¢I � N � No O Lo .0 N L0 �-- T' LL o Z E T' 42) a ci JOB NO: 22-06465 SCALE : AS NOTED SHEET NO. S5 - zz ts 4 1/2" DRYWALL ix4 1/2" DRYWALL DOOR JAMB (REFER 1x4 r1/2" DRYWALL DOOR JAMB (REFER114"27X8 UNACCEPTABLE INSTALLTION � DOORJAMB (REFER �_ TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR MAX 8„ PROPER INSTALLATION ♦ DO NOT DO THIS 2"x BOT, PLATE W/ (2) 10d @ V O.C. APPROVAL FOR CONN. CON APPROVAL FOR CONN. % ; 1 X4 #5 REBAR (TYP,) 3/4"PLYWOOD DECKING GLUED//.�1x4 ATTACHED WALL SHEATHING TO P.T. ; i/1x4 FURRING ' 3/16"� X 3" LONG FURRING LONG X 3/16"� �! FURRING � (2) ROWS 3116„ x 3-1/2 #5 REBAR3-1/4" ♦ AND NAILED W/ 8d COMMON @ 6"O.C. EDGES AND 12" O.C. FIELDO.C., 2X BOTTOM PLATE W/ 8d @ 4" 2 ROWS STAGGERED TAPCONS TAPCON. INTO TAPCON @ 16 O.C. &STAGGERED @ 16" (�'P) ♦ '� 1x8 P.T. FROM EACH END w/ M BLOCK@ SPACING �� O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH D. 90 HOOK (TYP.) 2x BAND JOIST W! FACE NAIL 10d MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NAILS �� 3 DETAI L STD. 90^ ` /� @TOP & BTTM CHORD, AND (8) 1x4 P.T. & ix$ P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT JL METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. ix4 1!2" DRYWALL 1/, V DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT ; 1171 LAP SHEATHING TO BOTTOM OF BAND 2" EDGE DIST. APPROVAL FOR CONN. % 2x8 P.T. w/ (2) ROWS 3/16" TO PRODUCT j APPROVAL FOR CONN. //, x 3-1/2 TAPCON @ 16 ix4 JOIST TYPICAL / .% �'%�� (2) ROWS 3116" x 3-1/2" =� O.C. & 4 FROM EACH FURRIN TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. L NOTC @FIRST COURSE SIMPSON HGAM1OKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' ±2• _ w/ (4)1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ' ♦ INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" o.c. 3.1 /4" DETAIL NOTCH WEB AT THE ±5" FIRST 2 COURSES BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN 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. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 1610 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX00 2'-0" $" SOLID W/GROUT r ,r 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS PRE-ENG TRUSS DESIGN BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SEE NOTE 1 BELOW 1/2" DRYWALL ____ * SCREWS & (5)1/4" x 21/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"X21/4" TITEN = 2150 #) 2x SUB FASCIA 2 x 8 45" DIAGONAL (4) 10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION * 7/16" OSB TO BE INSTALLED CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE --� ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 112" .' CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN I I 1-3/4" TRIM PAINTED FURTHER INSTRUCTIONS. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL F CHANNEL, SS NAIL w/ 5/16" HEAD DIA. @ 24 O.C. •:. • . OVERRAN �' :..,. CONNECT W/ 8d NAILS BRACE/ BLKG. FASTENED PER N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT L 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ANCHO ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x WITHIN INSTALL DBL 8 PROVIDE TAPCONMIN. CONT 2X4AILED — TOP2x NAILEDOTR RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH GC PER 4 OF BRACE BRACE BLOCKING w/ 2-12d NAILS (*O CHO DCKING EV EVERY OTHER SS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU �— 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (**) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%' WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1. G.C.! BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING . . 4' MAXRAD ARCH DETAIL J USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w! , LISTED IN THE DESIGN CRITERIA ON SHEET SN. MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL r j -Qu 511 r_ Q SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: TRUSS COMPANY OR - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND OlLf INtSH FLO 2 x 8 BUCK - CONNECT TO BLOCK " SECTION WITH 1/4 x 3 1/4TAPCON (1 1/4 MIN. ROOF SHEATHING ATTACHED i PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE EACH GROOVE @ •: ► '.� • ' ' 4 B_B /4" MAX EMBEDMENT INTO .) " PER NAILING SCHEDULE ALL ► ° • >... ; ... BAR 2 -0 8 SIMPSON STRUCTURAL SOFFIT ► L:::#5 '; ' 1-0° • .' p. ► * CENTERED W/ g BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SF01 ` ; ' ► IN TOP BLKG. &BUCK 2X6 TO 2X4 H2.5Aw/ (10 ) SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS WITH SPANS • ► • • • • •' o 1 X 4 FURRING 8d NAILS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER ► .0.. KNOCKOUT / N THE SOFFIT FL PA INSTALLATION CRITERIA - - --_ --- ; • CHAIR BLOCK 8d NAILS @ 8"O.C. AT BUCK 2 x 8 VERT. W/ 2 O 10d NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* d MONO FOOTING . PROVIDE 2 x 8 DIAG. BRACE B PROVIDE 2 MIN. O TAPCON AT EA. SIDE CONT. W/ (3) • •► '•'•• SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" 12d NAILS JACK TRUSS PROVIDED BY AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2X4 CLEAN FILL • • • 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF .► DIRT Z TO BE INSTALLED 00, ' MAXE PLAN TRUSS AS SHOWN FOR O.H. UP TO 2'-6" ?X OBE 2 • STANDARD BUILT UP PLWD. BUCK - Ryq *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. •: o i 9� HOOK SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + a 4 + + /VGT (2)10d NAILS @ 8" O.C. H #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4Y.' WOOD + + TO TRUSS TOP CHORD FILLED CELL '• '• ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + .: •. . ., . ., . s It.• BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL INSTALL WDW, SCREW GABLE ONLY, CORNERS WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING � � � � � � •r • •� • �' • •' • •r • THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + ANCHOR INTO ARCH BLKG. HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS 13-13 ARCH DETAIL �( DESIGNED ONLY FOR THE SECTION @ENTRY L BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0" SS TRUSS + + REQUIRED TO SUPPORT SOFFIT MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + 2X4 SYP SCALE: 3/4" =1'-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR '� CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"4" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2"} BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W,W.M. AT PERIMETER FOR OVER HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") } #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS SECTION @ ROOF EXTENSIONrM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6�-0• SCALE: 3/4" =1'-0" 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER SS FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 c� A SEE SHEET D2 AND THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° x , ° ° SIMPSON HTT4 w/ (18)10d x 1 LU U co REINFORCING AS FOLLOWS: FLOOR PLAN FOR * HALF F MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PLACE LOWER 0 MO B r ;: `::`:'.`: ` "' ` ' ' o e p 1/2" NAILS TO STUDS & (1) - MORE INFO 5/8 DIA. ALL THREAD ROD a g * PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ A . o _ EPDXIED w/ SIMPSON "SET' a � #5x6' EMBEDDED INTO � ? , g EXISTING FOOTING (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ;''" ` '. ' € „ `` REINFORCING PANEL — EPDXY MIN. 6 EMBEDMENT & ¢ , cn N FILLED CELL •' SMOOTH. DO NO FURROW. '; '':; : • _ ° 3" MIN. EDGE DISTANCE DRILL 3R MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. n IN SET BAR IN EPDXY :..; FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p . G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE N ° •p REMAIN FREE OF MORTAR. NOTE: `' z \ 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 , ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. (1-STORY) ` ` TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION `. MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07,28.21 SCALE: 3/4" = V-0" RETROFIT FOR MISSING `a Ile FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" c t:V 0 � W N cz ati o «S a - CIO C6 c to d o `do c cc T o` A O- v O .'N .,... - U Cv ° s L�� To the hest of the Engineers knowledge, Information and belief, the structural plans and specifications contained within tlhese 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) H Q S 8 N 49 " 6s N Lo M v '6 'u 14 C -8,W LL 13 � LL LL o 0 V W z m�� o L ? O W ���rn M LU CLZ � NZdk z N O U 00 W 13 E3 0 J a N M Ln 0_ LL v CA �O c S N rn U � LU Q p�p 0 N CD V W LL E os =o Lc.L O ` rO X {- U W O gz Z N E �< P ao wz a.� - C o aY$ �a Z�c Ca JfZ N 3 a 0 LL 50 NW W V �o �G eY rw zIa �r v 3 1O J Lo L0 Ltd ^ H N j Y Y O m to Ln t--- v N CD 1 (f i Ln L0 m E N z cc �-- E ui = a 0 � JOB NO: 22-06465 SCALE : AS NOTED SHEET NO. SS �i v N 0 9 3 m LO N O cry. 3 C, 04 F-p- Z s? E 13 i K r2 5 1 c� M 0 CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 FRAMED RIDGE MAY B (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED w/ MIN. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST IT LANDSS NEXT TO 12d WHEN COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES PRE-ENG. TRUSS OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS •fI L I VV `W f.-llVl 1 1 . I- •. VIJ 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 It0=3 PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� ----/—WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX ROOF PU4N SHEATHING -h 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) 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 HIP G.T (2)12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 7-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT-j CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS FFLPFFTE P INFORMATION. BOTTOM CHORD VARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ �j►— 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION_@ ENTRY r8 SCALE:NTS SIMPSON LSTA18 w/ (12)10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE:NTS )IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE tOOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN RECI'D ONLY WHEN COLUMN SIZE & BASE INDICATED ON BM. CONNECTION INFO r% nT 1 A 1 n (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS SEE PLAN FOR CANT. OPTION A SCHEDULE/PLAN OPTION B COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER G SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (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:NTS SCALE: 3/4"=1'-0" SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABL 04LJsWA0 • (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER 11 CENTER OF POST MIDDLE F— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `-• MASONRY WALL BELOW: SIMPSON �.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN g, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2� SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING tm ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8)10d NAILS -J OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS LOW ROOF/WALL � SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10)10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—� L (2) 2x6 BLOCKING UNDER`- FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS N N O N N N O 4jaXo - fig w W em u- •�`S"2 _ c � o . a l i i 114tt `\\�s\ililtl Q f N E'' 'v v N <Y 40 ''•. F LO ,.•• 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 - Residenttal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W g 8 v d 00 A-,2 0 � v w LL 1 -.r LL W a -9u.LL a a 11 0� _ 'd Y SE�G 0 W Oi O' m W r$ Lu 00 Z N Z ILa 1= zN OU 9 . W ❑❑ � z z � z CoQj 0 LU o V c to VCA Ri W a W LL o _ o z �pp :g E w� R Z. O g E Ro U oa 20 zQ V N i 2 wo X� W W a Wmo i (� C C z Y Na O zz Z O s m U U �k IIIII� o CD �J Z F �o �f zl°d chi 3 .000 �Lo J Ln c9 � 1­ CID j M M CDCr r U) N m InLn al a••+ 4-0 04 0 C4 O "a 1-1 N Ln ILo o r- Q CV) r E N 6 z C y T al = a U _ ¢ p JOB NO: 22-06465 SCALE : AS NOTED SHEET NO. D1 HESE DETAILS ARE GENERIC AND EANT TO SHOW GENERAL FLASHING ND WATERPROOFING METHODS TO E USED. 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 2.6 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "'SEALANT SOCKET WITH TOOLED APPROVED SEALANT ^' ^ "4 WEATHER ✓E BARRIER & tARILY SECURE WEATHER CRESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06 02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as f ' in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 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 JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) M r�.narnrvv r vw� m.v(2) SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 1'-4" PFR PI -AN SHOWER SEAT WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID O NAIL BRAND OR EQUAL WEATHER O PROOF CAULKING SELF -ADHERED FLASHING o SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING 3" MIN - SELF -ADHERED FLASHING OUTSIDE CORNER g a W a U) W U W tY W o CD RIM JOIST 8 2 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 8 z SELF -ADHERED FLASHING PATCH PLASTER STOP CONTINUOUS BACKER - ROD & SEALANT A FLASHING 1 2 4 5 WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of 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 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 Ibuilding 1 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 ! Is 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 1 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 ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE 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 RELEASEHEESIVEASSHOWN) 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. -7 Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in clutters. d FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE III THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF)--0 -----0 -- DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS [ STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF - - DRAINAGE PLANE WRB BOND BREAK WRB ,'-SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or situ. caulk for all CV CV C= CV lV C_ UJ Zn -116 ._ C W ' o � o: ',. 4A W. E s c TY a Iwo a a ti E �o O- U 0 w 0 N M O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. e E o m 8 v y% W C LoIH N ID (h N r0 ' - LL U. I o b zm 4 a . 0 ' - hoc 63 m W UW Z N aZ d G N () Z W y ❑ ❑ a z�- z a J z rd Tru :7 w 'U m U V) U UJ J ® U o' �I • o N� W z M a Eo oLLz® ZE F- @ �i Mo°14 oa o mo ro CO a ZE co J 07 I w 8� ZZ ° °W W � UA u� wLL i LL N �k CID H yWy ZI6 f J 12 > Lo '' ^^ Y/ rn e c� Q Imo- N M J p CIO O Y r (((v��n�+ � N LO _M ¢I N LO '0 N Ln iri � N o z cc Z E r d a 0 _J a o � JOB NO: 22-06465 SCALE : AS NOTED SHEET NO. W P Mounting Bradwts (10 Gaugel 4112'x4i12'x2-12a 6K k CrOSS Support (May be cut to Mrs See art hor ST wdule 1 Right Stacket (16 Gauge) 1 F2a 0ia A32S (dim.) vOF'14Self-[ Ina Screws 1 asir AK Unit Bottom Edge rfkane Strap ! (Typical: 3 in front) Mfashers T Front Cross Support Self-locking Nuts (May be cut to W) Left Bracket (16Gauge) 0145elf-DrHingSitrews?hrusrdckets6 Back Cross Support lm A/C Unit Bottom Side (Typical: 3 each We for hurricane use) INSTALLATIONi' 1 4ascs ie maallatinn sapurpo ode act pmeaimi wlah aa<li Hutrirane Air $mW e T8ileai,S.d���tLDA� aaag4ik 4gro'a awptea � deli Florida Deparment of Business & Professional Regulation page 1 ill Bullfrog Codes and sffitldards 1a1er>m1 ProductApproval Application Detain dim emle er �! Bet mlarlaam Sri lygt vkshm asigagam Sent HDdMot411 a Y1killadmt VAM$d juagagad FACA rOV9 Abdicated AMR AlBrmdlos 2020 ltnsit Vern Products, Ina, NOW Grswm Hems. F. Nacre P.E Laeat Bastian P.E. 12/162020 42t1wom 1228M20 Ppprowd COSMIC. &mwuW Components (677) 441-e3N PE-73776 (334) 30 IMO 6ubCalegoy: Products hroducedaas Resuhd #OD*Muwnt.cam New Technokvy Cwr,Fl on" Meded Eve -fiaan Report I..* Floods RegisteredArdnNect wa Uwlsed Florida Professional Engineer _.. -,.._ OuSMSMninm Abwawdfer We AMFWM for Lke Jmyr loom Hod Preftailluds Pmrlgl Ggdrlao 1t110HIZ outside wdmz attfldot Propose 1 SmadVsm Model a1540-510 Doal Fuachar Flood end Ventilation Vain 1YJ12023 Yea Y. NA I W Ioo 2 &n~ Modal #1640.011 Duet Fund. Flood end Ven1a9cn Vain 1201loas Yes Yea NA 11Wf iW am~ amModel#1540-520 Instated Flood Vero 12031/2/323 Yes Yes NA 1ow"100 4 9mdVrd Model 61540-021 htdaled Flood Vent 121312ti23 Yet Yas NA f1WF1go 5 amen Vain Model1N54D5'24 16&oj?A; Gerson Doer Fkbd Vdrt 1203120211 Yes Yes NIA WA 6 SmtnVrd Model 011540570 Wood WWI lnMahud Flood Vent 12/312023 Yet Yes NA •100/-100 7 arnanVen Model 01540474 14.5aqud: 0amde Doa Flood Vol T201IJ2023 Yes V. Nus WA Floddo Department of Business & Professional Regulation Building Codes and Standards Product Approval Appllestloo Detail Page 1 oil 1114021101 Sage enm at no no terin g lugl rier droodaMum 2mlat8 FamertLwolo loogimm )(sLNK Htaalem FacAgwong AERMN moon Rr faun 2020 Dread Nth%. Inc. Jason ewmm 2so nary R. Pdes Lode, 80.160 P.E. WWM20 allow= 0114=1120 t onSW20 Approved Category: Rodho (5t12)303,1511 PE-74021 (334)300./800 aibGle"T. M" Retina. )shurnoteedimnse em CaMft%* INthed: EWtatbn ROW Than a Florida Rmrstgml Aruil&W are Ugased Fladdo Prdesslanal Engineer QUIRVASUZIMt AouruwEfor Use Agg!lre9i UM* OnDba gtmin AbDrexel MWI RO ed BvggseJ�ga SseaerLndaa.lmla InHVHZ OLMNOWAR aiggO Pnlat 1 -MR systems DUG,OOHS, DMG ISM, DMC tiles, DMC 2006, 12/312025 Yes No NA +01-160 oMG 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page2o14 JCS Version Maduractureir or EnorneariL4eruN Validated 3V Nw aatea 8ude tlatl FHC Aoorovod status RWWM 202q -nWm qM Corporation Steve Jaepereon Lyndon F. Schmidt P.E. Ryan J. Kmmpg P.E. 04M52= 12131r1020 04r12r2021 011015M21 Approved Category. Exterior Doors (800) 64,11 6 PE•491D9 (813) 7&7.8885 SubCabaorY $ memo Exterior Dow Assonribess sim mereonothenrwbu.- Compl mmal Mabiod: Evaealion R"rthom a An Fbrida. Registered Architect aa Licensed Florida Professional Engineer -.. Ammvad for Flee A88rovi d for Uso IMR" I oWri ii0a EgaiILC tleaal. Number a a18me g Contact parimen Date In= Qltgo*.NVHZ Him" 1 a. Themm-Tru Fiber• laseie and Smooth -Star Nominal 88e34,8 8quotlmpaptiquot Opaque 420112022 No Yet Yss WA CompoWh Edge Fiberglass Single Door (Inedn#KhftvAV: Xmn60Wrabo1) 2 o. Themr•Tru Fiber-C3asslc and Snooty -Sitar Nom1na188A3G;8 i quarinpactiquot Opaque 120112022 No Yes Yet WA Composite Edge Fiberglass Single Dow whh Sidelee(1) ilnaWrgiOutsa rig XO, OXor OXO configurations) 3 m Therma-Tru Fiber-Gteesi: and Sm ooll-Star Nominal BifQQB 8quohlrtpast6quot Opaque 12131121W No Yea Yap. WA Compodhu Edgs Fiberglass Doutda Door win w awmout Sdeites OnoWny0utaeirm X(or OXKG mnfiguratlana) 4 it, Themr-Tru Fiber -Classic and Smooth -Star Nominal S1UIW,,0 aquatimpact&quot Opaque 12/3112032 No Yee Yes WA Ccmpofhu Edge Fiberglass Sirgle Door (I OWSW ; X mMgwsaory 5 e. Therrro,TN r-tber•Ctsasieand Smo[lh•'J'ar ominal Nomma18aA3D0 agUctlrtpact8gtpt l0ptqua ,0 72r31R022 No Yet Vas WA Composite Edge Fiberglass We Dow with Odelee(s) gnsvinpiOulowng;. XO; OXor OXO codguptleM) 8 fThemlu-Tru FlMr-Classic wd SmoolhShur Naminal8a#gg;08quatirrpactdqudt Opaque 12/3i= No Yea Yes WA Composts Edge FrbZaas fbuble Door win w wmotit Satellite (mavAnefOuaw4mr, XXor OXXO cotriigumiums) 7 p. Themr-Tru Fiber-Cmsak and SmgCh-Star NOunal 58AW,8 Jquotimpsot6quot; Gland 12r317202z No Yes Yes WA Composite Edge Fiberglass'Sigle Dow itnaw:irglOu4wig; X mdiguraUm). B It. Therma7ru Fiber -Classic and Smcem-8tor Nominal BiMV,B 8quatimpect64uot Wages 12131/2o22 No Yes Yes WA Composhu Edge Fiberglass 9igle Door with Sidelite(s) onaWnIgOulswrg, XO,OXor O)(O con5gurations) 9 i. Thermw-Tru Fibst-Oasaic-aid Smaam-Star Nominal SSM,,$ iquotlmpsd&gdot Glazed 120112022 No Vw Yea WA Composite Edge trglass Om Door vAth or a wthod sidsi sibs anawoglOuhuwirg; XXa OXXO cofigura sins) 10 J. Theme-Tru Fiber-Clasok and Smoother Nominal BSM,,0 8gwtin ectigtwt Glazed 1213111022 No Yea Yea WA Composite Ecge Fiberglass Single Door (InmwraiOultrA gl X comouee8an) 11 e. Therms Tru Flber-Geaslc end Strooth-Star Nominal s8,i WO ilquotlmpepliquot Glaxsd 12181r= No Yes Yes WA Composts Edge Flbarg "a single Door wth sadte(sy onawing/Oulewng; XO, GXa OXO cwrfguntions) 12 1. Therme-Trul Flber-Closalcand Smwo81.5Mr Nominal 880139;0 &quotlRpaet4l4ubt Glazed 12r3V20i2 No Yes Yes WA Composite fto Fberglaas Double Doorvoth or WthoutSidsitespris irgJQunnimlig)0(aOXKO 13 An, Themes-Tru Fiber -Classic, and Smooth Star NomNom ,8 dquot3mpsd6qugt Glmd Molded 121312022 No Yee Yn WA Open Composts Ewa FBregli ss Sinop Dow onsxinalOutswiig; X con iguia8on) 14 n, Themro-Tint Fiber-Claspic and Sm(oth-Star Nominal S&M8 agUot)mpaCIA41 t Gland Would 1213117D22 No Ys Yes WA Open Opmmppdaes!t1ee Edge Flbegiaea 81rrnqgpMt Omr vNth Glazed kbklsd Open Sideghu(a) tl"aairy/Outs no; XO, OX a OXO c..Aa-5ons) 15 o. Tumn-Tru Fiber-Classlo and Smooth -Saar Nomina188,1Q& l quoti psdSqu l; Glazed Molded 12/31/= No Yes Yes WA Open Composite EOge Fiberglass Double Doorwth or without Glazed Molded Open Siddiles (Invoirly0u4wigl XXor0)=verlfigurobsrw) 18 P Th.-Tru Firer-Claxwo and Smmih.8br Nominal 8&4%,& aquotrmpaglagW* Opaque 12r3lr1D22 No Ysa Yea WA Composts Edge Fnbery4es Singe Dow with Molded Open Sedoleos) onaving/Oubming: X0, OXor OXO configurations) 17 q. Thame-Tru RbsrCasasle and 9moothSmr Nominal B MW$ &quotlnmc*-t Opaque 12MV21W No Yee Yes WA Composite Ecas Fberalmis Doubts Dow with or Florida Department of Business & Proteasbnal Regulation Peg. i of l Building Codes and Standards 1a2m1 Product Approval Application DoW ram 20&.K m Mugs r10IC0ms .�la wtlasra uawnas Valwered OF l AmgQdg POCAODWid Amarovell am Revision 2D20 POTindustrlss Jena Anew* MerrFDade BCCO-CER haemFOeds BCCO-VA 1V1941020 10ram20 11fWA20 Approved Ctperlp E.W. Doge (941) 496.Ot W (786) 315 29M iWCahgmrc Skins Ealrlor Door Asedrbesp )meewssinpgnndusoreec compa-Mdhod: Cxmaetion Mom a Luang m' QLmftAtvzmn Aowevedto the Anorded for Use ka1ii, 921111111 a. �1mi lLtr� 22990 E om 9 aDD-b5T0(Lage Nadb la VW Stoke Gla. Door 414114ACH Yen Yet Y. W May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET (2o222) As required by Florida Statute 553.842 and Florida Administrative Code 91372, please provide the Information and approval numbers on the building components listed below If they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS IThermaTFu 11 A. SWINGING Fiber -Classic and Smooth -Star ON -IMPACT) FL20461+1 +67.0/-67.0 f 12/31/2022 Therm aTru Fiber -Classic and Smoath-Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38,7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 800018100/8200 #1105 8X7) FL8248.3 +31.01-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248,10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16 FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 C. FIXED Mi Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NiA 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardlePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 CA OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/29/2023 Ply lass USA, Inc. for Tile Root) POLYSTiCK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/3112024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 nsf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NiA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn, see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NiA 12131/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 _Weyerhaeuser D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-W30.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following Information must be available to the Inspector on the jobsite; 1) copy of the product approval, 2) Florida Department of Business & Professional Regulation Mae I d3 Building Codes and standards irM22 Product Approval Application Detall DW YeH14H martufaSWtst ins & ulleftser Validated by l(d( submitted FIND Anproval Aglarlived &iw Rwision 2020 Themra-Tru Corporation StoneJaspemon Lyndon' F. Scho*k RE Ryan J. King P:E 07r13J2020 07M2/X120 07129=0 1 W130020 Apprwsd CabBol)r; Ex�Enior Dons (B00) S43.7G28 PEA3402 (813) 757-MM Subcategory: 9rAling Exterior Door Assembles a)aspersmathemwtru.W Complldirm Method: Evaluatbn Report from a m Florida Registered Arbhteclor a LicensedFlorida Profeaabnal Engineer 1111"! Product Mddid. Number or Name FYadubtDeotlae Contrar2EsakuMm ten ➢l1J11kAHHum1l2a egammOsgLgm ARROLININL Oahu In NVRz M Outside ¢ HN IAHiGt Resent own Proteins 1 a. Therm-Tru Fiber -Classic and Smooth -Stir Nomiu168At9B8 8quotlmpactiquo; Opaque 1218112= Yes Yes Yea WA Compodk Edge Fiberglass B(ngle Door (InavinglOuhua(ng; X Configuration) 2 b. Thelma-Tru Fiber-Claseia and Snnoth,14tar Nominal 8&iRiQB $quatlmpaoA,qu(it Opaque 12/3112022 Yn Yes Yee WA COIII E$le Fiberglass Single Doorwith SidNlp(s) nsvApglDutswng )0. OX or OXO awdlgu aaonaj 3 e, Thaee erme-Tru Fiber-Cllc and Smoa* Star Nominal 88N99,-$ aquottmWdiqum Opaque 12131t2Q72 Yea Yea Yea WA Composite'EAps Fiberglass Double Door v t or without sedan (irwam g0outemna; XX or OXXO mnngurabns) 4 d. Therma-Tru FloanCleasic and Smooth -Star Nominal 8&Mo 5quotlmpsetilquat Opaque 12131r2022 Yas Yes Yea WA CompoateEdge Fiberglass bangle Door N5 e. Thelma-Tru Filer -Classic and Smooth4ther omeu1864tl38,08quoklm���) Padiqudt Opaque 12r31r2022 Yas. Yes Yea WA frlple Door Win Composite Edge Fiberglass 1,169M 51-4 0) 0rtsv.(nglOaar�ang; Xtl, OX qr OXO Cefing Urei0t16) 6 f. Themna•Tru Fiber-Clasab and SmoobStar NomdnalSWg;DBquotlmpsoiquot Opaque 1713112022 Yes Yes Yee WA Compostte EAge FlWigleas Double -Door Min a without Sidel)les (Inewingl0uhuwrg; XX or 0)0(O configurations) 7 it Ttlmma-Tru Fiber-Clessie and Smooth -Star Nomura, d& MA aquctimpat38qudt Glazed 1213IMM Yes. Yee Yea WA Composite Edge Floerglase Single Door omehrracubamrg; Xcenfpuration) 8 h. Tromna-Tru Fiber-Cisaieand Smooth -Star Nominal 6161f30:1 8allwtlmpodaquot Glazed 12131r1022 Yee Yes Yes WA Composite Edge Fiberglass Single Door wth Sdelte(s) (Imwingl0uawng; �, OX or OXO 'uot mrfigwatibne) 9 1. Therma-Tru Rber•C4wio and Smooth -titan Ndminal9t, I Bqug 'rri`: Glazed 12131)2D22 Yes Yes Yes WA Campo" Edge Fiberglass Doubts Door Y4th or wmout Seldwe (havvi glOutswng; XX or OXXO r"dill"atlbna) to 1. Therrna-Tru Fiber -Cleric and SmoothStar NomMel8a ;08giwttmpeotilquat Glazed imit2022 yes Yes Yee WA Compooft Edge Fiberglass Single Door (Inoairwoubwirg; X cariguration) 11 kTTarme-Tru FUer•ClwAic and SmsottShur Norninal SILIM08quotlmpectaquox Glazed 1213171022 Yes Yes Yea WA Composite Edge Fibeglase Single Dobrwtth SidNtb(s) orpvwndOoewne; AD, OXor OXO mnfl: etiona) 12 I. Thor a-Tru Fiber -Classic and. Smooth-Mor Nomiul a&MD & KOtlmpacmquot Glared 121311m22 Yes Yee Yes WA Compoe(hu F-dge Fiberglass Doubt Door vAm or vAthout SibIa1A (Irpwng/OrASKtng; XX or G)O(O configurations) 13 m, Thanrs-Tru Flbor.Ct"o and Smooth -Sitar Nommai allOW.4 &quatIn"C&quot Opaque 12131f= Yes Yes Yea WA ohm Edge Flbeglaas Stngts Door wth Bqu�Co Norflmped&qum; Skeahu(a) (Insvi gfWleviing; X0, OX or OXo confguratima) 14 n. Therms-Tru Fear-Cloula and Smooth -Shur Nomine18ta1WS 84uotlmpadiqueR Opaque 121311m22 Yes Yes Yes NfA Composite Edge Fiberglass Double Door wlh &quothloe-Nrpmd&quot Siclafts oneanglWleAng; OXXO confouragon) 15 D: Therma-Tru Fiber-Clowicand SYilmti-Spar Nominal 86a1G P Aquot(mppodquot Opaque 12J31/2022 Yes Yes Yes WA Compodhu Edge Fiberglass Single Door with 84)uo;Norrlmpadaquot Swelim(s) (IrgiOutsNing;.XO,OXbr opnagurartiorie) 18 P. Therma•Tm Flbar•Claselo and Snwoasl3hur Nominlyw 1213112g72 Yea Yea Yea WA Compoe :Edge Fiberglass Double Door With 8quotNon-•lmpecl&qud; SMelBaa(InsalrglOulawng; O)O(O configuration) 17 q. TMrma-Tru Fiber -Classic and Smooth -Star Npsd&quat opaque 12131rXIM Yes Yea No WA Composite Fangs Flbagisas Slop Dow (InoWnet)ulawino Xeortfip 0111) 18 r. Therm-Tru Fiber-Classio and SmoSrShur Nominal 8arM3e8&quothlon•Impasequat Opaque IV31t2028 Yes You No WA Composite Edge Fiberglass Smak, Drew wth swdtele) (rngtOubwA g; XO, OX or OXO 19 a Therma-Tru Fiber -Classic and Smooth-ftur Nomigi1a18& ;8 uotNon-I are 12131= yes yes No WA Composite E096 F�beglaas Dons v vahout Sides" (ubwinglOutmAing; XX or OXXQ configurations) 20 t Thema-Tru Fiber -Classic and SnoohSter Nowe18dA3g0 & iwathion•Impao3quot OPeque 1213l= Yes Yes No WA Composite Edge Fiberglass Single Door onsairngfOubvv6ig; X configuration) 21 u. Thmu-Tru Fiber -Classic anddSmooth Stir Nominal 8&M.0 &quottlomlmpea8quot Opaque 12f31r1022 Yea Yes No WA Composite Edge Fbarom Single Dow Wth Sided e(s) omwinglOuteMnO: XD, OX a OXO conficuraamal 22 v. Therm Tru Fiber-Ommieand,9moobiS4r Nominal BLM;Diq okNarr-lmpad&quot; Opaque 12/31r2032 Yea Yes No WA Composite, Edge Flbergaas Double Door Win or wdhout SWeliles OneMnalCu[wvin0: )O(or 0)%0 configurations) 23 w Therms-Tru Fiber-Claesie and Snrodh•S4r Nomnal e8#MA &quakNar lmpad&quot Glazed 121311=11 Yam Yes No WA CompaWhu Edgar Fibeglsss Single Door onsvtir�KlubN4ig; XooriBgurabon) 24 IL Thenal-Tru Fiber -Classic arq SmodhSlar Nominal 88 Oth iquothlorO pacffiquot Olazed 12131*W Yw Yes No WA Composite Edge Rbagimae Single Door win Sad Im a) onswinglO dmAf erg; XO, OX ar 0)(0 cordigurabons) 25 y. ThemoJru F@er-Classic and Smoom.Smr Nomiu1881r311;8iquatNon-Impad&quot Glazed 12031/2022 Yes Yw No WA Cumpoe fe Edge Flbwgua Doubts Door win or v4moutSideltes(InsaiglOutwi ¢XXcrOXKO configurations) 26 z. Themm Tru Fiber-Oasse and Smooth -Shur Nominal 8&M:O iquothlon irripaor8qudt Gtmad 12f3lr= Yes Yes No WA Composite Edge Floergless Single Door o nswrglOalswi)g;. X omfiguraa on) 27 ze. T#nerrna-Tru Fiber -Classic and Srricdlr:Rtsr Nominal8$ :08quotNm-.I quot dated 12131= Yes Yes No WA CompoataEdge Fibe glans Single Door With 8t:: s) (Ins) XnswrgAswAN; XO, OX a OX0 mafgura6o 28 At. Themm-Tru Fiber -Classic and Synod -6mr Nominal fIS A&quothbnl quot Glazed 12t31r1022 Yes Yes No WA Composts Edge Flbargleas Doubts Dow W m a without 9ideohus (hsMrgfOuawang;)D(or O)%O mnfguraions) Foride Depadmand of Business & Professional Regulation rya I d2 Building Codes and Standards is mi Product Approval Application Defell sags H,ava no an Hemming W Mois Ydag rarpulm h tmalmt ioginuD&Li�et Yaa.eg..t YagYW ill ABCAmmQ1 haulages A" Reardon 20M tit YAnddwt and own Brerd anrger Luis Roberto Lomas eleven M. ualch. PE 10911I2020 /a0Br2020 1011902020 12152020 Approvad Gloppy: Eaemw Do" (T171385.3300 PE625/4 (717)317-0454 MC4tegory: Blidog Spurner Dar Asson"es bdtlhpsr�mMl.pom Corrplamcs MWhoa EV&Won Report tan a Flodda Raydared arnwd qr a Licensed Florida Preresdorld Endner . , ; Pillallaialiiandudo , . LAffiICaid - AmprovedforUse Abstained WUss Ig" Dodge And produd Modal. Nuebr or Maras pip Ste[! LLII)Hli Cubits Km Ruspow Pmain 1 SERIES420ALUMWUMBGD SERIES 4" ALUMINUM 900 OXO 1201)2024 No Yn No WA 146-3N8qudx808god; NON -REINFORCED 2 BEPIES42DALLMNUMSSO SERIES 420ALUMRIUM BGD O)L XD, XX /20312024 No Y. No WA 966gndara0aquat NON -REINFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED DXO 1=112024 No Yes No N/A 146.3/48qudXMqud; • 9FAES 420ALUMINUM 8(10 REINFORCED BERIE9 420A LfMMV M SGD REINFORCED OX 12012024 No Yas Nc WA X0. xx98agndX9dIpqud; 5 SERIES42oALUMNUM ow REINFORCED . SERIES 420ALUMINUM SOD REINFORCEDXKK lZ0120124 No Yn Nib. WA 1433quor;xp83qud; Florida Departnerlt of Bushiest der Profwslonal Regulation Pop I all Building Codas and Standards ta2aal Product Approval Application Detail Sao Him no gat 202miam an Must Y*mm suldl am comes lmamLLueem Yo1lYtotat Yd*N PIICAmaaad iHlg. ReAWan 2020 Wsr lool.49 cla0. rOvahmd Door Dwayne Kxmeh John E Scats JIMWP.Arsasm. P.E 1WI22020 OV222020 100W20 12M&?020 Appread CorpaNim ($30)783-6121 PE-91737 (904)821-5200 Cat-2DW exterior Dona diomlell@wama-dttltnt 6uhC01.0mr. Semanel Extalor Door Aasarbns 01A C..Ml atlsmod: EVWuWbn RAW RM a Flodde RW01modArchteota a Udanssd Florida Pfdsed" Enterer AMMMLMLVM AMMMUZUR loos glom aw t oHmJo$e In mwz ouma dfi Rollout PralMle 3 80roAn10a82Wat10S Slim: Mo. Wish, 148m; Max haldn. Chit 1213IMM3 No fin Yea +31.00:35oo awlMbie In !de or ieteeiwdld► sedbn. 10 80bmill 1200 pi123 /"M, Map 'AM, 144M. Max holght, 0180 g I V312023 No Yor Yet +30.00P33.90 twlMbbm tss err Inbml4dlUs section. 11 W00e100820001124 tslim. Max width. 1411e0ge Max height. G1aarg; 12131f= NO Yea Yes /34.4008.30 V4118Ns In to a Inteansdlde section. Fiorillo Department of Business & Professional Regulation Fate 1 or Btdl6ng Cates and Standards 1812021 Product Approval Applleptlon Detail sale IIN.Lair no an am Panama dart& MM a VeMon argeassi L Sm m EnamseraLA•mse xdwmm �c � ss" FaCAmmgl ddgggnd lea¢ R... 2020 Carlos pNNan ofAADG. Inc. Tan Raw UL LLD Tray Bishop. P.E. 12MG2020 12011101020 122120eo Appraad Glegany: Enae dir Dons t64114ol-2613 f954) 647-0590 lubOmsgory: Extoller Dow Cprpomemt lam.rewy(aowablq.e. comp laints MWnop Collection Nag or Udaig m ctllL�lrgr DUdty Amursrol Aaerawdfor Use Ams,EIad,lertha lam Joy" Hand e0T,t Eradu 0 1, HI HIZ Au this m(ai 9� Emma 1 701,723, TO.757:7",, end b4l Shgbend Pats at Flush, Owed. And Louvred shgleend Pairs of 12012b20 Yap Yin Yes WA Does hollow meet dates. Florida Department of Business & Professional Regulation pate 1 qrl Building Codes and Standards 1E2921 Product Approval Application Detail Sit Resin r ale two eta Pending Date 1011 V"- It naW6 Eg.orGtliaBm lowd [ YNWM MAMM FBGAmmvd mg@>mg RAM Revlalon 2020 MI'MndaNB and Doors Brent winger American AfdIlMdurel steam M. Urkn. PE I IJIV020 11n7M20 11WAA20 Approved CUagery: Yen40lw 1Ti n 305-3300 ManuNobren A,.bM an (717)517-e454 SubCdegeryt aige Hung bstlnae'girdwd.ear, Compliance passed. CenNodoo MN9 or Using aim BM Hm! HadiL Makwor Alsom Pftd& DOWMDBW d.Eheri bat b.H10112 OL"&liHli HN9119owd t3ewn 2 185 8Ii 52Y72 FINFlngt Forms IWSG 83191e Huy 1(VOINI 3' No Yes No +60c60 Laminated Glass N N NO-� 2 � L � O 0 .a CU A♦ CUCn O O c O O W C o O LaL O CU .0 N 'O O " O iZ CU -0 .- Cn Q a Z Z W J C t:V CV -o N 'O W 0, O (n O V N m x C UL CL. r0 G r_ 'O CV Z y o lea m ]G Q. t tit Z +. C 3 cc 3 tip V W W C G o d V O �M CID O L� O L U O L CL C0 CU W H O LCU W Q W z J z Q J SHEET N0. PA 1.0� Florida Department of Business & Professional Regulation P.Opsais Building Codes and Stands ids lra=2 Product Approval Application DeUR 22ft gifiltil 0 2112, gm Rdilramilng 20 Ism Vendors jbiallagUm 229= Restrainer 8, Licanse xwwmlam =ddid submitted FHQ AmmmM A,DmvW AMU Revision 202D ThwrrwTN Corporation Shwe J-panscri Lyndon F Schmidt P F Ryan J. King, P. E. 1=7=1 09118=1 1011=021 112.0`15*021 App-ned Call"W Weller Doorw (800) $43-78M PIE-4340101 (at 3) 7874M SubCdWrkr eainging Edlanor Door Assembfin stwelsorothermstru.00 OMpIM4*VWMW: Evaluation Reportfiranno Ficride Registered! Ard*W or& Licensed Florida Prolsomorwill Engineer Approved for Use =a ROM MA Roduct Mod*L Number or Aleme Priziluct Description contmdt Exappon paw to HVNZ Outside KVIQ IAMMerAt Premium I a Themwi Fber4lassic and Smemoth-Ster Nominal OWWO 8quot;Nori-Impactiliquot Opaque 12ml= No yes No N/A Composite Edge Fjlwgkm WISIs Dow (InvnindifOulanving: X configunwhon) 2 b. Thenne-Tru Mber-Classic and Smooth-Staf Nominal 6&Md SquatNon-ImpactiLquot Opaque 1=1112= No yes No NIA Composite Edss Fib"Isas Single Dow vft Scars"(6) XO' OX W owft."un.) 3 a Thorna-Tru Fiber-Clasaic Suid Smeloth-Star o"que 12r31rZ= No yes No WA Fiberglass; Composite Edge Double Door *0 or vvithok Sidelines (InsvitriplOviewintl =0 corfturallionQ 4 d. Thoura,'Tru Fiber -Classic and Sinood -Star Nominal 784*0 bituctNon-Impsnalfiquot Opaque 12isl/= No Yet No NIA Companies Edge Rbarglan Single Dow (ImmingiOutswing; X coriffilutardw) 5 a Therme-Tru Rber-Clawato and Smocith-Star Nominal ?&MO Squi*Non-Impsofflultuat Opaque 12/311= NO Yes No NIA Composite Edge Fiberglass Single Dow with "We) (Insving0uhsairs. )T). OX or 0XO 0OFftUMUQ* 6 1. Thernme-Tru Flbw-Clemic mid Sirrooth-Shar Nominal 5&"WO&quott4o�Impoe0quat Opaque 12/3112= No Yes No N/A Composite Edge Fiberglass Slavis Door X configuration) 7 g. Themse-Tru Fiber -Class and Sintood -Ww Nomrsal $&#N.Q&RuotNorhnpncftu* Opaque 112131MOU w Yes No NIA Cornponaft Edge FibwWm SaIgler Door with Skilefile(a) emisainglOutienvig; XO, OX or 0XO configuraborne) a h. Thamns--rru Fiber -Classic and Srivath-Star Nominal B&ONO SiquotKon-Impaddquot Opaque 11213110= NO Yes No NA composite Edge I'llessigism Double Ow Wth or Without edofts (IftamriwousevIng" xxor OXXO owitsurstionte) 0 L Therma-Tru Fiber-Claselc &-A Smactli,-Star Nominal 09M8 Al4quotNon-Impac3quot Glazail 12131= w Yes No NIA Composite Edge Flbwglms Single Door anew"olouts-sing; X configuration) 10 � Tbarnw-Tru Fiber-Chassic and Smooth -Rat Nominal 69030.8 &quotNon-ln*ocSqL4t ri- 12131112022 No Yes No NIA Canpoeft Edge Fiberglass Single Door oM Sidel" (InaveirgrOudavArg; XO, Oil a DXO configurations) 11 k Therma-7ru Fiber -Claws; and Sirwo"tar Nm*W $&M;S SquctN9n-Impwt5quo� Gimard 12WQ= No yes No N/A Oornponift Edge Fiberglass Double Dow vwth or WOW Sidefts (InsevengfOuteaving; XX or OKKO confliguraffons) 12 L Tlherms-Tru Fiber,121sesicand Smooth-Ster Narninall 7&M;O&quotNon4mpaoSqucf4 Glazed 1213ir= No Yes No NA Composite Edge MbwWm Single Door Onerwrign0whimaing; X 13 7h-.T. Rb.,-CI-W.-dSnm:otNSIxr Nominal Glassed 12,31rAM N. Yes N. NIA Composite Edge Rbwgkw Single Dow vAth $Mal**) XO, OX a OXO oonfiguakebons) 14 n. The"no-Tru Rliew-Clainsic and SmaM.Slar Nom" SAM,,O &quatNorimpoeMtpo� Glazed 121W2022 No Yes No NIA Composite Edge Fiberglass Single Door OFAWMgfOt4WAft, XCWIOUMUM) 13 o. Themon-Tru Fiber -Classic and Strointl -9w Nominal U#NOaquatMon-Wwotdqut)� Glazed 12131101= No Yes No WA Composite Edge Fiberglass, Single Dow wAth Sidelfte(a) llmshlr*UttwOng� XO. OX or OXO contgurations), 15 R Thermo-7n; Fiber-Clessic and SnIcalth-Star Nominalm ;0&quo1;Non-ImpQct&quct;GWW 124310= No yes No NIA Composite Edge Plenjass Double Door %,ft or Y&W Siddites OnsaniWOuts": XK or =0 configurations) 17 q. ThenmwTru Fiber-Chassin, and Smoolh-Sher Norninal Opaque 1Z31Q= NO yes No WA Compost* Edge Rbwglxo Single Door Wdl Transomitmeni ng; ON configuns" Is r, Therma-Tru RbetwCkeek, wed Sirlsooth-Star Nominal 8111N, =quott4on-Impactilliquot; Opaque 112131r= No Yes No N/A Composite Edge Fiberglass Single Door ft sidwitan.) law -r- GoSa. OFOX or OSOX0 wringumbors) 10 9. Thernlin-Tru Filiber4hessic and Smooth -Shur Nominal OWN;$ liquIcItNon-Irritiadliquot Opespit 112131112M No V" No NIA Composite Edge Fiberglass single Door vM SidWkm(*) XO. OX a OXO Continuous FWW mid Oil achilituratters) 20 t Therrms-Tru RbeiCiamelle and Smott-Stim, Nominal 89M,0 AquotNon-Impsollquist Opaque 1213112D22 No YM No NIA Composite Edge Fiberglass; Single Dow with Sidelien(si ornmaingOutowing;)OD. OX or OXO Continuous Hood ard 810 corfoulisticts) 21 u. TheurnisTru Rber-Ciessic and Smooth -Star Nominal Glazed 120111/= No Yes NO NIA Composite Edge Fibenglaw Single Dowvift SkWWc) VnsWrsWOuWA4rQ; XO, OX or OXO Continuous Hand arid Still wrifigunstions) 22 v. Themns-Tru Fibler-Clamiq and Smooth -Star Nominal 8WW;0 &IlucitNon-Irnpleasequot Glazed 12011= No Yes No WA Composite Edge Fftrgwm single Dowwb Sidette(e) InswrigifOutsiving; XO, OX a, OXO Continuous Head and 511 conligurationg) 23 w. 71hownle-Tru Fibef-Classic and Smoollin-Ster Nominal 6601 IliquetNan-Impectfiquot Opaque IN3111= No Yes No N/A Composite Ecills Fiberglass Door PsmolsvAth Vented OKMW*) �nwhhng*utwwwls; M XXX or XXKK visifturdons) 24 x ThemnwTru Fiber -Classic and Sirooth-Star Nominal S&M.0 &quckNon-Inr;;md&q4ot Opaque 1213laW No Yes No N/A Composite Edge Fiberglass, Door Panels safth Vented SWWks(s) 0 nowngtOutevaing; )0( )Oa or X"m conligunrlimmi) 25 y. Therens-Trul Smooth-Slar NorfArA[GLIM�tg&quotNon.lff"$&qu*t Glazed 12J311= No yes No N/A Composite Edge Fiberglass Door Panels mft Vented SidetWo), 0nsWrt9KXdawro;)D(-)00(or)= configurations) 20 x Thenne.-Im Fber-Classin; and SmoothwShur Nominal 81U13R;0&quoi;NwrIrnpacAQuot: Glazed 12131W= No Yes ISID N/A Composite Edge FMergMm Door Per"vft Vented Sidells(s) QnwWnWOubwvvWV, XX, XXX or XX)DL cwftumsmts) 27 za. Theirme-Tru I'dw-Classicand Srnood -Stwr Nominal 080:90:8 8quistNori-Irnpalculliquot Glazed 121311= NO Yes NO WA Composite Edge Fiberglass Single Dow with 380310,11) Side)Ws) (InsmingtOutenving; X0. OX or OXIO oorn"Itona) 28 zb. Thermo-Tru Fiber-Clagalto and SmootKelter Nominal SLIM:$ &qLctN*n-lapact&quat Stated 121311f2022 No Yes NO WA Composite F4a Fimllaw Doubts Dow with ft"99 Sidefiss; OnnavinalOubirvii-iti; O)W configuration) 29 Thartra-Tru Fibor-Clanall; and Saxiolln-Ster Nominal NMO "NQn-ImpeollitInict glued 12f3l/= NO Yes N40 N/A Composite Edge Fiberg" Single Door with S&MD Sidelleel OnwohnitOutawng; XO, OX or OXIO 30 zdL Theerna-Tris Fibor-Chimmuc and Smooth-Shar =rU-A:0&quotNon-Impw*Au0t Glazed 1241t= No Yes No NIA Compowas Edge lCile"Ises Doubts, Door with 3LIM;O Sidellwas OXXO t= =guft17 31 Ze. Thomm-Tru FiberZ40=11ciand Smooth-Vir PgquodNofi-impsoMqUO�ShokK 12;3112= No Yes No NIA Simew Composite Edge Glazed Fibestitilass Single Door Yft a wdxyA 1&#U;2 Sidelita(s) Onw4noKXtraiV,XCK)(OorOXO=v%umbons) Florida Department of Business and Professional Regulation Building Codes and Standards W15/2022 Product Approval Application Detail FLN5259-R31 2991 Enfl1tv or Da =21 9= 20 0111111 TkK Vibration Manufacturer Cc Engineer A, Validated Validated Submitted EWIM ARREM�W Approved Revision 2020 POLYGLASS USA MawyAlpK Liven" John W I OtMOM 1012=20 FOC 121FIM2020 Carbagonin. Roofing S95M3133OSmolpertapolyglass.corn Robert Nleminen Knexavich, PE ARREM111111 SubCallogtory: PE-59166 (954) 772-8224 1110112020 Undsulayrrielift compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Ucensed Florida Pnifessionall Engineer FLA62111111,M11 Products 9UN&A�ob AMMMOK11ft Product Uo"x Nurnber or letrociuct RittIman - InUM ags-auiEwo Awatmidlat UN below Resistant camm Fir -An Polyglass, R*of Undallsyments R*Olng underlaymenis WTI= No yes NIA *WAI-MZ 1 Pciyglats ROO Undeftymoft (HWU) POWs" real UrA~CM ftr Use In FBC 1Zl`J3r2W yes No NIIA NA 2 Pwyoass Row unoleftyments ywort-Hv� Potlillass rag undefloyMWft, lipr Use IN 1121123MM No Yes NIA Nwew ITC non4i*a jurisdictions. I Pollrom Ronct Undeftyments (HVHZ) PoWass rW underisyments for use in Fein, I 2f2w= Yes No NfA WA HvHrodomore. 2 Pollighiss Rocif Underlaynents (nqn-H%q Pol"ass; nadir urlderltymants, for use In 127V= No yes 1,11A Nw'=6 FISCrIm-WHIZMadiodons. I Istilyglarss, Roof Underlayments (KWZ) P*alsts roo' urWerilaw wits lot use In FBC12(2W= yes No NIA WA HVHZ jusiss"ons. 2 PolIrglass Roof Underklirreents (nan-HW!Z) Pailligiaos roor undellsyments, lbr use In 1 =3= No Yes NIA -OWN-W1 F8C, mcn-HVHZ juriodkborsa. I ftlyplass Roof Undellayments (HVHrjt Pallyslass real undemenrients tr use In FIBC 12I`23=3 yes No WA WA KVHZ jurisdicions, 2 P*IYOAG% Rod Unchulkiliments (ndr-HVIR15 P*Wa" inxif urriclerionen", for use in IM NO Yes N/A -NW� F13Cn=4�VHZiudadW". Floods Department of Business & Professional Regulation Pass I a; Building Codes and Standards 100=1 lartaclud Approval Application Deftill 2ok ads am, Data plandbas aft zm version allisdiallux 9wha wdm&" mom bmftd Fee Asseenal mom3ad 2D2D Ill Inc Fjm VV*Idon Evskefficer Soviet. LLC = Evaluation service, DBAIM21 08MOK2021 0002=21 Awaved cantow. Sunshine carnpose 195211606-84215 I.I.C. afficatattow Thust, Plains linnelderighli.- 12051599-SWO Canninflame Wallace- EvM=Icn Report from a Product 0.1.4don EM1111 Am Product Hildel. Number or Sam QuWftAsunnet Product castration ContractRaindmilthichas ACWWW for Use Anarolibill 111111M outside for Use MVKZ 10111013 Redatmt 92mm Pressure I MIDAHa 14 go, high stmingid, have cominalor illais 1213ir2ozz Y. yes NIS WA 2 .8 IS P, Super bign Shallowness tormsmor pigs 12131= Yes Y45 NIA 3 Mi is 16 ge. has commindar III* Q$31=2 Yes Yet NIA NJA 4 MIT1814s IS lm� high simsoth truse, -do, plate 17012022 Y. Yen NIA WA 5 WIT2" 20 at high stragall trust toreador plate 42131=2 Yoe Yet NIA WA a ILls. IWTIA is go. truse cohnsotat Ott. 12131=2 Y. yes NIA WA 7 TI.20. MT20 20 9L Uses isannestor "o i2rjl=2 Yes Yet NIA MIA FWde Department of Business & Professional Regulation PaRk I di Building Codes arid Standards IM021 Product Approval Aplillication Diall 20 291 am OdLaw" aft 111a Walsh manum=w contact vammed San Ydbam stoma FBCAM AoKmmd so& Affm"@M 2D29 POTIndustrift Jan. 1111cloweld fleco - CER Mbrrd-Od. W= - VAL I 1ASOM IInwM20 11111 M2920 Approved company, vyindems, (041) 46"100 (766) 315-2910 LwAftoorr. M4. Hung CouW�MdMM: CuNDOw Mark ar using me inammealfu. MUMOL 21M ProdUK Mdft Product Dbwmodw In HVMZ oubddo it" modest p� 2 SINSIN (L*ro* 114selia inmpci) VINI Deal. �Iug VAndda, 07/30=5 Yes, vs. Yes PIAA Floods Deptafted of Businsew & Professional Repiadw Building Codes and Standards Product Approval Application Detall ismiplal ta=l Cob Eld& ac as am 2dLatma no mm Wisim 111houlaimmir carted! linsinnerlillUcensa validated By valideled Aga" I= A-raval Abarlmhal AMIrrialkin 2D20 RGIrindudriat jasis Rommel 114.1#00de OCCO - CIER MA"*Mft SMO - VAL 11,05024 il"M20 1 1A IM20 Apphoved C$t*pW. Y#Ind(mQ (041)48"100 (786) 315-2590 IllubCole9w. Read Ymonidi2poUr4owjto%c C"fierele Odbod: CM111101110ft Manif w uniting Carl awaLa� amffanuwmu haEgELts" bill" 2aft PrdL,4MWdftb,,N- Product D,-iW- 22&NUW&diQmbm In HV14Z oulaws H" Released Inialwarni 5 I'Mmo (L." Idimalk, laqtl %tral %ad Whdow, 044"025 Yes Y- Yet NA Floods Department of Business & Professional Regulation Pass I Oft Building Codes and Stitridards 102221 ProductApprervidi Application DeUdil SM Re ask Emllmdm IVA mm y.'suen laosagm 2oug gmaoRKAIN� xdwlbmm INW" DAMM LW.AMMNL humud a" Slavlaish 2020 Jun" Hards Building Prodwals, Inc Chad clads V. And" Tan Johnoomwd.P.L 0110516V i2ti4f= 61AW021 dal; FOC App, casslaw. Penal Man (90M 545-03H Pi (352) 367-252111 S*CK*WW. 9drn; fted.d1ordwo-hard cwoulncs awma& eneduallon Report tom a FWdMR09WAMdArchftctw$ [Jamined Ponds P'sinewoms &4*,QK GLidft Assurance AotoVadf"U" AoWovod far Uss, am Roo it" Fm&-dN*m.Nmbwwmm Prodinal DAMOdONeft cansw mm*mm 20 in KM Outside HVKZ assistant Presmans I Corrinled Lop Siding ib--.t l.p sift 17)31)2= Y. Y- NIA WA 2 Hand.Plark Lap Writ lb--.t l.p siding 12*11111323 Y. Yes MIA NIA Florlift Department d Business & Professional Regulston papiri Building Codes and Standards 109=1 ProdUctApprovall Application Detail Florida Dapsillment of Business A Professional Regulation Building Codes and Standards Product Approval ApplItcallion Detail Page 1 all term ;M MAY at mil. an DK* Palestine Do I= im3w mulailuz GEM imlauLLUMB Xddd" Xadtd jusediad FBCA-Mla Agaguet San RWAMM 2020 he "ad"$ and Owl Orem aftire" AnItiloon Archt*OwW Steven IS urich. PE 1=111,2020 IMSM020 lansw2o owastiew: who" 4Tl?)303-3300 Allewftentunniftwirson (71701T-6454 Sub0switarr. Harbortal show bsnungnitt.md.corri Congress" Method: CuMOm Mad; ar LA" CkOHN Assurance PAWWAdfOF Use AMWO"d for kmwd 29dw &&A EMAELOnglow fOutigAakdimLM 1. low 2agAim RUN" E3� 1 F I **nl Ig -wF -im an 73.92insulded4ames OW111,004 Me Yes NO -Wa Florkla Displotment of Business & PrdaWoftW Regulation Building Codes arid Standards ProductApprigivalt Appka"on Detail fteelorl 1104=1 ----------- aft 11111 2&ZM" gas, 10 V..Wn millaistam chased End-& 1jewaso vaildidnal a. b� Submitted Pao Illsonalell ADCMbvd gldK R-Sion 2M MI Wndwes end Owe arent aftkw We IQ Lormej Pr stanw" a IVA. PE 110)(Yarlm WHO= '10110M IVISM20 APPn)vW CWW. InAndime (717) 366-3300 PS-62514 (717)317-864154 &A,C.t.ow. l6lumove beelnownermeni.0ors compliance MOod fivalusion Report torn a Morld, RegidwiniMbilent We Licensed R.,ldle Professional Entine. alowLansom AgglgkUKIM ARMMMNJWdft OW 2NIM gookmajuslooLmi 41111= adwaLm gubw amumi ft�7.1 'Velleal Aluminum Mullins 12011=4 Nar Yes Yen WA riorids Deparkinerd of Business & Profosslomid Ribluitillon Pn;a2.f2 Bull ding Codes and Standards 108=1 Product Approval Application DIIIIIIIII 2111111111111 ONM or an au DOW P1WWKW RIM mm 3w3m mwutmmm ros" &XkkkKAUMM Militia" YAUW itutolistall FAIC Amassed Aliguesta X" Renew.. 2D20 Alside Nice Thompson Lyndon F. Stalla0d, RF Ryan 1 ", P.E 02rldM21 =50071 CZ=021 (14113W21 Approvild calsew Penal Want (330)MM89 F&43409 IS13)767-swis sudsca"Row. so% ilth-psontindsid- Cm*[~Ndlha* lizedualuan Report Acm . Lk-driluldn Promotional Engense, AccrevindilorUes Anin-Wor, Use kna RIOS am* Present Moot 00aftwor tam PF." V-MW- Christmas exande" ROA WL1W ouhhb WHE summers P-. I a itsia2TAquat Soa ventorSdIIII.W&M IMI=3 No Yes No N/A 2 t, lkauctAlWat" T4kuct:aam Vent or Shild VW sent 12MIG023 No Yen No WA 3 c, liviudGrawbrarYintegs, BoackidAM: Vent or Schd VW SOM 12/31=3 No Yes No WA 4 4 &Wdoswclt seat votarsdidViNfift 1241AID23 No Yes No WA . aq�dghwler 0.4qual; San Vent ar 8.110 Maill Sam i2)31=3 No Yes No WA f &q.&,Djw Spa"quct; Saflit V.4.8didVirrvigafilk 12131=3 N. Yes Na, NIA Florida Department of Business & Professional Roquiation Plan I Girl Building Callas and Standards faml Product Approval Application Detail saftff cm PNNIM Entity ar 11111h, Palms- mm vansion itsisdiliam amm iadmuAlimU M96ma Yd"d hkftd Fac hmanat AMKUW ada mu Version maxast" 9909 ladmKAAM NdWM" Xdo" "Muld Fac jusn'-w AUMM mma ROVISkin 2020 TAMKO Illuldleti Products LLC Karl fidw Robartl4whiman John W. Kneseft. PE 10M40D20 OW290020 10AW026 12MSW20 Approved Renhilion 2020 I.M. Thai oft . Ind. dis Thompsaft Architectural Tafty Chinilman Zadievy R. Pt" Stavern K Urich, PE can rr= 0911102020 1182=11211 12nW= Approval compiler. R--" (41?� ON-0044 PE-59166 (254) 717-19224 MidWsOWWoyt'tAMO) (613) 248-34M P&74021 (717) 31?4454 sub, If. urelardwynard, 0rrI_WwQIwrft.ccm c�M"W. Roma InhAtionsdalcollinscom CWVMnos kMho* Ewkjsflm kport toM 8, "OMOWrr. Reading MolasVism that Me an Ross, Registered Architect or a Unarmed FkwWN lnt@VV Part althe Reeling system Complain" Method Evaluation Report Sam a Pnolwasiand Ersinovir Rallft Registered Architect or. U-sed Reside professional 8%&w produck omacdo&n I, outside RM Reallinall pm� Acuranshallarillas AmproWlarUse am 2kdm 1 TANIKO Roof Undisdailmonts (WWJ Red undodaymards for in F SIC HVW Yes No Nhk WA Mal ME "VeInt Product 0,-kd,, ra2malonouLm InHVhE 2UNOLd= jusuala Plate- jummacts"s. I =.M:= with Base In, Tis 2S 9L side roafvaAklw with basis 0010011i Yet Yes WA WA 2 TAMKO Roof UndoWymeaft (HOWHWU) Rodunddayoneds W use In F&C nm44M 0&2w= N. Yes Nhk WA 2 TASIC00cominneskYwo 26 9L O91=1100 No Yes NIA -01,52;5 jurisdictions. 3 TAMCO 00-Ridge, Rod vent wish Wait 20 I;L stallo madvor"or willalmlegrated baft 0900012W Yes Yes NA WA 4 TANICO Raind Top 0%4WV Yardad1h Saft for nie 20 ga. daft tWv"Wor wt& Iniffile 06,1011121126 Yoe Yes NA WA Florida Department of Business A Professlonal Regulation pig. I of 1 Building Codes arld Standlinds infAz Product Approval Applicalloin D*Wl "a &Mvm au Mo Do rmam an MR" awwahm gim AMINLAUMM XedmiLk X09" namm FMC I'lanneves lom 2020 L&-W KWN Js% Jamen L Had.". RE eleven M. Uddl. PE I I ri 11=0 1 w2srm W294213110 ning FBC App, Catattlar. posing (5011) 034103 PE-31242 (71`70317-8454 :=W.R*WMAc.-a."wo.n rtafthe Rooffingeown CoMilwaNdhod:M4MiMionR I Some FlorWaRegidendArchftd"aUmftdFWida PrOessionell "new Anisiviled for Use ApbnVM IM L%m mmed RWM mg amudlowaLwama 1, WE olewda KWHX Alt" premiums I D.6-41 M4 or'TRI-9.11t Dwa-Ai, DA-4 I- Profile, Pntyprapylve. Pl.mk, RW VisIt 12MOMMS No Y. Mo -9?.5iLW.5 Mechanically Altmilied is Pliwood Date. Florida Department of Bushm & Professional Regulation Pines 1011 Building Codes and Standards Ir"22 Product Approval Application Distall ago 20 Qdis Dow Pandinci no Version modumeum contact ErAmmor S, U0#W Vailclgad wliewo Submftd PINCAPasovell Avionsvied Revision 2= All Arnerican Studer; and Glass twilksBarplarl FmakL. Rannado, RE Troy MOM. PA 10=020 10115r2M 1lAw= 12M&MO Approved Catogerf. SIVA- (551) 712-HU PE4)D46549 (954) 947-0880 SuliCallial Storm Parrels mikeboallamaricamilnutis O*mpliaomM*M*4: EvalustimlResportlimms moom Florida Registered Auchlbactor a Licensed Florlds Professional Engineer Asminoweliftiftle Aternalsedflarrilms, istaid, 2WU EKA Product Model, Wilunbarprinklany Primplust Descriollon Contrast UNDwamm am In HYHZ ouftim HvKZ Roshft Praway I 240a Galvanized Sheal Shoinn Panels 24gs Galvanized Sted Storm Paneds 12F31=22 Yes Yes yes NfA Florida Department of Business & Professional Regulation P.Wleri Building Codas and Standards nin4*11121 Product Approval AlIplicadon Deall fift EM& an, am JAI Rol%" a" DIN, weather Mmuktum catad Bmil"LAILNM VarAibd BW kdwmd ILOOM PSO Allotment Approved mmm RWOM 2D20 watshunaw Rol, Baidendr, ior evaluation Seralice. LLC to Letter. RE. OZWJ=21 IOM3=20 02M341021 Approsed Caa,9W. Onstural Carre-te ;253)WA4475 j60B) 8394298 9,SsCd.WW. Snellrunwed Lumber Rdd.SmIdn4h4jesyft cearsefience odhom evaluation Report lom a a... - Product evalwallan away Assmined fiew Use PreakEt DN&Mwm contract Emedim cat In HVM Outside W" RedIU" Pfflion Mr.1- LVL Lankleted Version Lumber QY31=3 No Y45 WA WA I porails. PSL PoklWntfL.Mb. MAI= No yen NfA KJA a L."anhad OMM6 Luftw 0=1=3 No yes NfA NIA 4 TJ Film Spend Structural Composite Lmftr or Oriented Stmad CY31=3 No Yes NrA WA board Rim Board VA;YhmlmMeR1ma-d oriented Owd Rowd Ran Sward 03131=3 No Y" NIA NIA Floilds Department of Business & Professional Regulation Pass, I art Building Codes and Standards 10021 Product Approval Application Delan C46 mm veriman lislighs" caded Eask�&Uo� V,[Mftd as FOCAOMWA A-romed am& R"Ift 2D20 sow Finesse AndWINXI ROW IAPMO UIA- L-4wo. GwyW."kw 111)(33=20 I VOW= 1IMM20 Appro-4 COORW. I'l-fing (Wi380-MI SdrAoss I.I.C. (M5)854-8160 SudsCalaqW. meaning TI" darriplierms RVdbd- Evet.60. Rapn Soma Is Pnxuct Evaluation easty AdMovadfdr Unit Aoprmw for Use mm Rift I I MWIMIK-a - Iry- -a- w an ge, Qat"""ond- jiugm cusses wwz Bldg" Emma ISIL we Y" Is *' SOR 0 ut &V 10 Flaftle, - co I iop Yes NIA N/A 1halch aamp; Implies I T Sawany am - a*. shake &wnp: Split shake Fitt Profile - Slackson, CA IW31=0 No Yes NIA NJA I Stanley $00 - Shk Shake Siamp: Spill: Shake Flat A," - Risk., CA i2t31=0 Nc Yes NIA WA 1: Zany TOD - Shake Swvaahrm� SOR shake PW Prinfils - Slaoill CA W31rdm N. Y4. NIA MIA 20 M.A.. and. &..P: BOB shake Flat PaR* - Risk. CA 12131=0 No vs. NIA MIA 2F a ilseloplar# =4= "gh Roe - iGWTX 124141020 No Vto NfA WA 25 VID. I- Prft. - Katy, TX 121314021) M Yes NIA WA Floods Dapeartrinift of Business & Professional Regulation nevial Building Codes and Standards WPM Product Approval Application Dabil sm trib or Ak no ROM" a" 1= Vwd,, milladit= rdom BMttffAJAWK XdgoxLk XINNAII allassiss FBCA�,d AMU" it" Revision 2D2D Atil. Glued Loans ICC R.W.U. Sent., LLr Wilesm M. Ranlad. Ing W]311=0 00220021) 1 VON= IIIIAINAM Animated Caneipmr. Structural Carrepor.ah, (321)710�3377 (40;risill-1917 Sewell rrww 101.1. CensWilwase 11.1hod Evaluation R.W ftm. pronjud &.wall. Enft OWNA*Vl.w" AppronedicrUing Aborasellffuss, MIA gow Pio&&VodoLNLoftr&Mme Product Dau�Madon omrwtmdlkuimoft In HVEZ out"HWM No" pnmn I IrwwApuw HI*w Sh-liti III Itsmin: M mow ounnokir Pines 112031142024 Yes Yet NIA NIA 2 ITWSOGAWm Hinge Plot. mowcormedorpwo 12J3141024 Yes Yes N/A NIA 3 ITINSOWAlistme Twice mdm Connector Pairs 1 W112M4 yes Yes NA NIA 4 ITWIC06W.M. Maine owanclar plue i2MV2024 Yes Y" MA NIA Florida Department of Business & Professional Regulation BuldingCofts, and Standards Product Approval Application Delat! Pass I ez A211=1 Florida Deportment of Business & Professiorwil Regulation Pagelor, Building Codes and Standards irm, Product Approval Application Detail 296 Do an Dmpmdm au ika Xmkm K..eAt.- suit= atiagaid FBCAEnOM ARNM a&& AWAN. 2020 Mi W,d-..d D- BIWA amwv. Amonconfivahledusel stm K Latch. RE 11/22r= lV220203) 111410121320 cashairr. "Ohns trIl'i385-3300 101saulft-A-Wean (717),317-8,454 MC&t�Nprr. Fbod Carrinflams; Medusa C.M.W- Ifinds Liding inninnict ModoL Isurnber w Mama Product Desolation In HVKZ Outside Allissiall larefteirs I is$ PW 73.72 Insulated Glass 041,10WIMS No Yet No -00040 Florida Deparlintert of Bushwines, & PmfesWonal Regulation Building Codes and Standards Product Appr" Application Dallas inerial 14=1 aft Versain Nknubmw cordad IrdMm IS Up~ YWMMW by )l�titiidlld Maddil FISC Allotted Approved Aldus, Aftimation Z20 PGTih4.$"" Jan. Rawev* hRen*Ddm9CC0-CRR Mbl'i-agdoe=O-VAL 11/1116M20 IIPVA20 flnir= AW0104 Catagary: Wnfts (0141)46"100 (ISM 315-25M suiscalslaur. kwims 089"Idapgonduadest compasses, Wished: CwNeWw Mark a Using om At" Produan Modal. Number as Name ammumuma Agmnmdfmm ammoduLum CwoudtmdrailmDK# at gym Outside kowiL RIM Rmbtad larsesure I Mullcm; WAR Do*n an it Windom Aluminum Mullions 060=6 yes Yes Yes N/A Florida Department of Business A Proldisslonal Regulation Invest d2 Building Codes wW Standards Producit Approval Application Delall AMR am 201m= us mm vwwm mmuftema cQn1sd Wedged IW vioddH Atissaits POCAM ADKOW&d Revision 2D20 GAF mighs.19ftb Robert NWd,.n John W. Knimurvich. RE 01,246020 "21IM20 1010=1120 IVI&2112D Approved Catolipsti Iscoang (4590)7"11 P64-6146 (964) 7n-SZ14 Asphalt alfla0sm CWWH- Udbod: evaludlon Repent lawn Fussell R"Ishmed ArchftO or 8 Licensed Florida Piol keted Enjonser Cluster Assurance AnwmWftUm AncrandfarUse b= 2tft fti RmductRadiLNumbKwM� Pinaliank Qssamml- I"JPJMZ thabld,44M Asitaild 1 GAF Asphalt Rod anne" FlImsen MIW=M 346b, laminated. 5-tob and 12ma= No Yes 10A WA mpkides, &.Phan "Oft Floride Department of Business & Professional Raigulardw Ple"Inrl Building Codes and Standards Piroduct Appartral Application Drall OMWW au an Dift Podw go TM verow Manufacturer cotad mmmwau Valuated of validated OLA-ft4 Fee A Approved statue Revision, W:ai Flodds Mosal Pioduds Inc. claria JON$ James L. Duckner, RE4 Stew M. UYWK RE 090=20 ORM5410213 10,04121120 12MV"20 Approved clanw. ftetrig (904) 7W41,400 caucKentinamoss (?17)3114454 lilubCaftlipairr. 111-1.11 Acanwits that Me an warralflancacem P&311242 Integral Padat1h. Rackhgaindom COmplishon M40ad; EV01486.11 RIPM lVal 0 Fladds, ReofflarradArahn-d or a Ucar�sad Fladda Prols"lon.1 "Meer audNAsanow Accosted far Use ANUVWdlatUm tuft aft i���Q,RldPVIIIR&qUet: gKkoubmbummi Lnu CLtdft hya 3 Alinedmeft1hapWrislarpild' rooftlabricatod 12/31=4 NO Yes tam G.W Aluminum Floods Department of Business & Professional Regulation page I al I Building Codes and Standards '10M22 Product Approval Application Detail GM 21111 21ft- Oft tMina 20 version matudecturtur Contact A, Lionawar validated my Valichillmal Submitted J-20 Awmayal Approved Aldus Revision 20M Glatell Protection Products, LI-C. Tim R*bWWWM Witter A. -Mit Jr, RE. John W. Knewevich, RE 010108021=1 WOW= 1=112= 12MSM20 Approved Category shutwa (D54) 4004W PE-44W W) 772-844 subcabbow. Sher, Ponsis tirwrobirmanagipperitcom; oarsollence Mogiod: Evaluation Report from a Florida Registered Archbactor a Licensed Flands. Prolleasional Engineer n,allwAmm� Annim use A in= 211111111111 6-4 Product Model. Number or Name ProdwOOmmiatiory CGM"ct rAwroven Dift H I !A=! Restated Pressure 1 20 Gage Galvanized Steel Starm, PanalisHYM Corrugated Galvanized 3wel &I;= Panels retained 12ralr= Yes Yes yes N/A or not by tranous to provide hurriourar protection. 2 24 Gage Gainnized Stsell storm Panebut,11-1VI-C CorruIpshad Galvanized Steel ShIrm Panels remained 121311= No Yes Yes NIA or not by tracla to provIde hurincems protection. Florida Deparlintard of Business & Professional Regulation pacelorl Building Codes and standards 107=1 Produld Approval Application Detall go* Sam an au cm pencim gas mm version wastallittia QMM LMIMMLLLIMM William imuma filittInaes F13C A --A ARMOMI a" RWAW- 2D21) commands Concrals, ProductalinI, Ill Gal$ Samuel A. Greenberg John Hoy 1211W2D20 IZMG020 12=020 We FBC Appi, cal"mr. Structural G41PO" (6111)859-3"r PE-34245 (35Z 5811-5311 1W.414001r. Prindule IldrodUanid as 9 Result of pra g Way-h-oam N-T.ohindagy Compiler" Slashed: Evaluation Report Tom a Road. It"I.InumlArhilet.. Licensed Finds. Professional Engineer 2iWkAn� Angaissusuft AnimmanthmUm a" 21" Produat Mo&L %a" w Nam Ptadmoo".Flbdm it, KWU ad" I-WHII! ablisum p� I Quality Places a 0011113,01"Ad Co0woob ftdwh Precam and Prestressed Concrete Wish, OWS=4 No Yes NIA NWA May 27, 2022 Cn 2 -Cu > 2 0'- CU 0 no 0 2 4- -C) Cn 0 CIO Cn Ills- CL 0 ano M (n CU -0 .0 -1-- CU '110 2 = . - 0 U- %+- 0 S? CIO -4-- C/) ICU > 2- One c- < Z Z w mi Cana C*4 C= c" a, 20- LAJ CD 15 c= C116- UA il ca en C-4 co W U) c-j M co M rQ Cut Zu 112 w CC 3: M ga C= - Us !& = rZ aslassedill CIO co > 0 L- > CL 0- 0 < C.) 0 CL CD C0 ICU M =:3 < CL 0 LCU LLJ CL) Z Z SHEET NO. PA 1, l� Simpson Strong -Tie 2020 FBC Approved Products Updated lzrjor= For drect links to all WT Approvids Ided below, For additlarial Inforriation regarding FWfiMS 81:61OWIde Product Appr" SWOM and MornI438do County Notice of A00optanee (NOA). CUCK HIONZ. FL#235&lt7 AMA del, Hum bar or Name Product Description 1 Titan Stainless Steel Concrote & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw FLMMMRS AMA Product Description 1 SDI OM1 1 BE Outdoor Accents Connector Screw 2 S001 12. SD9212, SDI 0112, SDI 0212 Strong -Drive SID Connector Screw 3 SD91 1288, SDQ212SS Stroing-Dir" SD Connector SS Screw 4 SDCF2243,4, SDCF2251Z SMF22814, SDCF22700. SDCF22858. SDCF221 Of 4, Strong -Drive SDCP Tirnber-CF Strew SDCF221134. SE)CF221334, SDCF271956, SMF272358 6 SDCP22434, SDCP22512, SDGPZ?814. SDCP22700. SDCP22W, SIDCP22912. Strong -Drive SDCP Timberc.P Screw SDCP221100, SDCP221134. SDCP271400 6 SDHR274OO, SOHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR ComboMeal Screw 7 SDS25112. 8=5134, SDS25214 SDS25212, SM25300, SDS25312, 801325412: Strong -Drive SIDS Heavy -Duty Connector Screw SDS25SOQ SDS25BM SD8255M 8 SOS25112SS, SDS252OOSS, SOS25212SS, SIDS2530OSS: SDS25311255 Sbrong-Drive SDS Heavy -Duty Connector SS Screw 9 SDWF27IO, SDWF2720, SDWF27r24, SDWF2726, SDWF2730 Strong -Drive SDWF Floomo-Floor Screw F11-111110007-11111 JQMA Product Descriodon 1 ATRM, ATRI/Z ATRW, ATR314 Threaded Rods 2 ATUDS, ATUDS-Z ATUDI), ATUM2, ATUOM, ATUDI 4, ATUD114-2 Aluminum Take -Up Device 3 SP318-2. BP112. SP112-3, BPS/8-2, BP516-3, BP314. SP3/4-3, BPRTUD3-4 Bearing Plates 4 CNW3M, CNW112, CNW5tS, CNW3/4, C"S/8-V2, CNW3/4-&8 Coupler Nuts 5 CTUD56, CTUDOS, CTUDSe, CTUD75, CTUD76. CTUD77, CTUD67, CTUDSO, CTUD97, Coupling TakeUp Device CTUD98, CTUD99 6 N3, W. N5, NO Heavy Hex Nuts 7 RTUDS, RTUD3B, RTUD4, RTUD4B, RTUD5, RTUDO, RTUD7, RTUD8 Ratcheting Take -Up Device 8 TUD9, TUDIO Take -Up Day" 9 TUW38 Take -Up Washer I D URSS 3V Uplift Rod Run Tioclawri System 11 URS4 112" Uplift Rod Run Tlecown $Warn 12 URS5 SM" Uplift Rod Run Tiadown System 13 URSS 3/4" Uplift Rod Run Tiodawri System F1.9104411-1116 AW Product MOM, Number or Nang Product Description 1 DTT2 Hold-down 2 HDC10/4, HDC1= Hold-down 3 HDO8, HHDQII, HHDO14 Hold-down 4 HOL12, HOU4, HDU5, HOUS, HDUI1, HDU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 6 LSTHD8. LSTHD5RJ Strap,*Iv hold-down 7 MASA, MAW Foundation anchor strop 8 MPAI32, MPAI44 Strap -style purfin anchor 9 PA18, PA23, PA28. PA35, PA51. PA68 Straip-style purfin anchor io PAiia, PAi23, PA12a, pAi35 Stropstyle, purlin anchor 11 STHD1 0, STHDI ORJ Strapaityle hold -dam 12 STHD14. STH014RJ Strapi-style hold-down Simpson Strong -Tie 2020 F13C Approved Products Updated l2r3WMO owFor dired Inks to @it 8ST appravois Isted below, CLICK HERE For aildtional Information regarding RadCWs stalsoide product Approval System and Marri-Dade County Notice Of Acceptance (NOA), fiW&ISAW, 21 LB series hangers Top flange hangers available in width of 1 -9116'and heights ranging from 54V to 115-1/8", 22 UW series hangers Top flange hangers available in vAdth of 1-9/le"and heights ranging from QVI W, to 23 LE03, LEGS, LEG7 series hangers Top flange hangers available in vAdths ranging from 3-1 Wto 6- 718" and heights ranging from 91' ba 33-1 r2'. 24 IMEG5� ME07 series hangers Top flange hangers available In widths ranging from 6-1 K'la 6- VS" and heights ranging from 9" to 32.117, 25 MIT series hangers Top flange hangers available in widths ranging from 1 -Wi r to 5- lffarid heights ranging from 9-11VIo 24". 20 PF, PFB, PFDB, PFDSB series heongers Top flange hangers available in v*ft of 1-9/16"and hoolits ranging from VVS" to 7-118". 27 RR Ridge ralbor connector 28 WP iiernes hangers Top flange hangers available in wdths ranging from I V16"to 7- 118" and heights ranging 9-1hr to 32". 1`11.010960-Ril AnA I ABA44, ABA44R, ABA46, AaAASR, ABASO, AaAeeR 2 ABU44, ABU44R, ASU4Q, ABU46R, ABUS6, ABU54 ABUSS, ABU66, ABUOOR, ABU88. ABUBOR, ABUIOIO, ABUIOIOR, ASU1212, ABU1212R 3 ABW44Z, A8W44RZ, ABW46Z, ABW46RZ, ABW66Z. ABWWRZ, ABW7-7 4 AC4, AC4R, ACE4, ACS, ACM, ACES 5 BC4, BC48. BC4R, SM. BC8R. BC8, BCS2-214, BCS2-M 0 C844, CB48, CB48, CBM, CBe8 7 CB$044-SDSZ CBSQ4S-SDS2. CBSQWSDS2, CBSQW-SDS2, CSSQ8S-SDS2 8 CC, ECC, ECCU Series 9 CCQ­SDS2.S, ECOQ­S=.S Series 10 CPT44Z, CPTOeZ, CPTSSZ I I EPB44A. EPI344, EP134e, EPBW 12 EPS41Z 13 LCB44, LCBOS 14 LPC4Z, LPCSZ 15 MPS44Z, MPNOZ, MP98SZ 16 PS44, P644R. PB46, PISM, PBOSIR 17 PBS"A, P8648: PESOS is PBVO,PSViO 19 FC44-18. PC46-18, PC48-18, P054-18, PCOO-16: EPC44-16, EPC48-18, EPC45-118� EPC84-16� FPCWIS 213 PC4Z; PC4R2% PCOZ, PCORZ, PCOZ, PC5RZ, EFC4Z, EPC4RZ, EPCSZ, EP05RZ EPCSZ, EPC8RZ 21 PPB"AZ. PP84445Z 22 RPBZ FLtMON&R5 Aw uct Model, Number crfi= 1 A, FSA 2 FRFP 3 GH4". GH4", 01-14", GH48A OH41 U, GH4110-8. GHM8, GHO", GHOS-O� GHW 8, GH81 M, GH81 0-8 4 GLBSA, GLBSB, GLB5C, GU86D, GI-07A, GLE78, GU37C, GL870 5 GLBT512, GOLTS12, OLSTS18, GBILT6116, GLBT520, GBLTS20 e HGLBA, HGLBB, HGLBC, HGLB0 7 HGT.2, HOT-3, HOT-4 8 UFPI0-SDS3 9 URFP Product Descricition Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap post Cap Embedded Column Base Embedded Column Base Baked colurm caps with WI ranging from 3.114" lo 9.10 and W2 ranging from 3-5/8" to 7-1/2, Screwed column caps with W1 ranging from 3-1/*'to 9-1/7'and W2 ranging ftm 3.518" to 7-1/211 Concealed Post Tie Bass Embedded Post Bose Embedded Post Base Embedded Column Elea* Light Post Cap Moment Post Base. Embedded Past Base Embedded Post Base Round Post Base Post Cap Post Cap PostBase Ralraft Post Bass Product Description Foundation Anchor Flat Retraft Foundation Plate Girder Hanger Glulam Bearing Plain Glulam Bearing Plat Heavy Glulam Bearing Plate HeavyGirderTiodown Universe I Foundation Plate UnlowersaiRsto FoundallonPlato Simpson Strong -Tie 2D2D FBC Approved Products Updated IMMMO For 0" Inks to oil SOT Vowels Ised below, for additional Information r""Q riarldns 8tstowide Product Approval aysiom 00 MOM -Code County NON of AccolitOrtini (NOA)� FLA"0446-RG 22" Product Descriation I A21. A , A33, AX A35, A44 Angles 2 APA21, APA4, APA6, APYA21, APVA4, APVAS Outdoor Accents Angles 3 APB44, API344R, APVBSO, APOSOR, APM, APB88R, APS1010, APBIDIOR, APVB44, Outdoor Accents Past Bases APVB44R, APVBM. APVB6SR, APVERS. APVB88R, APVBIOI 0, APVBIDI OR 4 APDJT2-4, APDJT2RA APDJT2-6. APDJT2R-6, APVDJ-r2-4. APVDJT2R-4, APVDJT24 Outdoor Accents Deck Joist Ties APVDJT2R-8 6 APHH40, APHH46R, APHHOIO, APHHel OR Outdoor Accents Heavy Hanger 8 APL4, APL8, APT4, AM, APVL4, APVU5, APVT4, APVTO Outdoor Accents L and T Beam-tc,�Column Ties 7 APLH24, APLH24Ri APLI-1123, APLH20K APLI-1210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Stick Voriew Ledger Connector 9 CBT2Z,CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z CJT5Z. CJTdZ Concealed Joist Ties I I DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4. FCS Froming Clips 14 FWANZ Foundation Wall Angles 15 GAI: GA2 Gumet Angles 16 H2A, H2.5T, HS, HIDA-2, HIOS, H14, HGAIC HurricanaTies 17 HCJTZ Heavy Concealed Joist Tis, 18 HH4, HH8 Header Hangers 19 KBSIZ Knoo-Broce Stabilizer 20 11.30,1_60.L70,1_90 Angles 21 LCE4 Post Cup 22 LS30,LS5O,LS7OLS90 Skowsb4o Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ12OLZ, LSSJ2ORZ, LSSJ2SLZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 25 LSSR1 .81, ILSSR2.1, LSSR2.37 LSW2,56r LSSR210-2, LSSR41 0 Field Adjustable SlopeabitiMIteviable Hanger 28 LTP4,LTPS Tie Plees 27 ML23Z, M-24Z, ML282, ML2&Z, ML21OZ Angles 2S MMH8 Roof TWDown 2D MMHC Hinged Roof Connector 30 MMLU20, MMIUU26.2. MMILU28, MMLU28-2, MMLU2`l 0, MMLL421 1, MMLUIA MIMLUM I Face -Mount Hangers 31 RBC,RBCP Roof Boundary Clips 32 RST-3 RootTio,-Down 33 RTC=, RTC42, RT02Z, RTC44 Rigid Tie Connectors 34 STC, STCT, DTC, HTC4 TrussClips 35 TJC37,TJC57 Truss Jack Clips 36 Z2,Z4,Z44 Panel Manor Clips " 0447-1115 son # Product Model, Nam bar or Name I AHEP 2 DSC2R.SDS3, DSC2L-SM DSC5R-SDS3, OSCSL-SDS3 3 GBC 4 HCPI.81, HCP2, HCP4 5 HHRC2-2, HHRC42. HHRC42-2, HHRC411.61, HHRC44, HHRC5.25a25. HHRC5.37r3.lZ HHRCOO 8 HRC1.81, HRC22 7 IURU26. LRU28. LRU1210, LRU212 a LSU28. LSSU28, LSSU210 9 TBE4, TBES 10 TC24; TCW: TC28 11 THAN, THA2113, THA21 8, THA21 fi-2, THA222-2, THA41 3, THA41 8, THAC418, THA422, THAC422, THA426. THA422-2, THA428-2 12 THA11.81M, THAl2,WJ22, THAl2,112Z THA1222. THAI322. THAI3522, THA1422 13 THAL422, THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-"DS3, THJM2-"DSS, THJU26, THJU26-W 10 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 IS VTCR Simpson Strong -Tie 202D FBC Approved Products Updated 1ZQVM For CWW Inks to 01 89T opprovals [*it below, For additional Inicirmtkin regarding FlorldeS etallowids. Product Approval ftftM and PA&MI)ACIO County NOW of Acceptance MCA). Asa ProductDoscriptlan 1 0T. STS, BTH Brick Ties 2 CMST112, CMi CMSTC16 Coiled Straps 3 CS1 4, CS1 S, = 8, CS20, CS22 Called Straps 4 CSHP1 8, CSHP20 Coiled Straps 6 CTS218 Compressionfrension Strap 8 DSP, SSP, TSP Slud to Plate to 7 H1, H10A, H26A, H3. HO, H?Z, H16, HIeS, HIS-2. Hl$-2S Hurricane, Ties 8 HGT-2, HOT-3, HOT-4 Heavy Girder Tiodown 9 H624 Hurricane, Tie 1 D HSS2-SDSI.5. HSSZ2-SDS3, RSS2-3.SDS3, HSS4-SDS3 Heavy Stud Shoo 11 HST2: HST3, HST5, HSTO Straight Straps 12 HTS16, HTS20. HT,924, HTS28, HTS30, HTS30C Heavy TvAst Strap 13 HTSQ1 OKTZ, HTSQ2OKT-Z Heavy TvA%t Strap 14 UFTA Light Floor Tie Anchor 15 LSTA9, LSTAI2_ LSTA15. LSTA18, ILSTA21, LSTA24, LSTASO, LSTA36 Straight Straps 18 LSrWQ, LST173 Straight Straps 17 LTB2D, LTB40 Bridging 18 LTS12, LTSIO, LTS18, LTS20 Lif;htTwistStrap 19 MOT Medium Gkd&rTiodown 20 MST27, MST37, MST48, MSTW, MST72 Straight Straps 21 USTA9, MSTA12, MSTA16, MSTAIS. MSTA21, MSTA24, MWA30, MSTASS, MSTA49 Straight Straps 22 MSTC28, MISTC40, MSTC52, MSTCSS, MSTC78 Straight Straps 23 MSTC48B3, MSTCSSB3 Pre -Sent Straps 24 MSTMS, MSTI3O, MST148, MSTISO, MST172 $Weight Straps 25 MT812, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 25 NCA2xIO-I2, NCA202-12, WA24-16, NC,42(10-10, NCA2x12-IS Bridging 27 RCWB12, RCW814 �AhallBracing 28 RPS10. RPS=, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector SO SPI, SP2. SP4,SPO, SPO Slud Plate Tie 31 SPH4,SPH8,SPH8 Heavy Stud Plate Tie 32 SSI.5, SSZ5. SS3. SS4.5 Siud Shoo 33 ST9, ST12, ST18: ST22, ST292. ST2122, ST2115, ST2215. STO215, STOMA, ST8230 Straight Straps 34 TB20, T827, TBSO: TB3A TB42, TB48: TBS4, TBSe; TWO Tension Bridigivill 35 TWBI 0. TWB12. TW81 4 Well Bracing W VGT,VGTR,VGTL Variable, Pitch Girilar Tiodoinn 37 WBI 00, WBI0OC, W15120, WB128C, WB143C Wall Bracing FJT.11� FF Product Description 1 C81­12170.5, CBR2.3797.83, CBH2.37xg.76 Adjustable Hip -End Contractor 2 DU, DHU. DHU`rF series hangers Dmg Strut Connectors Cable Brace Connectcy Hip Comer Pie% 3 HGU3.S3_S0S1 HGU5,25-SIDS� HGU5.5O-SDS, HGU5.62.SDS, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SIDS, HGU9.CO-SDS 4 HGUS series hangers HIP Ridge Connector ROW Hanger 5 HHGU5.25-SDS, HHGU5.50.SDS, HHGU5.82-SDS, HHGU7,OaSM, HHGU7.25­SDS. Light SlopeablelSkewable, U Hanger HHGUQ.00.SDS Truss Bearing Enhancer 6 HHUS28-2, HHUS28-2, HHUS210.2, HHUS40, HHUS48, HHUS410, HHUSS.50110, Truss Clip HHUS7.25110 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSUUC series hangers Adjustable Truss Hanger Sized for Ilolft Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28. HTU210, HTU26-2, HTU28-2, HTU2110-2 Multiple Truss Hangers 0 HU, HUC series hangers Truss Spatior-Restraint Variable Pitch Connectors Valley Truss Chp 10 HUCOI.81/9-SDa HUCO1.81/11-SIDS, HUCO2104-SDS, HUCC1210-i-SIDS, HUCQ310- SIDS, HUC0410-SOS, HL)CO412-SDS, HUCQS.256-80S� HUCO5,25MI-SOS, HU00610- SDS. HUCQeI2-SDS Simpson Strong -Tie 2020 F13C Approved Products Updotad 12/30r= For cited links to all 88T approvals Isled below, CLICK HER For additional infornation ME" Flockle, !��Produgt �App-,W Z�yVam and lift"i-Dade County NOW* of Acceptance (NCA), &69WIN. VLXI 11465-1118 A2" Product Model. Number or Nam Product Description I HHUS210a, HHUS210A Jo lot Hanger 2 HRS6, HRSS, HR812 Strap Ties 3 HU00210-2-SOS, HUM21".SDS, 14UC0310-SDS Joist Hanger 4 THG82, THGBS, THGOW, THG8H3, THOSH4 Joist Hanger $ THQQ2-8DS3, THG03-SDS4;5, THGQH2­SDS3, THGOI-13-SIDS4.5, THGQH4-SOSS Joist Hanger 6 THGVa3, THGW3-4, THOW4-3. THGW44 Joist Hanger FLO" 14MRS AMA Product Description 1 DErAL2 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHIR Girder Retrofft Anchor 3 HIS, H18S, HIO-Z. H1&2S Hurricane Tie 4 HFTA12, HETA16, HIETA20, HETAZ4, HETA40 Embedded Truss Anchor 5 HETALIZ HETALIO, HETAL20 Embedded Truss Anchor 6 HGAMIO, HMO Masonry Wroft connectors; 7 HHETAIG, HHETA20: HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-$DS2.5, LGT4-SDS3 GirdilrTlectom 9 LTA2 Lateral Truss Anchor 10 META12, META16, METAIB, META20, MErA24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM30, MSTCM40, MSTCMeO Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM`16, HTSM20 Twist Strap for Masonry flUllif I49&R5 Bag Product Model, Number or Name Product Descrintlan 1 DTTIZ Dock Tension Tie 2 HD12, HDIO Bolted Hokkwns 3 H038, HDSB, HD7R HDOE Bolted Holdowns 4 HTT4, HTTS, HrTSV4 Tension Ties 6 LTT19, LTT208, LTTI3I Light Tension Ties fIM362SA5 JWLg Product ModaL Number orNarria Product Dissertation 1 S13515x24, SB7/Sx24, SB1x30 SB Anchor Bola 2 SSTS1 6. SST820, SSTB24, SSTM, SST834. SSTB38. SST81 OL, SST82DL, SSTB24L, SSTS Anchor Bob SSTB28L 3972-R4 J4N1 Product Model. NumW- or Norria, I CMSTI 2, CIVIST1 4, CMSTCI6, CSI 4, CS16, CSIS, CS20, C= 2 HRSS, HRSS, HRS12, FHAS, FHAQ, FHAl2, FHAIS, FHA24: FHA30, MST12S, MSTIS6, MST148I MSTI60. MSTI72, SrMST27, SIMST37, VMST48 3 HTS16, HTS20, HTS24, KrS28, HTWO, HTS3OC 4 LSTA30, LSTA30, L$TI49, LSTrr3, MSTA9, MSTA12, IMSTA10, MSTAIS, MSTA211, MSTA24 6 LSTA9, LSTA12, LSTA15, LSTAIS, LSTA211, LSTA24, ST292, ST2122, ST2115, ST2215 6 LSUBH3.25, SUBH3.25, MSUSH3.25 7 LTP5 8 LTS12, LTS16, LTSIS, LTS20 9 MSTASO. MSTAX STW5, ST6224, SM ST12. ST18, ST22, MSTC28, MSTCA0, MSTC52 10 MSTCOS, USTC78"ST82W 11 MTS12. MTSIS, W117818, MTSW, MTSM, WrS24C, MTS30C 12 SFBI,56, S61.81, SW.K S/82.37, 81132.58. SIB2.08. SIB3.12, SIB3,56; SW.62, SIM,06, Sffi4.12, S84.2% SIB4.76, SIBS.50 13 SSA2.12f8, SFBA2,12MO, SMA2.121`12, SSA2.1121114, SOA4.18/81 SiBA4.118/10. SMA4.181`112, SIBA4.18i`114 14 S(HIA 15 S1HD9S, rdHOM SMIOS: SIH010B. SiHDISS, S/HDISB 10 StH DU4, WHDUS, S/HDUQ, StHDUI 1 17 SticT, &+UCT Product Dawflirtion Coiled Straps Straps 97 mil (12 go) HativyTwistStuips Straps 43 mfl (18 got) Sir" 33 mil (20 ga) Bridging Connector Lateral Tie Plate LightTwistStraps Strape; 54 mil (16 go) Straps eS mil (14 go) Medium TyAstStraps Top Flange Joist Hangers Top Flange Joist Hangers HurricansTio Holdowris Holdowns Joist Hangers Product Description Concealed hangers Face -mount (DIJ, DHU) and top -flange (DHUTF) hangers ovabb4o in widths ningingfrorn 14WIff'to 3-9110"and heights ranging from S-IJ8" to 23-ISM It". Face -mount hangers Face -mount hangers available in vAdft ranging frorn I.&S"tc, 7. WS" and heights ranging from 12-718". Foc&nlount hangers Face-mourit hangers Skeived face-mourit hangers available in vAdths ranging from 3- 118" to 5-11811 and heights ranging frorn 4-W'to 15-3W. Concealed flange versilion (HSURC, HSULC) available for all double 2X and 4X models: only acute "a Is concealed. Faos-mount hangers Face -mount hangers available in Wdths ranging from 11-9/18"to 7. It2" and heights ranging from 2.79'to 19-114'. Concealed flange version (HUC) available for all rinodes having width equal to or greater then 2-2116". Feoe-mourtt hangers Simpson Strong -Tie 2020 F13C Approved Products Updated 12r.WMD For direct Inks to *8 SOT awrovals listed below, CLICK -HERE For additional information nard!!R Flandas -statowde, product Approval Sygern and Miarni-Dado County Notice of Acmitince (NOA). IS KBV1.156, SILSVI.&I, SILBV2,06, SILUV2.37, SA.BVZ.56, SILBV2-68, S/LBY3,12, Top Flange Joist Hangers SUM.58, SILSV3.82.. VLBV4.08, sfiaw.12, SrUBV4.28, SA-SV416, SILBV5.60 10 S&TT20, SVTT2Z, SkfIT14, H174, HTT5 Holdorms 20 Sfili &V.9T72 Straps 118 mill (10 g0k) 21 SPAI. SPS Stud Plate Ties 22 SSP, DSP, TSP Shid Plato Ties 23 STC, DTC Truss Clip 24 TB= Truss Brace Diagonal 25 TJC37 TrussJociliConnector FL#13904-R5 WA 1 CCQIM.82-SOSHDG, COQM4.82-SDSHDr., CCOM5,50-SDSHDG, CC7QM3.G2-SDSG� OCTOM4.82-SDSG; OCTOMS.50-SDSG, COCOW0.82-SIDS0, COCOM4,62-SDSG. CCC:QM5S,O_S0SG 2 KCLOM3.6204Cr, ECCLOM4.02G-Kr. ECCLOM5.5DG-Kr. ECCLLOMD3.M-KT, ECCLLUMD4.62G-KT, ECCLLOMD5.60G-Kr, ECCLRQM1D3.S2G-KT, ECCLRQMD4.UM- KT, ECCLRQMD5.50(3-KT 3 HGUMS25, HGUMS.SO, HOUM7.00, HGUW,25, HGUMQ.00 4 LGUM26-2, LGUM26-3, LGUM2&4, LGUM28-2, LGUM28-3, LGUM28-4, LGLJWIO-2, LGUM210-3, LGUM2104, LGUM48, LGUM49, LGUM410 6 MISIHA3.1200.25, MBHA3.12fll,25. M13HA3.5007.25, MISHA3.6619.25. MERA3.50111.25, MSHA3.56M 1.88, MBHA3.5SM4, MBHA3.56/18, MBHA3.561118, MBHAG.6017.25, MBHA5.5019.25, MBHA5.5Qf11.25, MBHAS.50111.88. M13HASSU14, MBHA5,5&10, MBHA5.5Ofl8 6 1111*11A).50MM, MBFKJSW125, M134-11.13.55fI1.811, MSHU3.66114, MMU3.56116, MBHU3.56118, MBHU5.5019.25, MBHUS.5OM1.25, M13HU5.50111.88, MBHUS,6Q(14, MSHU5.50/is, MBHUS.50118 FLAIW7548 $so# Product Model, Numbervir Name 1 SDW223M. WW2=58, SOW22438, SDW22458, SOW22500, SDW22=, SIDW22638, SDW22834 2 SDWCI UW� SDWCISSO0 3 SDWH1Q=DR SDWHIQ400DS, SDWHIMDR SDWHIOSOODS, SDWH1010000B 4 SDVVH27400G. SOWH219MG, SDWH27SOOG, SIDW1,17710013G, SOWH2712MG 6 SDWS1621Z SDWS11630% SOVY616312, SDWS1O4OO 6 SDWSI9OCG, SDVM971Z SM&G2240D,SDWS225OO,SDV%W25I2, SDWS229OOz SDWS22SO0, SDWS22900, SDWS221 000, SCIW8221 100, SDW=I 200, SOW= MO 7 SDWS223CODB. SIDWS224000B. SOWS22800013, SIDWS22001013, SDWS228CODa. SDVVS22100ODB 8 SDWS2231121DBB, SDVVS22512Df3B 9 SDWS273OSS, SDM2740M SOWS2750OSS, SDWS27SOOSS, SDWS278OOSS, SDWS27100DSS. SDWS2712OOSS 10 SOWV13400 11 STN22 FLM5353-93 AW Product NUM bar or Name I AS 16. AS 1885, AS 1 M 2 AS 20HS 3 AS-20 4 ASHP Product Doscriction Masonry Piet Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Bestri Hangers Masonry Top Flange Beam Hangers Masonty Beam Hangers Product Description Strong -Or" SM EWP-PLY and TRUSS -PLY ftwm Strong -Drive SDWC TRUSS Screw Strang -Drive SDW1H 71MBER-HEXSorew Strong -Drive SIDWH TIMBER -HEX HDQ Screw Strong -Drive SIDWS FRAMING Screw Stroing-Di" SIDWS TIMBER Screw (interior Grade) Strong-13tive SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Struchiral Wood Screw Strong -Drive SIDWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Sionew Outdoor Ace" Hex -Hood Washer Product Description 18 go, Truss Pertas 20 ga. High Strength Truss Plate 20 go. Truss Plate Hinge Plate Connector 1`11.0115730-114 1011" It Product Diescriction 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-60. GDPM-75. GDPM-100. GDP% GW�50, GW-76, GW-100, GTH Gaii-actuded fasteners and assemblies 3 PDPA, PDPA-K PDPA-MG, POPAT, PDPAT-K PINW, PINWP, PlNiAP-W, PDPAWL, Powder -actuated fasteriers� threaded studs, and assemblies PDPAWL-MG, PSVL3,.PSVL.3-K PCUDPA. PECLOPA, PTRHA3, PTRHA4 4 SET-3G Adhetave Anchor ftw concrete Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3U/2020 F: deW Inks to all 88T &MMY03 listed below, F addtion&lWamatonfoWftgFWdWset*ewldoPraMclAppmv4W$ys*mmdMaft-DedoCvwtyNdJosefA000ptmcs(NOA),Gwr.Khl!S 11 HUS, HUSC series hangers Foos -mount hangers available In Willits ranging from 11-518* to 3- 9116" and heights faingift from 41.5tI91c, 11". Concealed flange version (H USC) available for models having vAdth equaltD or greater than 3-9016". 12 [US series hangers Fwo-mount hangers available in widths ranging from 1-718* to 3- W" and heights ranging from 9-114?1 to 16'. 13 LGU3.25-SDS, LOU3.83SDS, LGU5.2S_SDS Face -mount hangers 14 U.124, LU28, LU25, LU210 Face -mount hangers IS WC26Z. LUC21 OZ Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths ranging from 1141 V'to 4- 518" and heights ranging from Wto 10-15110", 17 MGU&63-SD$. MGUS.2"DS, MGU5.50-SDS, MGL)5.OZSDS. MGU7.00-$D$ Face-mountharingers, 18 MIU series hangers Face -mount hangers available in Wdths ranging from 1-9/1 O"to 5- 118" and heights ranging from 6-1 &IV'bD 19-10. 19 MIUS26, MUS2S Face-mounthangers 2D SUR, SUL, SURC, SULC series hangers Skewed face-trrount hangers available in widths ranging from I - 9116" to 3-9/18"and heights ranging from 3-1/1 ir to 13-W'. Concealed flange version (SURC, SULC) available for all double 2X and 4X models; only soubs flongs is concealed. 21 U series hangers Fooe-mount hangers available in widths ranging from 1-9116"to Wand heights ranging from 2.5ff'to I 1 -1/0'. FL#IDW-R,B 16"A Product Descrintlan I BA series hangers Top flange hangers available In widths ranging from I VIS"to 7- Iffand heights ranging from 7-1 Wto 30". 2 DGBF series hangers Top flange hangers available in widths ranging from 3-6/8'to 7- 118"and heights ranging from 9-1/4" to 24"� 3 DGF series hangers Top flange hangers available in widths ranging from 1 -Ir21 to 3- 518" and herights ranging from 7-114"to 2V. 4 DGHF series hangers Top flange hangers available in widtins ranging from I -W** to 3- 518"and heights ranging from 9-1/4'to 2V. 5 [-�G5, EG7. EG9 series hangers Top flange hangers available in vwdft ranging from 5.1 W to S. 718" and heights ranging from 1 Vic 32-IrZ', 6 EGO series hangars Top flange hangers available in vAdths rainging from 3-W to 7- 114" and heights ranging from 1141N'to 32". 7 GLS series hangers Saddle hangers available in widths ranging from 3-114"to 8-7fir and heights ranging from 8-1/2" to 28"_ 8 GLTV series hangers Top fiange, hangars available in inicithis ranging from 3-191 to 7- 118" and heights ranging from 11 1 to 321, 9 HBasirieshangers Top flange hangers available In vAdthe ranging from 14MV'lo 7- 1/21F and heights ranging from S" to 37. 10 HGLS series hangers Saddle hangers available in widths ranging from 6-1/4' to S-71V1 and heights ranging from 10-1 rZ'to 26". 11 HGLT series hangers Top flange hangers available in wifts ranging from 3-11V to 8- 7/8" and heights ranging from 7-117to 32. 12 HGLTV series hangers Top flange hangers available in vAdths ranging from 3-1/Vic, 7- 118" and heights ranging from 14"to, 33'. 13 HIT series hangers Top flange hangers available in widths ranging from 2-&1V'bo 3- 9118" and heights ranging from 18" to 26'. 14 HUSTF series hangers Top flange joist hangers available inviidths ranging from 3-1 W to 3-W1 Wand heights ranging from 5-3Vto 13-145". 15 HUTF, HUCTIF series hangers Top flange hangers available in widths ranging from 14111f)"to 5- 1/2" and heights ranging from 3-7/1 tr to 15". Concealed flange version (HUCTF) available for all models having YAM equal to or greater than 2-91le". 16 HWP series hangers Top flange hangers available in widths ranging from 141116"to 7- 118" and heights ranging from 5-3/8r to 281. 17 HWPH series hangers Top flange hangers available in widths ranging from 1 V1 V'to 7- 112" and heights ranging from 5,V8"to 32'. 18 ITS series hangers Top flange hangers available in %widths ranging from 1 -WIV'tD 3- 518" and heights ranging from 9.1 Wto 10". 19 JB series hangers Top flange hangers available in width of 1 -9/1 O"and heights ranging from 5,VS" to 7-114". 20 JBA series hangers Top flange hangers available in vAdth of 11-9/10"and heights ranging from 9,Vl fy'lo 13.1 W. Simpson Strong -Tie 2020 F13C Approved Products Updated 12rA2= For dreat Inks tooll 8STawrovelsfated below, CLICK HERE For additional inforrnation!!�Fland�aslkalvwide Pro" ApprovelSystem wil Marni-Dade County Notice ofAcceptience (NOA). 5 SET-XP Adhesive Anrhor for concrete 6 Strorig-Bolit 2 (STB2. STB24M ST B248S) Strong-Boft 2 Wedge Archorfor concrete available in carbon steeland Types 304 and 316 stainless Mel 7 Titen HD (THD-H. THD-HMG, THD-H4SS, THD-HOSS, THD-CS, THD-CS8SS) Then HD Heavy Duty Screw Anchor for concrete and masonry available vAh hex head In carbon goal and Types 304 and 310 slikinless *took or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (THD37634RC, THDSOQ34RC) Then HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THDB25168RH, THID8371581RHI, TH037212RH, Titan HD Threaded Rod Hanger for concrete TH050234RH, THD10212RH) 10 Wodge-All (WA) Wedgle-All Anchor for masonry FLMS230-RO AW Produ-F Model, Hum bar or Name I AT-XP 2 Er.HP 3 SET_XP 4 Strong -Bolt 2 (STEM 6 T*n 2 (TTN2) 6 Titan HD (THD6H4SS. THD-HOSS, TH D-CSOSS) 7 Titan Turbo (TNT) 1`111116937-1113 129.1 Number or Nam* I )04BI01 K XISID16, X010164K XQISI018, X01 81 OIO-4K 2 XLQI 1 4T`1 224, XLQI 1461224-2K 3 XM101 14S1 224, XMQ1 14131 224-2K 4 XQ 11 4SI 224t XQI 141131 224-2.5K X1 14SI 224, XQ11 I 2SI 224� X011 12BI 224-2K 6 XU34SIOIS. XU34BI016-5K FJ11115320-RO JgL1 Product Model. Nuts bar or Name 1 DSSCB43.5: DSSCB4S, DSS0848, DSHS 2 FGB43.5� FCB45.5. F-CB47.5, FCBQ_S, FCB411.5 3 FPHSD34SICY18, FPHSD34BI01S, FPHS034BI018-SK. FPHSD34S1214, FPHSD34B1214, FPHSD34BI214-5K 4 LSFC2.25, LSFC4.25. LSFCO-25, SFC2.25. SFC4.25, SFCO25 6 ILSW4.25, LSSCS.2161 SSC2.25. SSC4,257 SSCO.25; MSSC2.25� MSSC4.25� MSS08.25, MSSC4.25KW, MSSC6.25KW 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKWSAS 7 SCB4S.5,SCB45.5,$C84TSSCW.5, SCS411.5, MSCS45.5, MSCW�S 8 SCS324"7. SCSS2-"T SCS02-&l 18, SCS82-51118 9 WM.25, SCWS.5 10 SJC825. SJCIO.25, MSJC&25, MSJCIO.25 11 SSB3.518 12 XLSH34B1414, XLSH78B1414 13 XQISIOI 8, X01 B1016-4K XQIS1214, XWB1214-35K, XQM1224, X078al 224.3K, X0114SI224, X0111481224-23K)(01 12SI224,XQ11281224-2K.)0461016-SK XIS1DIO. XlBI016-4K XISi214, XIB1214-3.5K Product Dascriation AT-XP High -Strength Acrylic Adhesive kir concrete or masonry ET -HP Epoxy Adhesive to wasortry SET-XP H igh-Stranglit Epoxy Adhesive for masonry Sirong-Bolt 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Titan HD HeavyLl)ury ScrawAnchor for concrete available in 304 or 316 stainless steel with hex head, and M6 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Dawrintion 010.16 Strong -Drive X Metal Sel�Dridrngl, Tapping Scrown with #3 Drill Point #12-24 Strong -Drive XL Largle-Head MOW Ssilf-Milling, Tapping Sorews with #6 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Nye XM Meditimr-Head Metal Set -Drilling, Tapping Striewswith #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive XMeW Sellf-Drillft Tapping Screvvs with #6 Drill Point *10-16 Strong -Drive XU Moat Saff-Drilling, Tapping Screws with #1 Drill Point Product Desicriction Bypass Framing Drift Strut Connector Bypass Framing Fixe"p Connector #10-18 and #12-14 Strang -Drive FPHSD Frarning4D.CFS Seff- Drilling. Tapping ftiem Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slicle-Clip Connector Bypass Framing Connector Head -of -Wall Sfide-Clip Connector Stood Joist Connectors Bypeas Framing Slide-Chp Strut Connector #14-14 Strong -Drive XLSH Shouldered Self-DrIlling, Tapping Scrum 010-111; 412-14, and #12.24 Strong -Or" X Metal Self -Drilling, Tapping Screvis Cn ICU > 2 2 0- 0 ca. CU 0 -0 -6-0 0 a) IZ Cn CD -I.-a , CU 0 - ICU Fn 0 0L_ 5. a CD 3: C = .0 LL - CU C) .6- %*- 0 CU > "n E 0 CU IS m C/) f WWI C%4 C%A Q_ LLI :N. LLJ CD e- U) C.J -C%4 CC >< W- CL_ Qq CA W CP M C14 CD E CP 0 M M W W ID = C= ca E C, s Cn E :3 Z CU 0 0 =3 U) ICU 0 L_ CL 0_ 0 L_ CIO M CIO LU Z __J Z a_ SHEET NO. PA 1,2 Cf) C0 N U ram O Q O 0 ULU NCo a .� V Mind cvCIO N 0 L- EL Static homare O LL Siding > p .� -p E O signed ad Pruime ezpnw Cn ( � � along glass !-- N N C .o W > C c� o m N C C= C N C � =a m 3 3 m N Q.0 E C' a � 0 �. E -�--+ Z � ICU O L Q O Q O L� CID U m O L �.■ w M z � z J d SHEET NO. PA 1.3 M ��s�x�' rsta�►ucrcas�r�t. s€c�t�f Iadinstries. Ps;? Inc. I''i�T' Itrirs.Ibr: Pt � i' i�otsfriesa Iae, t ��s�swsa�a �T't�'�CEQE.,A�CE�I'A�T�;E:E%'�1Ek�CE�UB N'�41IC►CGEA��►Tt�E:Et�'�3EPSE�B D$!�t`'O� I:A�'�],Ci AI:D FCI'1&�Ft�tIC �E�EJ$� Mime, Fit 33373-2+174 z �aal3� NOTICE 4F ACCEPTANCE: EVIi3E�YCE SiJB�TI'ED D. QLtALYi�' 115�[�RA�fi, AitiTIt:E.C;FACCEPTAi�TCE . OAj .r..r.:�aF 1. E�cesd:.andt�rvs:Nib A. DRAWINGS B. TENS (rian�b�i} L iladeD� oifR,�atoc�r and l�asa�ces �)- . PG?I�mttiairs, Imo: 1a74 T�''� 1. g+ia�s�die dsa�witigsand �. 5_ Test r cm. 1}AerTest, � FBG,'TAS.2t�-9Y4 K� �F''inice, i'L 34Za5 (S�rlra►�ed undtr.tVf1� aYa 11..A1 +�T. �} �} Us�€tmm Air' Ted, per FBC, TAS 2-A4 -E. i�AT ESL CERTiFTT+CAT��]►�i'� Sri: �. � Na: ilk-�47$,0, t'"Vinyl: Mass Dock NUA ¢1��, sites 1 3} Water -Resistance Test, pee FBC. TAS 2�2A�. L Notes �f Acae�'a�e I+F� I�S�-�@328.1d is�ed t+� fTi� E I�tat f�ti�eir 'All�sN..��A.�ai�a.:g�is.,�aaue�dmdertt�aYp^p�c�btenttessed�ne��et���+e�s.�s+��ar_..��,�y;��`I�e t �� ; �- , .: , - . ' . ,i,�.+ep}�,{�Y�,A���*�, , � A dci � Test FBC. TAS 1�►4 '�j It }� `fie Ri$;id P�'GEz�eri�rr Wiens far'RFi�dows and l%ars", date�ci t>$fi311�: " sW�..wausaa�f3�Ts�i4�:�eal�Git�'izvu�L.':►,+c�cAaR:�AAi%O �,. y1� ��p��j�+'�21 VYLWJILI; ii�i�.L�i�AiRa �.,i�. l� iiT ��} �� �+, �}.(� TAS ��L.����T�p�1:7�.+, itS.7 LVi 7t }/����/��(} ��'i/J!J{TIiJ�:. . t�eiu.Dade=Cam*aadod�caa�ilve�+edbyS�e.A�sncs�"F�a�c�g7�iaoaEA�. t`t FQmCett�F.tlttF�e�,p�i';l�BC>'T1�S2-44 2. Not�c�:a�'A�ceptaNa_I�9Zi1:88ita'�it�FIa�cd�urih�ir'R�"E This.�C�►A�altn�ttbe�eri�cpea�daoesi�t�db�to�rTbe-e�Co�ro�aet.aiSeeticce. B. TESTS yam;=�,yF d a tip of vinyl. S docc 1 Ta®. � and l�gitlr�r Sir��es {3��-'mite} id'�fC�i�►r Erns t� (� m Dtade ) aac�,r,�7 (ffirs oItcerini DadeCooa�).nKserve she nighs to have t�fs ... _ . ,.. ... ... .. L test �._ } opt 1 tTt�dmn Statue �'lir Tesk e . � 1�CD TAS �94 '"ii"sa ) .. � �+ #�a: �„ Qp �p 1 ��ry � .. +�,� t��, Tea T , �W.t #� � 1�F 0.?YT; dated ifVS�`�F stood a w." �f�at�ws Kati Doors datet3121Ci1$tlC�, acpi�g. va 121�911i_ ... ..:.. p�odac aa��oa�anaddf�r-pup_3ft�si4sp��idctct�artoopeias�a�c�gted : ... _ . _ .. - �} Lazes.'hest pegs �'8G; TAB ?Ai�4 ,�F _ sewed blr Idakoas . P. E. ('fit separt � � 1� 5 aan�i t32111C1�S) - - - 3. AT:crrfA a�tceNc I5-0'SZ$.15issased�ct�i�tsi�Fosilftsfthen . maane�t,the3�+e�R+►3Ni'l�fli'�`'�et�f3+�ti��',�d'BfitA'H71?eT�rt�Ye4lpi�a�i�: �f � � ._ .. �S, Test >�ott ast I} At�rl� Ties per F$�, TAB !-94 , Ct191 '�#mtiMd i!1'L White Rigid LVC�:31R' Eid'�0n3 fsuspesid or �) tire. use � � of maser�l Wsltin 6ceir jcgis $ER seserv�s the rjght to semIre this _... ., _. �, ci ass d�iemmetibyD�e �omm�r� Ca�hra�.'�,�cl6ss s� paodnctarsi %tile #o . dmvinp e�laflgwv�madaett-� and afvmyrt s gia� dc�t, wed •�+� 2} Usis%m Stad�Air Premete Test, pee- FBC, TAS -94 � Wmdaws arsssii Doors , dacted:Q8JllilS, egg as: �i9iT30AtI9_ �T r /� „ ���+�ynr y+ y�r�g� ��{ g� Lea, iz�, Test F�^� �sg�+.� dated ���_ iQ l'+b t � #LiV /'t#�y ".'.'.'' �},,� +�+�,,e► �y� +� �j ��.�4�+k:. i iR�,�.�3"374r� 1 ��':r'F_ �. :\ �A'�+_�� �!R"V *��@� �i'.L�t'�:..i'1:tiT17C�uSA, imed }■�.�� �p �.•.. ��/y♦� _. , _ ,.- M..� �l0��� � �MYr� d� lV . A �� W V >• Y/1�/�84 scaled bql�"aimis.Clrtegay.F.E:('Y'rst �epat:.�fl?llSf2fiabat4r1`4} .�La�eIt+��eTe�perFB�, TAS'�1� u-a):Ri$tedP�'CEaserior /)�/y��,�y)y/� i�.fcn'fbeit�raNand t+erShades (Novaka �y���(,�� �.4Y/ai�r/�!f1 /i .t ,/�y��/)y /a��w� /�/ �yr� �y� py x �� ��{{�/� TAS 4tTfi�� �lil.i�i`iY 4.�•.i/v`,'�i �.i +ixi:/}��f.4r.�y�;�,I��'yT ■/y. y��%}• •�,�����(!��p/y. ...���RRR /J��/�� 5} V--s �.•+Yw.ii.M�1iYVa fIY -.-. �y�. a ����y�■ �yH■ /�� i��Dy1Nl �ii Y'{i f.L expift ..�V� .f �YA_1pp//�{ ♦ . ���oN: � #� t �.� nor tllcirt}�ehro9�d:13.�rarat�rs-L.�. y�)�/yy��..�,/yy�� ♦��a��j��' .. � SLdi..� 11 ?aa �Y T�_. t .YY .TAS LYit 1 ! _ - .1� aim withasaftd-W s _ _ • • _ - : � and installation � '_ � �ey� /.�/.��ry,�1 ��yl Jw NYii'f.M .A A : No. i��.� iK i.i'4L'i1. F .0 issued - � � "�ire��e A1LDiTAL i>I3C1�E'�T: Dca�gNa:�-55'�:� R+evi�s�d `°V� 3a(ivss iI+u3A�", s1� {�� _ 4} WattrRe Test, per Fes, TAS 202-94, .. 4) Lie � .YarpactTest per kBC. TAS 2131-p4 - bI€ F� Testing Lib, Inc_ Test itt Na: FTL 8�2, dated 1?,�4�I15, signed and seeded bgImis �. P. E. report � vsZ,O2l1.SIZ01� Ltc: faabear and -Leer Shades ofCap Coated Reid P"4'CEaor Ezirans-far'4���s •asd-Da�onrs ciatetl}#�.91'��ip�5y�iy,l.�.i��i=.. atpiring +� p4�Ly�r �,,y�� t �p� I��� y�yy� ��y ��%���} sealed 1 '+ oi L1f � _ J mp WIC 10�..d 1 5 and �i{ iStr73A.Y t7.ii Vi.IV [fL1, signed � a74�/Yi{! � - � .. r . C �IiV'md Pie Lvasilp�r FBC,'TA 3-�4 . _ ' 7, fiest as�t aas 1j �7 Stag �s� �est�-prrFEC, TAS ADZ-�9� 6a � a� " .Y3 ' N7 Y�L"4a..ra.1�1 i r f �i A� �l' Fenestration SA, t 'T1.Z wed �St�utt� A. LymfI++i�t', F �, bEa�gl�at=DrdeCaastgPrad�tCo�dR�estamttie Nc�aa� of ,� Faseed Ear ; Fri Fi1�.TA$ 2E12��4 �} Lasge � hmq»t Test perFBC, TAS'201�4 , „ Inc, fac.tl�r "wise R�d'I� C Es�nur Es�rw�oas for �mriet�s aad I?a�rs dated Accupss�awoberaed �by.�e DadCMAY e � sct:Se%iscn. i��E.I3�FAf."T I�ATLNG: l�t>�jr�wdSsaii]�SsiicTrtl�urt along dnia:a3 cwfvmyl ghee �aar,.pa�3 -No 3} � t�Vind.Psts Loa�dmgper.FBC,TAS 2+03 Il81It31i3, os►88I"i."8. . by F Tesfmg Lab.; L�., Test Report . FTL � ,dated i i,�065, ss�cd and : aiossg wins nd-ndraivito p and � {off vinysliding gUss l . does; � 7: Test 'sue �sj.14�'-?ikj, 152'7? 535753-�9;per A►S'fME-$4, I.ia�fns�s: sued, � Ida�etns �4 P_ E.. {Tesrepartievised t � 81�Io atx! t)?1i Xl2Oi) by Fenesitation Test♦ Lam, Inc, Test Repast Nay FTL' tAmples A-1 tinu A : 22), dated AYST�dtJ1 and AS'I�U�35issued by . EXflVA ter. Vim Extrusion: fo N N O N !� O O N ca -v a- c �� U -� to CU � tU In O 0 Q. O 0 � O Co O > .� N E O t!� -*-' CL Q N N N s N i w or- = N cc z, � at c=a a N y A to `" w d x u « +=4 3 � � C6 v 0 zU) > 0 � a/ O Q U O >� U m Q L o w z J Z Q a SHEET NO. PA 1 A MIAM 1Mt1AMY�ADE COUNTY •m� PRODUCT CONTROI, SECTION DEPARTMENT OF REGULATORY AND ECONOIKIC RESOURCES (RER) 1180i S1V 26 Stied, Room 208 BOARD AND CODE ADAZi1ViS"Y'ltATtON DIVISION Miami, >" lagda 33 i 75-2474 T (7Sb} 315-?S90 F fi�s� 315-zs� NOTICE OF ACCEPTANCE (NOA} _r�,mfamidadenovteeaaamv Cant -Crete 1. USA, LLC NQTI+�E OF ACCEPTANCE.: EVIDENCE SUBMITTED. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-060�.i14 Cut 3, -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAI. # IZ-0209.12 Cast S. -Crepe USA. LLC' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-U903.83 Cast -Crete USA, LLC 6324 County Road S79 A. DRAWINGS A. DRAWINGS A. DRAWINGS Sef6ier, Florida 33584 " " L Drawing No. FD4612, trued Precast �d Prestressed Lintel Details ,sheet 1 of i, 1. Drawing No. FD4612, tilled ",Precast and Prestressed Lintel Details". sheet 1 of 1. Drawing No, FD4612, titleai "Precast and Prestressed Lintel I?etails'; sheet 1 of prepared by CraigParrnv, F.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, b Craig Parri»o, P.E., dated March 24, 2003 and Drawing No. prepared Y g g 1, dated 03/24/03 and Drawing Na. LT4612, titled "Cast -Crete � 6" & 12" g SCOPE: "Cast -Crete 4 ; 6" & 12"Lintel Safe Load Tables-, sheets ? through 3 of 3, prepared by .. " LT4612, titled "Cast -Crete 4", tS" & 12»Lintel Safe Load Tables" 1 Lintel Safe Load Tables'; sheets I through 3 of �, last revision dated 06/1211�, all . . . This NOA is being issued under the... applicable rules and regulations governing the use of construction materials. . . dated April 2 2003 bath Craig Fmrrrro, P.E., dated March 24, 20a3, last revision #lI dal &: 3 3 b Craig Parma P. E, dated March 24 2003 last through o. f prepared y , . prepared, signed and sealed by Craig Parnrto, P.�, on 0&/19/14. The documentation submitted has been reviewed and accepted. by Miami -Dade County RER Product Control drawin ,s ed and sealed b Craig Parrina; P.E Ss S'rr Y , _ revision dated March Il, 2(108, all signed and sealed by by Craig P`arrna, P.E., an Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS ( 1. Test report on flexural testing on 4", 6» & 12"Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) co lintel specimens, perASTME-529-94, prepared B. TESTS C. C. CALCULATIONS Section (In Miami Dade County) and/or the AkIJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30d04A, dated 04110/03, signed and 1. None. 1. Calculations for Cast -Crete Lintels, dated 08f1912t11d, pages 14.20I through 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, /TiT rE_C0 ..\ TILLIT' TEBTIM a EMBIMENING COMiWW PRODI ="ALUAUQKB1J03lXfiD_2qA7MA 2 2.2. TEST RMKM: Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads XBODUCTJOLAILVA27011 EMKI _P40. 2114r7n.81 3 S. MATERL41L CHARACTERISTLCIMD SPIEGFICATIONS: Shall be strictly In acoordance with General Notes and Components Indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing JT - /Tfl:—L E C 0 1 P4 C \ TILLIT TESTING IS ENGIMERIM COhIPANY PRODUCT n&IA:A-n0NRKKfflTNn. n!VtZR2 2 22- TEST REPORTS: Large niftelle Impact load tests were performed under SSTD 12-99 standard as per section 1609.11.2 of the Florida Budding Code. Uniform static loads as per WAUTM A. TYLUT, JK, F.E. An. 47 WAUERA. nUJT, AL. M PRODUCT EVALUATION REPORT IR'"ItCOOSWI.Corn Fit U—N, 44167 FLC.&La_N� 11106115, or. per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-17& Anchor specifications shall be as Indicated on Sheets 1, 7 and 21 of Section 1709.8.3, per ASTM E-330. Test reports prepared byAmodcan Testing Testing, Inc., Reports #96-569 dated OBAW1998, #"470 dated 0911811996, 26, of Product Evaluation Document (P.E.D.). drawing No. 20-1176, Lob of South Florida, Report# 0814.01-01 dated 03111102 witnessed by William PRODUCT EVALUATION REPORT #N-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, REPORT NO.: 20-0727.02 R. Mohner. P.E., Boriz Moroz, P.E. and Henry Hattern, P.E. and Report No. P.E., Fenestration Testing Laboratory, Inc. reports #2032 dated 04116/199a and 0219.01-09. dated February 26, 2009, signed and sailed by Edmundo #21126 dated 10105/11998wItnessed byGilbert Diamond, P.E. and Report No. 7. LIMfrA71ONS AND CONDITIONS OF USE- DATE: July 27, 2020 Largoespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic REPORT NO.: 20-0728.01 0219.01-09, dated March 4,2009, signed and sealed by Edmundo LaMaespada, loadings per Protocols TAS 201 & 203 as per section 1009.1.2 of the Florida P.E. and Henry Hattern, P.E. 7.11. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters Budding Code. Test Report prepared by American Testing Lob of South Florida, DATE: Juiy28.2020 Tensile test report No. 9CM-197 by OC MetediUrgical. Inc., dated March 13, 2009. on shost 1 of 26, as well as General Notes # 1 thru 4 and I I thru 16, Indicated Report No. 1123.01-10, dated November23,20110, signed aid sealed by Jullo I - Gormalez, P.E. signed and sealed by Frank Grate, P.E. on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT SUB -CATEGORY: Storm Panels PRODUCT CATEGORY: Shulters prepared byl"Ifteco, Im and signed and sealed by Walter A. Tillit, Jr., P.E. PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM Tensile test report No. MM-198 by OC Metallurgical, Inc., dated March 13.2009, PRODUCT SU13-CATEGORY storm Panels 2.& 3 17RUCTURAL ENGINEERING CALCULATIONS! 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PANEL signed and sealed by Frank Grate. P.E, as per ASTM E-8 and Tensile Test as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on Section 116213.2 of the Florida Budding Code. per OC Metallurgical Report No. 1 OKM-1 318, dated December 1, 2010 signed PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as wall as maximum anchor spacing vs. design wind load and panel MANUFACTURER: GJgW Putection Products, LLC and sealed by Jerry Jaclolano, P.E. as per ASTM E-S. MANUFACTURER:- alobw Pfflumen length based on rational and comparative analysis, and In accordance with 7.3. Product shall only be Installed Into poured concrete, concrete block, and 4800 S.W. 51 Street EmambAix, 4800 S.W. 51 Stroot section 1616 of the Florida Building Code. Calculations prepared by Tifteco, Irv-, dated 11103108 and 03/12115, signed and sealed by Walter A.Tillit, Jr., P. E, wood frame iitructures. Davie, Florida 33314 2.3. STRUCTURAL ENGINFERINQ CALCULATION& On 24 Gap Galvanized Steel Storm Panel for maximum panel length vs. design Davie, Florlds33314 wind load, as wag as maximum anchor spacing vs. design wind bad and panel I PURPOSE OF EVALUATIOW 3. MISSILE IMPACT RES18TANOL- Product Evaluation Report prepared by Walter A. Tillift, Jr.. P.E. (Florida License 1. PURPOSE OF EVALUATION: length based on Fational and comparative analysis, and In accordance with - This Is a Product Evaluation RqxA Issued by Walter A. 71111% Jr., PJE. (Systom Large missile Impact under section 1526 of the Florida Building Code, as per TAS 201 Protocol. No. 44167). President of Tiftoo, Inc, (Florida CA­OOOe719), This Is a Product Evaluation Report AsuO by Walter A. Jr., P.E. (System section 1604 of the Florida Building Code. Calculations prepared by Tllteco, Inc., dated 12118110 " 0&27/13 (for this revision), signed and sealed by Walter ID # 1906) to 11he Global Protection Products, LLC, Rule Chapter No. ID * 1906) to the Global Protection Products, LILC, Rule Chapter No. A TIllit Jr., P.E. 0 1020-3, Method I D of the Florida Deportment of Business and Professional! Regulation. 4-MD LOMS R "00"'ItHION" 0 iX.T14 11,114120-3, Method ID of the Florida Department of Business and Pref"alonal Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind Maximum length boas Indicated 3. MISSILE IMPACT RESISTANCE Large misaide Impact under section IW9.1.2 of the Florida Building Code, as per This product Is being issued an Evaluation Report as described herein, and has pressures. panel shall on sheets 8, 10, 14,15, This product Is being Issued an Evaluation Report as described herein, and has SSTD 12-99 Starxiord and TAB 201. been verified for compliance In accordance with the 2020 Seventh EcIfflon of the 16. 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. .44167 been verified for compliance in accotclance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended 20-175. Maximum Anchor Spacing shah be as Indicated on shoots 8, 9, 10, 11, STATE OF Florida Building Code, and to vs* that the product Is for the purpose Intended at bW equivalent to that required by the Code. 14,15,17,18,19, 20 25 and 26 of 26, of Product Evaluation Document (P.E. D.), drowing No. 20-176. at least equivalent to that required by the Code. 4. NND LOADS RESISTANCE, This Product Evaluation Report shall be subject to review and revision In case of 5. INSTALLATION- ......... This Product Evaluation Report shell be subject to review and revision In case of 24 Gage Galvanized Steel Storm Panel has been verified to sustain w1nd pressures, Maximum panel length shall be as Indicated on sheets 3. 9, 10, 11, a Building Code change that may affect Its limitations and conditions Installation shall be performed strictly in accordance with details indicated on a Building Code change that may affect Its Urnitations, and corditions 12 and 17 of 18 of Product Evaluation Document (F.E.D.), drawing No. 20-1175. 2. EVIDENCE SUBINJUIED, 2.1. PRODUCT EVALUATION shoots 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 shall be as WAIILL DA TILTECOADMON RECORD61 P. 9. PAPORT-20 k GLONAL PROTECTION PRODUCTS, LLC 20 GAGE GALVAIAZED STEEL STORM PRIEM DROM TO MI 761 REPORTR 204MOI 2. EVIDENCE fiUBMTED: Maximum AnchaIr Spacing shah 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. -&"- DOCUMENTO Drawing No. 20-176, trded NO GAGE GALVANIZED STEEL STORM PANEV, Indicated on sheets S. 14, 16, 26 and 28 of 26, of Product Evaluation Document (P. E.D.), drawing Nm 20-176. 11, PRODUCT EVALUATION DOCUMENT (P.E.D.): *24 24 Gage Galvanized Steel Storm Parned has been verified for code compliance to work as a non -porous sto... shufter assembly. as per SSTD 12-09 Standard. sheets 1 thru 26 of 26 prepared by 1111sco, Inc.; Signed and sealled by Walter A. Drawing No. 20-175, titled GAGE GAILVANIZIED STEEL STORM PANIEV, Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part IS Evaluation Report. No, 167 sheets I thru 18 of 18 prepared by Tillow, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 0712712020. This drawing is an into 4 ),Via Evaluation Report. N DEN 67 44167 -7 167 A op.10'. W _Q:� TATI: n; ORIO 1 ov, E V 6355 N.W. S"et Suite 305, 0, 10 AL I'D . . .......... . .. 6.355N.W. 36thStreet, Suibe305.Miamit 3611T Minni, FlorW 33166 - :(30,5) 871-1530 Florida 33166 - Pbona: (305)8714 -1531 SUMB&AMM. 83) IN CAR THAT PKMW STIONE. an PWAV CONDOM ftmom "im Olt WOW am= ME POUND ON THE am M - M MO 1001TING IMIL ANCHORS SHALL K LONG ENOUGH TO WAN THE MAN STRUCTURE BMW SUCH PAMEI& 1. STORM Amft SHONNIMM9%M 'EMOT �� Ca"TOR�00.1JA (P.E. UANCE IN M40CRAM SIVAL SE AS MENTIONED IN 8.1) NO 14 ACCORDANCE MI" THE or Irr��Ogr BEEN VERIFIED FOR COUP (C) in EXISINO WOOD F SISM MrAffy a , 0.&1 MKI " 4-1 IAPCON MICHORS, AS MANIAACrURED BY I.T.W. SULDEX, TIC WIND LOADS S*L BE DERUMOM AS MI SECTION 1420 Or ?HE ABOVE MENTIONED COOL #1'4_, P44PAIAN TO#" ID 00 PANELIATE PLUS AN04M AS MANINACTURIED BY ELCO CONS"RUICION PRODUCTS. FOR A MO MICED AS RIDUIRED SY THE ANNSDCMK WHERE THESE XF.11= ..r ME.=AU=) 0 I= A OMMMAYFXIM Nd-OSS. UNN ASCE 7-16 AND SHMI. mum I 'S L40 smm PERN 04 7�4 '# - Vr WOOO OkOHM 06 DISTRIMM BY ALL PONT SCREW, OXY A SPEOMILTY 00. OEM PRESSURE R%TX= MOICATM ON SHEETS 7 THRU 12. K 15. 16. It 111 20. IS IN ORDER TO VDIOY THE ABOVE COMITTION. ULTIMATE DEMON 00 LOADS DETERMINED PER AM 7-16 ti) MON" THREADED PPVWIQN INTO WODD Of TOCON AMMAS SHALL ME 1 1/2- NO 2- FOR ELCO AMIUMATE PLUS SHALL ME FIRST REDUCED TO AID OLSON MO LOADS BY MULTIRL114 THEM BY OA IN ORDER TO AND PAMEUMLE FEMALE ID. COMANK THESE W/ MAX (A.S.D) DESIGN PRESSUIRE R%TM MOICATIO ON SHEETS 7 lIft 12. 14. 15, TO, 19 20. 0 ORDIOR 70 WORWY 1149 ANCHORS ON THIS PLO, AS TWO WERE MITI OVER STRESSED. A 332 MCREM IN ME C.2) W1W1MUM THADIall MORMON Of LAO So" INTO THE VOW FRAME UNIT SHALL ME I t/2-. NO IHWEAOM DWAU PENETRATION 0111) SPJCW SIMLL ME CONSIOU40 AS POW OF ?HE AM� THREADED, PENETRATION MOVES TO* WMD I*" IMS UK USED IN TIODIR ANALYSIS. FNEIVIDIS VACIC TO WOW 46 SM METERMIMID ft ACCORDANCE WnH ILD.S. 2018. C�3) WOMAN EDGE OMTAOCE Of LAC INTO WOOD 94ALL K AS MOKATED IN TIME DMW44 =M PANEL'S AOEaUAC1 FOR IMPACT AND WIND MWM= HAS SEEN VERIFIED 01 AOCOMENICIE WITH SECTION IM Of THE AEOWE MENTIONED COIDE AS PER MUNWAK DOONMRMC A TIESTING WC. REPORTS WSW, 96-570 a 14-11JO AND C-4) WOM PENDROON Or WOOD KO" SHALL K 5/r. 1/4- 0-20 SCREOS USED SHALL ME 1 1/2- LOW WWJM FEMES110101TON TESIM LAIL IMC� REPORT #2032 & #2120 , As PROTOCOLS TAS-201. YM-202 MO TAS-203. SHOULD STUCCO TOM AND 1* MINIMUM Felt WALLS 01111 NO STLICCO. AS NU AS AMOKM TEST LAB OF SOUTH ROM REPORT #0219,01-011. AS PDT TAS 201. TIME 202 AND US 203 STAMONIOS. CA) IN CASE 11W PKCAST SION14 Olt PRECAST CONDOM PAMM STUCCO 09 MOD SOVIDS ME FOUND ON THE COSTING WALL ANCHITIRS SHOLL K LORD DMUCH TO REACH THE TOM 5111111CROVE 804M SUCH PANELS 2. ALL NAAWM DITRUSONS 70 K 6093-16 ^10Y 00 TOPOIL WESS 0TWERMSE NOTED). SEE 94M Z ATICHORAME 90U. BE IS MENTIONED IN CA), C.2) At C.4) 3. ALL ALUMINUM MOM METAL ISO AT CLOSIME3 SHALL HOME 3105-1414 ALLOY, (0) AN04M SHALL K IMITALLED FOLUMOIC ALL OF THE MEOOMMDGKIIOWS AND SMOCIFICiVIONS OF THE MCHOR'S MUMACnM 4 ALL STEEL INEET METAL PAMIS 94ALL NAME STKVLVK OMITY SML ASIM A-M MADE 50 WOMAN, EI-00 CALVOUM STEEL CE=WrON W/FY- 34.4 WW WIER ROLLED). It PANELS WAY ALSO SE MITALLED HORMONTALLY FOLWWO OWALLAIM DETALS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4 IH11DUM4 6) EXCEPT INXT WADDIS Q Ar 0 SHALL HOT WE USED • ALL SCREWS TO ME STAINLESS STEEL 304 OR 316 AM OR CORROSION P"WAW COMES CARBON SIM AS PER ON 30019 W450 MIT TOLD STRENGTH me 90 NO 106" STRIDNOTH & SHALL COMPLY W/ FLORIDA BUILDING 9 rT SHALL K THE REY"SMUrl OF THE CONTRACTOR To VERITY THE SOUMMM OF THE STRUCTURE ONDIE StUtTat 6 To K SOCTRIN 24, .3.4. ATTACHED TO MOM PROPER NOCHORAGE. THIS 31HUTIM SOLL ONLY ME ATTACHED TO CONCREM KOCK OR WOOD FROW WJLDPM • SOLIS 10 BE ASIM A-307 GALVANIZED STEEL OR AIM XM STAIMM STEEL. WITH 36 1=1 WOMAN YIELD STRENO11C TO- EACH REGULAR STOW PANEL MTN LOOTINS OUR V-41 110000H 12'-4. AS PER SOCTROIS 4. L 9 * 10 AND ALIVINITIN13 AW. 7 ANC40RS TO WALL SMILE. K AS FOULOW& M A TO* ON SHEETS 5, 41 & 12 RENTIODYTIMY' SMU. HIRE A 'EM AM READILY VIENNE MARKIND IWIFIMUCIOR; OWNER OR YENNIt TO SECURE PANELS WITH AMICABLE OVOOPMeff OUNING PERION OF HURRICANE MINIMAL (A) M-10111BALZOAM-ONGIM- IV. THE OWAUAOOH CONTRACTOR 0 TO S9ft,/C^AX ALL SHUTTER COMPONENT EDM INCH REMAIN IN 0011111MUOUTS CONTACT WITH I/!"Il TAPOON M04M AS WMYACMM BY LT.W. SULDM MIC. (M.. F­3192 041) THE BUILDING 10 PASAW WINDIPAIN INTRUSIO". t/4 0 It 7/1' CMX-IM SODOM AS MARNWACtUTITED BY Draw M (MO. F"3000 p.J) 1/4'0 a 3/4* SOLID -SET ANCHORS, AS DWfMLMM IT( ALL POW SCREW. BOLT & SPECALTY 00. 12. STORM PAND, OMMLATON %MU. COMPLY WITH SPECS INDICATED IN TIME DRAWING PLUS MY OtALOM AND ZONING INDICATIONS (mb, r-'3001) P�L) POOMPED MY THE ANtOOMM WHOM PERMIT 6 APPLIED, TO. #14-10 PAMEIAM FDANUE 0 A PANELMATE PLUS IMCNORS. AS MANUFACTURED ITT DUW COGTRucnom P"Onucts. 13. (a) THIS PRODUCT DMILLIMION DOCUMENT (PEZ,) PREPARED St TM PIONEER a GEMERIC Me DOES NOT PRDVIDE NFORRIATION ("N' F­1130 P�L) FOR A VIE — PROACT. I. WHERE THE SIM CONDITIONS OeME FROM THE PS-0. 1/4-0 OF TAP-QR1P ANCHORS. AS MANUFACTURED IT TMU-FASt Coffewom (f­"OO p.") &I) WARN VAMMOff Of TAPOOM ANCHORS INTO POURED CONDOM SHALL K 1 3/4'. r FOR PANEIMATE VDIALE (b) CommAc" 10 RWWMU FOR THE SELECTION, PUTICIIAK AND INITALLATION 1HOLUtW1G IF[ SAM Of THIS PRODUC7 0 AND PANDIALTE PLUS AND 1 1/4' FOR CF W-CM ANCHORS. BASED ON THIS 410 PAOMOOD HE/SW OM NOT DrAW FROM THE CONDITIONS DETAILED Of THE DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONtRACTOR'S RESPONSIBILITY. A.2) CAX-M & SDUD-$V M04M SHMI ME EMBEDDED IX INTO THE POURED CONCRETE. 40 DMMKW MM ?HIS PROIXCT SOUKTIOTI DOCLIMENT WILL BE CONSIDEM INMAUO IF MODITIM STUCCO SHALL SE PORMITTEIT 1/4" 0-20 SCREWS USED SHALL K I 11r IONIC MINIMUM SHOULD STUCCO EkW. NO I' WOMAN FOR WALLS WITH 40 STUODO. NO MAY OF HEAVID SCREWS Olt ALL TIMEADED SONEWS W/0 HEAD. (d) SrTE SPECIFIC PROJEECTS SHALL ME PREPAROD ITT A FLORIDA =WE= OMMM OR ANCIVICT WHICH WILL KCOME THE MUT WITH wm "WITS. OF RECOOD,�E.OJL=r VMW FOR THE 0 or:=M . ACC WILL K NEW USE OF THE AS A DELEGATED DROM TO THE A.3) IN CASE THAT PRECOIST STOW PRECAST CONCRETE MOIL% PRAM. STIUCOO OR NOW $DAMS K FOUND ON THE PXO. INGINOM SHALL MANS TO 00 LATTER THE SIM SPECIFIC DFWNM FOR RVAID1. DOOM WALL OR ROM ANCHORS SHALL ME LONG ENOUGH TO REACH THE $MITI STRUCTURE MM SUCH Met. ANDIMA SHILL 99 AS MENTIONED IN 41) SO IN A.2). (0) THIS PIA $VAL SEAR THE WE AND ORIONAL SEAL AM MOWAYUK OF THE PROFESSIONAL ENGINEER CIF RECORD THOT PREPARED, IT, 10, !"/W41' '"1:10.000MM IOINAS MAWAXACPURW By 11 1. W. MALOIX IK. 14 SHUTTER MAKFACROORS LAND. SHALL ME LOCATED ON A MIAMLY WSRILE LOCATION At STORM A"O"ORS Ile . 7/8' CIAX-411 ANCHORS, AS WONACnM BY OEWALT NO. (ON. r.-15OD W.) PANEL SHUTTER IN ACCORDANCE WITH SECTION 170.9.3 OF FLORIDA OULDIMIT CODE ONE LAW SHALL ME PLACID FOR EIVERY OPOING. LAMM To COMPLY WITH SECTION 1702.2 or THE 1/4'0 X 3/4' SOUID-SET ANCHM. AS DISTRIMUTED 11Y ALL POW SCREW. BOLT & SPECIALTY CO. FLORIDA MXUMNC OWL (MN- V,;­1900 P-0 04-11, RAELIMITE FEM" In AND MNMM47 PLUS ANCHORS. AS WAWACROM BY ROO COmITMICITI" INS MANN POLL ONLY K U0706--1 r"=')AS MAKAXTURED Of TRU-FAST CONTICIVITION COMM PERMITS IN T04E MATE Of FLORIDA PTORTUCTE t/41 IT OF 0 1) WMJM DAMUDIT OF TAPOON ANCHOOM EUVO PAMaMAM AND OF TAP-GAIP ANCHM FLORIDA SULDINS CODE (11119h olmft wrl" SIM UNIT SHALL WE I t/4-. 20 UK GALVANIZED STEEL STORM PMEL 9 2) CAX-IN & SOUD-SET ANCHORS SHALL K DOOM= 71V INTO Tit CONDOM SLNO t�* .4 67 INTO STUODE) SHAU. K PERMITTED, 1/4- 0-20 SCM1W3 USED OWL ME I Ilr LC At i - MINIMUM FOR WAUS TOM NO IETUCCD. W. _lCTS .-Cl EXST. AM I _Ws g 11 r 9! n - - \ IGLOGAL PROTECTION PROD 1A ­ Z177�� 1/ 1111111 INTO EXISTING $Joe" INSTALLATION DETAILS POURED FOR REGULAR CONCRETE OR CONCRETE PANELS(b &JA BLOCK STOUCTURES wwm AMNON, "Et WINNU a morts a "NOUN to Do mma a" Comm soon= GO 4 "SWAN TO 0mgm 8 "WAUON 0 coffm PWJM NORWAW -1-4 comcam ANON= 4 03 4 CONCRETE 1* up, Ile IT 2 3 "O'Sn"' POURED I 065ALIJ w-RON, - MIM& 0 sots", IN M MAW, _-7 Ilr aa MM NOWNCOM &.A 12 Iff CC &WOW* Is Vr IN: CONCRETE KM MIDLAND. Ilffr ww" Km I CONCRETE OLM immumm MUM. 4* 000010111t ANCHM $&soma m/ sm AMOUNTS CONCRETE 4) m CONCRETE *am OW 0) am own 0 r'sougm 0) On 90144MMUE sun 6 DOOM *I enm AN am wamm KuLD gg moumnNo ANTIERNATIE MOUNTIM E.D. - CODE DWANCE m wmmm I (SEE SCHEDLLE ON Siam a a 9) MOO i 2 I'r 0a TOP & 90TTOM MENTION CAN BE COMINNED IN ANY VAY TO SO ANY . ............ FLORM RNLOW COME CONCRETE REQUIRED. /4 LO. (09h Vs,-"Y Nwirrkene Zena)l am ILUM "M F.P. 20 UK MWANIZED STEEL SIM PANEL Dow MA lemmm am 8 MOUTH 0) GLOBAL P1110,111EC1110111 FROM= U.Jr- wAk#mw fT1 ME —0,.. \ e C - MOM sit III --- TILLIT � a emmommmN"Gompn ONEL M. 3U R�m a 20-t76 01111-Alt.rMs— "am DOOM-74M on A . ft � go W'w ok-oomm AWWA,,� TWO rar some ft. rX .-*I a �C= Met 10 TV 2111� �11TYP. ------------------------ COMPONENTS FOR REGULAR & LIFE SAFEEX, STORM PANELS 13,1911' COMM. 1111M�­ WIM) I -MO Ift THICK MOM A--M MI 2.Wr amumom SIM OK O-st QKV' ONK 80 011AIL TYP as 0-110, J�AIL7 4" a) STOM PANIEL END STOM PANQ PANEL Is no IV We MGM" ONE. A _04Z 7 *0 > MOMM"',­` LOAMMErOC V" KTAIL ACKNOW COMM 0 INDS OF POWS Do UP W/ mum ED". OCTS) (g) "h' HEADER (�) WO-MLAM 71V To ATNMOS I 12 Ilr 12 Ilr 0& 2.0 F Abr .9W Imr- MM VIX =0 ANGLE WM gryum STUD 4' _Mv. TOP MOO: I OF MANS. ASS' Aw JMV f TV AW Sam or umx maw low WITH STUO1 GNNAWM swim J IT 44167 FLORIDA KINAM CODE (10911% VOIN Agri MI= W_ WIND HUT ar Pon 29 WA GALVANIZE11 STEEL SM I NMI-. I awl PWMCTM POMM 4WILMMU ^IWAMNNW. 1411 wo MIT WON PNM tw)nl-7m oft 064081-0 WITNOLOW W/ AMRIM" ALI "Ja ek-OPM" I. I . OM 11AI IN 011L M , I F" FA9 9) Comm= NCHM 4 no UHWM am amms 4 MAPAN S) T-61 K�'A a - DORM *KWI*W= Want. 112� THICII; ALUIL TUSE an 11 - P.T, KAN SPACER Met I' Wa . %%M . I/r t�t'It wim $TV= g "ET 7 METE: "Nao DFTAIL FOR SPACERS B01TOM TRACKS ADJACIEINT SECTIOW X_X SMILE 3/6-1- IrMIED AT TOP OR muccaam a"= NOW I m0m 5" e ON L A,m, `WW, CASE A %WOW Vr &",Arm MINT Aw MAC_ J wiu 911111111116.1 JILD 99 mum= NO, No wmml'_� IUL.X ELL -ON DKEIANCE (SEE SCHEDULE ON SHEETS 8 L7--' CAN a FW31111CIRYALUAT TWOL 22:W7.112 3 5. INSTALLATON: Installation shell be performed strictly In s000rdance with details indicated on shoots 3 thru 8, 12 thru 18 of I S. of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation toglass shall be as indicated on sheets 3, 6, 13, 14, 16, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. G.- MATP-Rt&LTdiABACIERLiMCDAND-OPECP-MATKWC- Shah be strictly in accordance with General Notes aid Components Indicated On sheet I and 2 of 18,of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor specifications shall be as Indicated on sheet I of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7. LIMErATIONS AND COND11ITIONS OF USER 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Documend (P.E.D.), drawing No. 20-175 prepared by TReco, Inc. and *nod and seeled by Walter A. 111111, Jr., P.E. 72. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined an section 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed into poured concrete, concrete block, and wood flame structures. Product Evaluation Report prepared by Waiter A. Tffllt, Jr., P.E. (Florida License No. 44167), President of "I'llbeco, Inc. (Florida CA-0006719). WAYU D:ITILTECOADMONRECORDe%P.E.REPORT.20%GLQS/ALP6S '14N P GALVANIZED STEEL WORM PANEL � DOM 120-170 % WYOFET 0 204WNthr.. i own twk 1/4, 2/4. 3/4, 4/4. 5/5. 7/5, 1W110' 2W/10, 301/10, 4W/10. 6/5 5W/10. GW/11 & 7W/11 r Ma Amomm. POW CONCRETE SM gam" an SHEETS a & I r mAx_ 11 WIN. Mo ­ SIM smanm ON 11111113 10 At 11 1* WL I 0 7 r--r --- r--r-__r_T__ r t-41 -Rii�il ummm PAN" io&& AS &A TT,,W "'I-r IM SECTIONS APPUCA" E6 0 3:" 1/4, 2/4, 3/4. 4/4, 5/5.7/5, i r-I MOL IW/10. 2W/10, 3W/10. 4W/10. 5W/10, SW111 & 7W/11 i ANCHORS: FOR CONDOM SEE SCHEDULE ON SHEETS 9 111 9— To WOW sm SOCIMNS Oil SHEETS 10 a IT REGULAR STORM PANELs ni& Q ELEVATION omm Dow .1 UM WLLM MAX GAP % FLOINDA K"019 COK (NO VaINIft ZOM)i 44167 exam unam mc. 20 GAGE CALVANIM SIM SIM "M F.P. DOWN ft 11LIEC0.919. 0/0 INTO, OLOUL PmCrION PRODUCTS. U.C. sww WML MOIL. Oftp"-Taw WK. INHOWN., 20-176 mum W Nu ovicam Amnon on SCHIMILE IN SHEET 0 MILIF go TOM six i OF or V I WX w L Ir OIL I �LW.�X 'X MAI �4 $3. WLT ON MIT 06r n., 0 121 - rA - am OWANGE (SM SONEDULE ft =CMK COMBINED 01 AW WAY TO SUIT AW INSPIMAXIDN. IN, soma M JAW "Ar-F Comm= ANCHORS L-1plNum am WORM OR ATIDNOW� FOR CaNCAM SEE McNIOULI: ON SHEET $_ MR M I P SEE SECTION ON SHEET 12 I'd. 2.6r r oft -1 MOVIE V%Lm S. 1% 0" I I M I In MAX Lo.L.e.e +tILE;r%'4 3* -Room MR SEE soma ON "W am SK)MICTIS ON SIM 12 ARM STOW W 3/3r 1/4' MAX GAP o=N 4 N oM�44 �t4 1/4' wxt I '�) — — ULM M40a (D Cn —Cu > 2 0 ca. o 2 CM CU 0 a - Cn a) Q a 0 = 2 5_ (D 3: CU = 0 .0 CU U_ %1.— 0 CU > Cn a) U) E " .2 CU 0- 0�. F_ ICU .0 To C: .- _10-a Cn Z Z W mi %:d 9Z C14 ca C6 ca CL. C011 83 c: a 4- CP .14 .0 Ca W 49 Wo Cn -*aoisa C/) ICU 0 L_ C/) CL 0_ C: CIO 0 A - cl) CU M LLI Z Z a. SHEET NO. SH 1.0 �ru',aua�a�a=a�s;aa��a� i N 11�111111�1�1���1�1�1�1l1�11. i i I,h. � ■ -mrbb- �n� � ��nr 'MnM ins Ana. ra�r�Ki.\BKIaSaWM�MrMBlitK7al � --- 1 1 1 wm a1 ir[ . r OC Y� mMMNI�aMAK COMMON 1 AM1 14N�N'MiM N/ >fMa"�'M•R� FW W1ON I n!.��da-errs agloom 2 a Y Y� a t pia► i 6M,a6 �6) O '' WA SECj� Y-Y ���Np,�(4w ■6 . 1/4 •1 SCALE 114- 1- PK tMlwniw0 MULLIdI SMILE mm NUUMN row 01) • REOtam MN. /LIRE MMU M . 4 4•-r 2• a r a I/r W-r 10 W-W r . 4*. 1/6' .. 4 « "MMaD►OR - - �1N1� wowFN�wYLLa2L+60. �W SECTION 1 trJiE E/�I' NOTE a" C"l NBO BE C.NMALIEO w/0 smo PAN" ON 1p (OKDINES. OPO/M W/ TIR�TOP AT 601TO10 IV ON 80770111 a aPENr10. NISTAWTIdI - LLTERNATIYE 1w SOUL I/4' - I• affiT.LLJ,LrE �w BCML• 1/4' - 1• 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AAD. DESIGN LOADS LIP TO +55.5. -72A p.af. MID PANTS LENGTH UP To B'-B'. 2. FOR NEW WOOD FRAME Cq<BtAllCltal: WOOD AEMBERS TO BE SOUTHERN POE NO. 2. W/ 9PE6 M DEAWY OF 0.56 OR EOUAL. TOP ! BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY CONDOM Ndmm am L1a fC �tE ISM la� PaAWa Cc L10' 7ff KM Como= mum I Im I WNWW1wt I Ala � I 7 0R• 1//f) I 8 w117114 r CONDOM NC Ma Dw W l _ N) �L�iMRQNI WALL MOUNTM OWAL L ITION WALL AND rLOOR MOUNTM INSTALLATION - SECTN)N i SCALL• 3/r . r" SECIM 2 SCALE. 31W - I' P/OIES DIN rs BAFTM r,m,l NMNEL WYSfIN NMi ,ANION • 1. LIFE SAFEM STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) OR AS AN I TFMOR PAEt. (ANY P1AEL IDd1ION M BE1MEEtl END FUELS). In BAF'EN PAIL1.9 MAY OR LAY NOT K 1NSTMIED ADMCENF TO REaA/IR PANELS (w/ OR w/o REM" TRICNS.) A LIFE SAFEM PA IL CONSISTS OF DAA- GALVANIZED SM SmaA PARTS. AS PER L:OIPOFENT . BMW 2 OF WOW. THIS PAl1El I SW TO K REMOM OR OWAUAM MOM THE 4WME OF SnKcruRE. 3. LIFE SAFETYPAN& REOURIES TOP TRAIN TO K OOwONENT(DIII BOTTOM TRACK TO BE ®AS PER BIEET 2 of THIS DRMBN. �n �S L7DIp01iNr BE BarAtt2D WAu OR FLOOR MOUNTED FOUAwM6 SE POPS 1 ! ,' 2 ON TIffi . AS wOt AB DEdBs 1 ! 2 ON SHEET 14. 3:•' v 4. Mn. LDNM FOR COIIPONFN�tQ B� 1�S•�. MIS.. ANCHOR SPACIN FOR COMPOR7I-6AWWRA1E AT BOTTOM IS ONEN ON ) SCHWULIS ! 2. SHEET 14. ,k :• COMPONENT NAY BE PERMANENT OR REMDMMIE. S. SEE DETAILS FOR INSTALLATION INTO WOOD FANIE BUILDONS ON SW 1S, R BEE SHEET 4 FOR DETAIL APKr. BLE 10 THE IECLSWrf FOR THE WSrAUATMN Or BPACM AT 7R MS INSPUED ADJACENT AND BEYOND TO STUCCO/YIODD BANS. a ,4IYw1 Will • sa NW■Y 1 spur Maw sDME 1 1 6E1Gs?!OM cEam at n ma MouNnwo wuL nma LLOUNrINc WSTALLTION - ALTS>!1lTIVE ABr ISIVALLA1IOI1 - ALTEVAUTLVE SDI (SECTION AT TOP a LIMITED TO +35A-67A WX SCAM t/4• . r A.S.D. p I I I to MTNG) 7 iliim: 4u�U:i:I: a1STlLLATfON _ aE�T1oN uw WALD 1/4' . 1• Af1EA w/NN LIFE Ban,. FMN17S ; L01Arm OF In (KE FLOW IMILORQ L... No" FRMEIs W/ OR � SAF M PAM ---L W/O MMAAR 1110005 I BELaw) Lw 4ISSPNO NlIF1L K V mlM1W K ON 1Rg1® INN UM ELEVATIONPANEL( TO EA . 1/P Nor OR, 004M1 1 1 • 1/1'tAN. Is11p��pl� ,)mow M aq jNNt1� MAXIMUM A.S.D. DESIGN PRESSURE RATING (oaf.) AND CORRESPONDING MAXIMUM PANEL LENGTH MLM SCHEDULE A■1., ,,..,, 4■■ AWIN4ra.A rrm,a.■..■ ... C1aL W aA66 006NM1 O W�I�rrl 4,wA -tta r-r ow un a 1p' took= I" M B r 1 +ssa, -no 2r-6. 10 r-r moo. 2 s/4• UNIMI D I um 6 a 7 +aA, -7" W-r m 11'-r W,. 2 IN • � s +43W !0 Ir-4' OR UPON a IN ' �• & W r \O • MUD o/ 1/410-300, 96 Oi a wow w N "W a NaOMM w ►Nlfl (MILD ONLY FOR pIWLL9n! GD 6Sm anew AB Fut swnm 1 YMNU 7. ON BMW 4 ! 51 NAWIwN AS.O. moral 4.W (>j ,,,NAY MrAMa NMI I FOR L0. - a IN •' APPLNAW 10, Ww INN0' IwaaY PWALmMa� af„1 OU wwDON of vp-Mw cox-Y PWMIIAKMMaU O P dLuaE PM ONNKR OOR >D OONCWa o10a CFROMM aw iooumm OOim MMM cogNm N!A WA WA r WA • •' M4, t MM r r WA IA(4 r r r r r r WA WA WA r WA r WA r WA 2 Do" r WA WA WA r WA 6' N/A IF N/A 2 WORM" .4" -NO OR un r WA 414 WA r N/A r WA r WA 3 a 4 Mn r-r A ,Est r r WA WA r r r r r r a Mama r WA WA WA r WA or N/A r WA 7 (Po„ ) r r WA WA r L' r r r r 4 r Y Pon" WA WA 12 IN 6 ,/4' 12 IN 6 ,/e a I/r 6 I/4' 6 I/4• 6 1/1' s on owm M a 11 No MICH= Mww a wmm FOR .w1LAI M 4,10 gm pow aMa1a raw= AK WIItEW16 M I wfTY4sIWsiORWNicuiKWY /IOINODwt wrRMEX= NNE PoCLMMM new= FOR us Wr1IHON m K POSH" wau= WFAWw ONw= too Film rlMl NOW K UM UM V MMN WVMG OWWO NO YLN MOM 1N4 AT AMMM UwW^ AlaaI IWB Ile. 1/4'4 1 1/EI 1 f 1/4,/ 1 1/4. wpm R VPw .■r-r 4rso r /Mat SWAM Ow a ••Y1■INa O.rIN ISSN aa4hl p„wIY II,N 1,.1 ) a a a a a In a 1 a 1/a a \/a 1 • 1 a in ABRIL d IWOaB r Im tm Im m 2 vr 1 N 1 r M (LAWS. 1 1 Elf- ED ! I j �Ab i \ I ( ,,.• UL . LAW I11MO WW/Na 611NIR.1D W , 4ti'4rr W: rs • W I/r oe ws%waaunovmTOVMM6 ,/P D.C. to tlMWM Is m r-r Ns. OR 014-10 PONOWA MWU a a 7R�/N2I-MN�rwW Puts . 1a 1 a C. MM I AL U a< T M100 FNNEAi6R Au UNMIr LID To W-r Nor EL SCALE 3/6.t' W 2� 1. INSTALLATIONS ARE ONLY VALID MR BUILDINGS WITH A.S.D. DEM6N LOADS LA TO +553, -72.0 PSF AND PAmWS LENGTH UP TO W-C. 2. FOR NEW WOOD FRAME CG6TRUCTWN: wo00 MEmants To BE SOUTHERN POE NO. 2, W/ SPWM DENSTr OF 035 OR EOIAL TOP ! BOTTOM MOLMIOtNS CAN BE COMBINED IN ANY WAY To SLIT ANY INSTALLATION. ©. P,� 12W-fP,���II � ^�J �inl�t)l� O lu III la 11i t,.•, a: 10 I� _ • .11. .h`I_ _14h ► N .ti7 _ _ Id .ti .1 .. 4;.1 : �1 «f:. «: it ' ,•:. 'fl: .•BL }- •I,c• sn= • M can 402 ' MOLD PAR 6Y W. (SIR i, 11 j, 117!1 If, ,of, 0ON DETAIL 2 FLOOR MOUNTING INSTALLATION APPLICABLE TO SCHEDULE 2) 90" 3/1r . 1• MAXIMUM A.S.D. DESIGN PRESSURE RATING (o.a.f.) AND CORRESPONDINGi MAXIMUM PANEL LENGTH 'LM SCHEDULE MAYw Y YD WwC1tlMS 1 a 2 YOIGIEO fiTR R SAFE7Y _. R.eleu DN Y6I1 LIMN. WASOM •SA cow FREMR %O MI O Y-MM am" IWMMK FORE ID MRINME 1W 10 a 1011 RORIINN WeNM pan uO. v 01.) 10 wt DO DOM mM1Ml2 10 ToToCONDOM @I= 11, DOam DOM SSA• -72.0. r N/A WA WA r WA r WA r WA 16 2 MM 5'-O. OR LESS r 7' 9• 9' 9• r r 9' B• r I (BOTTOM) +66A -72.0 r N/A N/A WA 6- N/A r WA r N/A 1 ! 2 MM W-r TO r-r r 5' r r 9' 7 1/2' s" 9• r 9' 1 (BOTT011) +55.0 -72.0-r r N/A N/A N/A r N/A or WA 6' N/A 1 ! 2 (YIP) TO r- - rNaal oneAGO FRa9LKTAPOOM 6210 • a/r I.6 NMN /W w ANRQ am1 CPA r r ft Nd ,w or Mao APPLIC/BLE m KCt101B ! t' t•I J OF row +49.2 -013 r y ♦ 1/2* I 4 Ilr 2 (BOTTOM) 7--6. OR LESS +=A -66.0 3- 1 r 4• 4' 2 (BOTTW) r-r DI LMS +654 -720 2 1/2• I 2 1/2• 4• 3 I/r 2 (00110M) r-r ON LESS +S6A -72A 2 1/2• 2 1/2' N/A WA 2 (BOTIOLL) 71-r TO S'-r +55.0 -72A N/A N/A 3' 3• 2 (BOTT)1Q r-6' 10 6'-6• II7aM AY. IWIIM 11 �2••K Ala IBMM � �%4Wa O,M,■N •a4 -Ne r_r a DIN' ,math m am ,s I= MOM rot a WINDOW pa4MoWl waM ND wm RIME BLrm wow Now "CPU me WORMY am amumm ME oamm OR wO lemmL fill LR IBM W.w YNOID ON soma mu NOMR w.LWM A NwJWL"M BOOM a1ewN OII W MMU BY 74 FMAOKM FACMW ON wa N OMM To K MOMS. 00= WADY MMM NWr FACTOR WILL M K UK MO MFWLA M=& omm FOR ,ADN now TfFC Ar MCH M umn 7w[ //r. 1/4L 1 1 44 INS ,/re vim w IANiNP Row a.A-M ,6. Ma1NW a11KMso s a 13 a a t/a '.FFI=Mo LW PaNO 1=01whW a a a a a a a ) t/4 3 in 4 Aa1L m «NIB NwMK - a r a I Im Im OLD, ONLY FOR A9 M 9➢C1IDN! 1 TIM 10. ON SHEETS 4, 6 ! 6) AM arm Plaart 4%10 (wa VAISi a ANaaM SPNM I= Ln - 2 IN •• ApIoUCOMA To Nor oommmSiwm 6r 11,11010 unaTM vim O tw Ow C11N-M /NB3YO[ iDOU ID ►MBIW6 FIDE om BIT m CONDOR m C0 mm OLOCN W CONDOM m CONDOM am to CONNOTE To 001RI I 1 sum m CONCOM TO CONDOM sum To ODIN1r7E 10 CONDOM vim m apmm 10 CON AM LOCI 6' N/A N/A M/A 8' N/A r N/A r N/A N/A N/A 1 (IMP) r 4• N/A N/A 6' r r r r r N/A N/A 1 (BOTTOM) r N/A N/A N/A 6' N/A 6' N/A r N/A N/A N/A 2 (TOP) r N/A N/A N/A 6' N/A r N/A S• N/A N/k N/A 2 (Borrow) 36.5, -"A r N/A N/A N/A r N/A r N/A 6' N/A N/A N/A 3 ! 4 ('TOP) >7'-6' TO r-r OR LEA 6` 4' N/A N/A r r 6' 6' B' r N/A N/A 3 (BOTTOM) S' N/A N/A N/A 6' N/A r N/A r N/A N/A N/A 7 (YIP) 6' 4- N/A N/A 6- 6• 6' 6• 6• 6• N/A N/A 4 ! 7 (BOTTOM) N/A WA 121/2- 6 I/r 12 1/2- 6 1/4- 6 1/4- 6 1/4- 6 1/4' B 1/4- N/A N/A 5 (TOP/BOTTOw) -533 W/A N/A 12 1/2' 6 1/4' 12 1/2- 6 1/4- 6 1/4- 6 1/4- 6 1/4- 6 1/4- WA N/A 6 (W/WnOQ -B' TO 111-2' 06.0. -72A WA N/A 6 1/4• N/A 6 1/4- N/A 6 1/4- 6 1/4-M 6 1/4- WA N/A 6 (TOP/BO7TOM) -r TO I1'-r N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4' 6 1/4- 6. 9. 10 (TOP) O r 4• N/A N/A WA WA N/A N/A6-61/4, 61/4- 6 (BOTTOM)OR tr-4' OR LEGS '4' N/AN/A WA N/A WA N/A6- 61/4' 61/4' 9 (BOTTOM) LESS WA N/A N/A N/A N/A N/A WA N/A6 1/{' 6 1/{' 6 1/4' 10 (80770w) OR SCM 106 tt NO 12 FOR MC,Ma ME R WAGM FOR MPUA1M1a WM WOOD MM BU60N0. 1MMM NOW EVMM AIM WOW" Da Will= Atr ISM MO OW Wa 6G[MM FOII LA UM TMPI PIOICATm ON SOMU 1111101- ANCHOR SP1tO,O M IwA7PC" 9= f210ON OR lNIDIAE M TR FOUMN FACTORS. FOR row OPDM=N W K ADDIBLE, amuem WFWC,16 OB1AwR0 WAS 6NML NOT K LEa THIN ,a11aY SPOtI O Ia1CWED FOR EACH ANCHOR TIME AT NMMMM LEMMA. AIIOA 1� T 4's 1/4•9 1/41 1/4-I. 1/49 1/4% WPM or vp-46p 01111-41 SK41i-M Oft Iowa SPOM w s 3 3 3 1 a 1/2 a **Mmowmm a...1. p.) WOW a a a a 7 a IA s 3 a ,/l a ,/l 4 2 I'm AORllm Jim nwo Fa-0T0s I IN .a i - - aT - - - m 4m r \AO lm - 1m m a IN Im Im IAA Jr11a,'1`Iti��; H .i,l .11 �1 Il• �XH .1 .II ,-1 1• HGIIic I. OSTµLAl10NS FOR KIEAFATTYES BW, 9W ! tOW DFLr VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +43A -4LO P.W.I. AND PANEL'S LENGTH UP TO 12'-4 L FOR NEW WOOD FRAME CONSTRUCMM WOOD MEMBERS TO BE SOUTHERN POE NO. 2. W/ SPECIFIC DEPOW Or 0.55 OR EOWLL. BE ANY /4/iA 1m snaM .C. r r OW ;D'LMMC 1w nth i 2 W i I I i I 1 srw 0a 17. 1 ALTERNATIVE t ALTERNATIVE 2 4•r■1I•(MmNNt I I i I r W W I I to W I I I �yy ,A{ 8 D■A ALTERNATIVE 3 ALTERNATIVEOf 4 ITS. W616,R® N9aYMAAONAan , IN ,/4t0.,6/Y 101M tMAa s6arM W '/"' m• •' "' • r °C °A ALTERNATWE WOOD FRAME CONDITIONS & ANCHOR LOCATIONS ,/4y-n POSA M MORE m OR FROMM "As r r OAi. R I IN vs, Sam wr - I' W,IRMD Fowitio al A omm WOOD RAW NWE : DO= IMNM ON NOW FOR OLMN WALL MOUNTING INSTALLATION ALTERNATIVE 1 W "a AW . 1' 3= 1. asvLLM" ME OM.Y WAM61qp FBI IULO Nor WHIN ASA, OEM LWN UP m *K& -7L0 Fair A1M INSIST LOAM UP m r-r. t P[ Nye. L Y SFP@ m w" Or o.s6�000 W�UN. m K $K4WON CO cu N U N O O C 0- cv o -p O.. C cu cU 0 2 O O C= OLL L V ) O C2 W O = C7 v a e� o c cow N - cn m a.c C LA - cc O >_ f/J LV = N O2 O A d MP jz E C = io y DID � 7 � � T N � O C tv o a 0 cn L LU 2 a z Z Q J SHEET N0. IS 1.1 ••-••'•- (SEE KCTIOMS ON OWS 17. 18, 19 a 2 MARE. 3A/1T, 4A/17, SA/MI, K/IT, Alva. swim. MN. IRrhNL 7Aw/lI a wom s6/N. 7MAt a NW/46 0 0 0 -�0 0 m oil i i 4• - NRB m61,011 OOAQ6 i a", iW/1T, WIT. W+m -tWa NR Nr J•T a TJ•I T. 44n, ryl; J• MN. EIMhs. 7AMh6 a NIWI/4s , %T". B a S. t• MN. -- MCNORS (SEE SECTIONS ON SHEETS 17, 16, is a 20 OPTION #2 FOR UFE SAFETY STORM PANELCD ELEVATION so" 3/ir-/• 1/r Nat w SECTION A -A SCALE 3/tP-I' IM I . Zj,�Jljj 3E J.NL. -•► [sio ;N," 11111.1 14-11111 MAXILLA! A.S.D. DESIGN PRESSURE Max. PANEL LENGTH L (t.) MINIMUM SEPARATION PANEL. RATING (p./.f.) (SEE SECTIONS) TO CLASS CONDITION +55.0. -72.0 a.-$. 2 3/4' UNBOLTED �� Y ' INSTALATION DETAILS FOR OPTION i3 FOR INTO EXISTING POURED CONCRETE OR LIFESAFETY STORM CONCCR_E�T4E BLOCK Tom MCHM PANEL STRUCTURES SYSTEM 1/. MIL1gRS i• 0 ( • r O.C.4. POIJIED KIP f ED 1 POURER . RRA `j A_ POMIlD ONq O 1. pgRip 1 E.i ! War g(g E iwr �C� BumLED 1/4• ' , WraW°t WowMwa i tlmw �i Eoerom EiaEs)p I i EamrNMt� ' S i I CLASS 01 j r� 1� '�i' j i _ -' ' ' 1 L \�/aYRwiiR rlw • ( I,WRHr � I 1;+ r;`Jtr w1�1Wi • I i I � t= ca 1 ;'M' LMR w t4/Y�.aa/3T- 1/4' 1'r-40A tIN rt OIEIt uD• ma • 14 t/r O.C. (K,OIp) 1 4• IAIOON AMCDIK E 1/4' T//CON ANGIOIK 4 1/Y O.C. -i 4 1/!' O.0 1 4' �4 t/4' D.C. 1 4' TMtpON (mMm40ED a/ SM) f tSRIDD6lD L 'R'/ 6RRI) • 4 yr Ox- ' OOIIp1E1E m, OR RIDCx IMW)= OpNpKiE 'R4lDpc REMAINED Nana LaM WALL.U-AMU RBOUI's 2t 1111OOK BOOLE 3/D•-t' SON 3✓8'-t- SQU 3/07-1• SCALE 3/9•-1' rLP P TI>j ••' ai`:' J� FLORIDA MMU) i CODE velocity M,m,CaM ZoM tam n1Na at :k 20 0110E OALVATRED STEEL. STOW PALE( Ialw M I O'IM 1 PROTECTIONt PRODtICiS, LAC. &I& 3�0 aia'�! �JP'Lr -2 ww w".., w of raga rN "we aR+t.°►> A. ZM4ommo-ow 20-175 Illt 2. t� 4- awRll ,r A ►d - No IV M M ac iT,NRt rs . ae NCR Arenas ,tPc . BaBR T11c I r. 1,N'MM •YaMD Pa tNawuTa,B Nro WaoD IAA Aos IMAM• W s NMt NIBOPIO. ttwAr AtRaaR MWOsl6s AND ,BrrA m6e 0•a11NY AK IIOID11m a Ito ••N,i1xW aJ 1 SQWO,A2 FOR a0. IAA T1Yl YNUMItD a ataslK[ RNIaB AICIaR agarl0 WY AaTrusr aPADwa aNIIWW a aaaAc M,R,1 a ARua to RIDR SY M FOILOIRta FACRIa: TOR THK OF'mR1R10N ld BL FDISIIIL RIN1Cm t t a 1FMGI,S OBLNIm Ys1I0 P,a1N1 lIIML M01 K Las THIN tNNRNN amraw rOCa[0 MRG0l ANpaR tYN'a ON nIS fE1HNUIE a, INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _ 4 TAPCON ANCHONS 11f.' TIPCON Ng10RS 0.G j • Y O.C. r-,,e-p- I/4,I/4•am All iI { IfFxstRE,M NY1� , , I I r 00 I i I 1 I ; I , 14-1r1Y PANEIJMTE PUTS w I!� 14_-�1Yr ►WdLWU PLUS M 0. W4 NUT IpWER '/� 3/s• MA NO W AHM CONCREVE RED"= an 't °LOON RERCRED t t4DCt SCALE 3/Y-1 SCALE 3/r-I' A. T� 4T•�S T uCEN No.44167 FLORIDA BUILDING CODE NYrr,am,m Zone * • OM TOM NG rl. Za OAK DALVANM STEEL. STOW PANEL tWrm a: °'IFS OR ��, ��� GLOBAL PROTECTION PRODUCTS, LLC, ONAL RRLR6C O Inc. LAST u at nAMr t u to II,`-ria�i Ra w aNr paira, PC.=»y �pu7�-00 20-176 ,,..,PEW 411 aw-w Pt SAVaaMaE/OWL » INIEw Praia Mx A i. it I JMII M ors BL[ N,HHT » • ens Alt AIaYIORt ens • ALBLaR TMt SHAM flt,ONa FOR raRWI/gWta MID WOs ,r1. writ wuN py • a a rlwi 6,a4Nm0. 1NIIA,ANCIBII lKr,OS As N,srur NNE OBRINZ AR[ WNNOam a TID 4taMalwAln N,rww 0.I a a a a ,/a fC1s146 Alt R.D. IPA lIM1 itla,pim a aDHmL1c RNIICt AMOaII tTlCra Rr NA7ILrr• aMYaN aloes a suaNAa M4RU Os,lr Y 0+.1 ABLY NIs FROM N M IOLNOAmO RACDIIi FOR Wo DPa1ww,OIJ 1D BL F06ALR Rm1,CCm t t JS _ 1IYaW0 tNIMIm IIINB FACTOR a1111 la, RE INO uaK MNWw aAna Jllsrm® Tdt at,H ANOWW Ar[ a WM 90tANAE s ,m ten INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM �0 EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES Demrar dmmm AI6L E-z wMo >�1 wwa anm 1. E-Z NAND STORM PANEL SHOWN ON TINS PRODUCT DIPLATDN OOCIMENT (PLED.) HAS KEN VERIFIED FOR COMitLWCE IN LI) MMOM EMBEDMENT OF TAPCON ANCHORS AND PAtEWAE FEMALE D a PARELMATE PLUS WMTO CONCNETE MXXMmINCE WRAH T,E 2020 (71A EDITION) N>< THE FLORDYI BLILDIHG COOL BLDCm PHIAL K 1 1/4•, FORA wND tDA06 sHHWt K DrtTEBaEo AS PER KCIION 1620a t1E ABDIE MNEMDIED CODE. B.2) MI1alY EMBEDMEMr OF 1/4 Y 7/6• CAIx-N ANCHORS SIVILL K K 7/6' INrD CQ,DRE7L FOR A SPEED AS REDU/ED BY TFE S HALL K p6F/iLEQ AND NO ELBEDMEIT Nr0 AMY FIESM 1AtEAAI LIA11 K FI1tlMrR0. IFJOFA IWA001 IBADQ IrAOE,t DfK mic AscE - a AND swou. No Ei FOR A OMECTgIwAJIY FACTOR Kd-O.ML IAMO / 7-1° AND lAMLL ND'T EXGEEI) THE MASRNAI (AS.D.) 1/4• 0-20 s Sp VKX BOLTS USED SMALL K LONG cioucr(sot w ANY FINISH WT[IIML Elm TO 1 4Y TAPOON • r 0.0 1 4•r 1APCON • Y O.C. DESIGN PRESSURE RATINGS RgmG7ED ON SHEETS 25 a 20. ENGAGE 3/4' INTO ANCHORS. 410 TAPCON • r Ot. , 4•r TAPcbx • r 0.e , 4h TAPDON •THRIADED RI of t tAr •TWFIECW r O.C. ' ' � t0 1 , YM11T TO VERIFY THE ABOVE CONDITION. U1.111164TE S 1° LL�K �YI�iHEM NORDER ' ' M'WL I MI ' ' ' ' ' ' Q wY1NI0ED � 9MIN BY° M 0.0 RETERMINED PfDUCED TO A.S.D.WOO TOADBY M TD 10) R CASE TPMT PRECAST STONE. OR PRECAST CWpNTE PANELS K FOLM ON THE VoisrpG MARL OLL'FODBLO JNMSD! IHEIDER MAOEII IMJOlR STAGER IEAOEM ro COYPAK iNLSE W/ Wes. (ALSO) OESIGIM PRESSIIK RA7RIGS NOC11ED ON SLEETS 25 a 20. ANCNOR° SNAIL K LONG ENOUpi 10 REACH THE MAN SIRuctulE KIW40 SIA3m PARAS. mcia AOE SHALL K K IIfMgNEp N Bt) A!D N B.i). - :,• N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PE.O. AS TESTED WERE NOT DYER STRESSED, A 339 RCRFASE 1/4• 1/4• t/Y t/4• tn' t/4• ., //2' ,/e tn• t/r i/2• i/C N ALLOWABLE STRESS FOR WIND LOADS WAS MX USED N THEIR ANALYSIS, FASTENERS SPACM TO W000 NNS KEN t DETERMINED N ACCORDANCE V M K.O.S. 2015, (C) ANCDRS SHALL K INSTALLED FOLLOW= ALL OF THE RECO1alEfDa10N5 AND SPECFIGITIONS OF THE ANCHOR'S i I , Y I >. ; r WOOD MEAGER Ilan. wom How Mu i SPORM PAEL% ADEQUACY FORA IMPACT AID FAT" KSWANCE IRS BEEN VE W N AC;OImANCE WTH MY M IOU OF Y t i I ta. ; tEa ; ; M`w s1 ; I RETRIOED IEi01AlED _ ; THE ABWE 1 D4nC W CODE AS PER FENESTRATION TESIM VMMTORY, NC. REPORT / 2W2. AS PROTOCOLS IRS-201. 11. R PULL K THE R(SPOMS MW OF THE CONTMCIOR TO VERIY THE SDUPDHESS OC TIE STAM Mi IFKRE liNUM . i.,';. - I ) ` ; --. - E ; I OIT. :•'.'."- , US-20 AD TAi-s3. IS TO K ATTACPIFD TO MNaRE PROPER NNCgMK. TIS SHUTTER SMALL ONLY K ATTACHED TO CONGEAL BLOCK 2. Ta STSAEMM HAS BEEN DESOOED TO K INSTALLED ON THE OUT= Or THE OMAPQ AOCEW4 TE OPEWD FROM THE a WOOD PAW BMAI.dN6S. r twRRIaM I r r,Isaa BMWIa i SIDW/CMAX ALL SHUTTER COMPONENT EDGES UTtER PRAM A CONTINUOUS FROM TMEONSgE E OFSF CI� ON UFT. THIS APPUCAW* Ns VALID WHEN NSIALIATION 6 VIVIAM TO BE PERFORMED 12. THE O WON ON BW COMIRCIONIS Too SE PAIDAHEW/3 /RAM NTRUlION. CAtNK AND VA SMITTEN TRACKS ALL AROUND FIRl LENGTH. ! I 1' YWI. oNAs iDNAM ; MA69 , , I { : PEST AE- a I t I Toa,ANt I (M,RI i I 3. IWO aOTAUATDN K APPLICABLE ro SNOE AND DOUBLE HUNG STYLE WkWA WIVEM OWAIAIM IS REQUIRED ro K PERFORMED FROM THE WILE OF STRUCTURE. 13. STORY PANEL WWALLATION 9MLL COMPLY WITH SPECS IMOMTED N THIS DRAWING PLUS ; PANEL IEIIOM e ,a t' 1ST. PANEL ID°"anm a er,m LID L YIy i NOTE , eEtOtO ) I ( totC 1 NELO,R a War tg , ' CLASS ` I ANY BUILDING AM ZOMNG REGULATIONS PROVIDED BY THE JLW K WTION WHERE PEPNR IS APPLIED TO. PANEL LDIM tR. ttttwM,s1 AWtt V1DR1 __ 061NM NilW-W M i i -____ __. __.._ • (SM Neff_ 16FLOW) mum - (Sff NpTE t WDOq Mr. towmaWN ; 1• Mir, ; ' 4. SERIES 2°OD NSTAUATN7N 4 APPLICABLE ro SMILE AND ooIA3LE HARD AND HORIZONTAL A100m8 STYLE WIDENS wIR1N W1 -in fa -IA[ 1J : wasBO f41aK i E ; ; PANEL NSTAWTION IS ACQUI ED /D K PERPORMID FROM THE MM OF S'TIIACTTRIL 14. ATINUM wNDOW° AFD DOCl6, Na E - 2 RANG STORM PANEL. SYSTDA'• IS W=ff P6pp, 1 rr- , I t 4V-Sb ' ' a LINT to 1 I / a MNR w i / I a sw to I (SAE N= I BELOW) , , t/4•r-2aY ) (SEE NOTE 1 YtOw) � I I,S„ M,S, W t '1 AL AAIMMAP E%IRU4g11e 70 K 6063-T° ALLOY AND lE1PER. (IALE9S ODiERWIBE NOTED) 1S. (e) THIS PRODUCT DOCULEN�P {pE.OJ PREPARED BY THIS EN6NRR 6 OEYENC ND DOES IM)T PROVIDE w: 7�'�t A i i 7�•y 4 i ; I I 7 , 3 1 ' RMFORIN710N FOR A STIE lPECF1C mff ORA,LMINXI Ia. WHERE THE SITE CONDITIONS DEVM FROM THE P.LD. ALUM YNW NUf WINO NUT 6• , y�'Pp 6. ILL M SHEET METAL USED AT CLOSURES SHALL INK 3105-N14 ALLOY. (e) COMRACiOR ro K KSPO KE FOR TIE SELECIIDN. PIRpYAR: AND NSFAT1Al10N tlICLUDNG LIFE SAFETY aF t/D. i 7. ALL SM SHEET METAL PANELS SMALL HAVE STRUCTURAL DUALITY STEEL. ASTM A-653 GAK 50 Mm, DAVAAED STEEL THIS PRDlwcr BASED ON TIS P.E.C. PRQYIOED LINES NOT o6VNTE FROM TILE CONDI710M5 DETAILED ON DESDIAI'ION iMS DOCUMENT. CONSTRUCTION I i D.C. W/1 1 , w/PT. SLS Ir (AFlER ROLLED): 4 70% SAiTY AT SRE K THIE COMTMCId!"S RFlPONSIBRLrY. i i j S. ALL SCREWS TO K STAMM STEEL 304 OR 316 AS SERFS OR CORROSION ItMW NT COATED CARBON STEEL AS PER Dow (C) THIS PRODUCT ECM MM DOCUMENT PEL K CONaROU MWLD f MODIFIED. ' MDIDM or PLA E i 50013 W/ SO W YOM S1MlW9H AND 60 Jill TEMPLE STA04" a S MALL CORKY w/ FLORDA K"M CODE SECTION 24113.3.4. i I I i (r) SITE sPECMIc F4IONECTs SMALL K PHTEPARED w A FLORIDA RE06tEKD ENO14i1t an ARCHITECT wNKH WILL r s. B LIS TO K ASIM A-307 CALVAMM $M D- OR ANSI 304 SpgFS ST IE55 STEEL. WIN 36 kv MINIMUM YELD STRENGTH. KCOME M DONMR or Kom (E .RJ no WE PIIow Nip MD WILL K RESPOiSI.E FOR TIE PROPER LKE OF THE P.E.D. A I t I INOCKER OF RECORD. ACTING AS A OELEGAm Devi ER TO 1FE P.E.O. ENONEEA. SIMLL 10. AICDRS 10 WALL SHALL K AS FOLLOMS: SOW TO INS LATTER TICE S M SPECIFIC MVAOM FOR 1EVEw. I ) THE WE AID ORDINK sEAI NND SIGNMTIRE OF THE PIgFE54OAl tWNNEFR OF a)RECORD �THATTPPR I/4•r TA CONN ANCHORS AS IMNUFAMAND BY LT.w. LRAOM 6C. (Mk V, 31m2 PAL) PREPARED D ft. mxNL COHL t/rr- 4TL0. Yt w/ //4Y- 1'6.5. MLA w/ M� a1Na NUT AMC NUF ) i ( _ la STORM PANEL YARKAM=n LAM SMALL K LOCATED ON A REAORY MOORE LOCATION AT = M PANEL N '14- OaPAtELMAR KFEMM.Eq !°'PNELLNTE PLUS AMSDRS. ASAS WMFXIURM BY TIMMIFNCTIREO BY ELCO CONSTRUCTION FNDDLK.T'S. + /IYr3/D' rN ?fqy M71ER a is I/2' aC MANES4 taII31/1011D) M) I , , A WIAM SKIM 1706.0.3 OF FLOROA BLUMD COOL ONE LAKL WALL. K PLACED FOR rAw OPEN" (Fa-0S50 W) UNBtLMN TO COMPLY WIN SECTION 1709.92 OF THE FLORIDA StM.WM COOL Iwo ANC i iAR1F YSiMp (Kl ' t Doan • r or- ' / 4'I 11000M • r O.C. 1 4Y TAFCON • Y O.C. I i ! //11 1//22'' MN TlOF/aF0 i _ '4 7 , 3/34• WM MIT 7 ■ 3/32• UK MR At) MOM EIMDYEWI OF TAPCON M04M NAO POURED CONCRETE SMALL K t 3/A• AND 4• FOR MW.M1TE 1 i I W/ STD) W/ sru" ` or PLfIItlOtl A taDWOiN i w 1 1 W/t /!1 OF P1/0E YSt4 WOOO Y.4' W000 S i MApEN1 a 6 1/4, O.C. a1NEJR • wvam) 1 FIMU At FAMELIMNE �'N DDOMMER ONYNmD OF PLATE OF PLANE • t10oD PUPAE • WOOD PLATE /,4-f0 FVNELIYOt ` - ,4-10 Mtk1MAE A2) MINIMUM OF 1//7/6- CALK-N AMMIRS 94ALL K K 7/6• INTO COMCRETE. NO EMBEDMENT NRD -TEQI IWDW000 FIRE WOOD PLATE larb- 1/4OF, w 17 i 6 t/4' OC THIMADED NIGH ANY P11N5lI WTEAML s/slLl K PERMITTED. I/4' 9-20 SS SMVIX BOLTS USED SHALL K LORD ENMOKSHOUAD ANY F1NKH MATERIAL. DUO TO EACACE 3/4' AT AT 11OWIO1H OF PLATE I MAMMOTH OF FOE IRO NDIDRS A SCALE 3/r-1• NamPOOR. �T• _j A3) N CASE TAT PRECAST SMNL PKCAW COMMM PANELS, OR PNES K FORD ON THE DOING PALL Oft T1' WALE 3/r-1'will SALE ur-1' SCALE 3vI•-,• �y� p, Ti(4�PANEL ANCHORS SHALL K LONG ENOUG N 10 K*M THE AWN SARIC'TRE BDMD SUCH PANELS, NONSI SE SNMLL K AS LEWTIED N A1) AND IN A$). c fib. 44187 ./� . 3/6 -1- ' f f or 3/D'-t• (B) AQ FlttstN s oDNr 7E BLOrx aut %WAE J.. FLORIDA WADING CODE h Y Nurdowa iOnl � JGEN FLORIDA B(IB DBiC CODE YNeai NurN(oaM =OM - 1/4' • TAPCON ANC Oft AS MANIFACTAXIM BY I.T.W. BLA.DE2. BC. FLORIDA 91NLDBiB CODE NurNIa,TM I. N4SMiLAT01a ARE Omar MAID FOR 6VLON4B6 HARM AS.a OOIMI LONGS UP TO +sA, -72A PEF AND PA IC.'$ UD46M U► 10 r-6'. rIM itaem. IC Fl. 1iD• SA BABE OALYAI�D STEEL STORM PANEL l� Np 44167 am 1LWle1. M1• '� OAOE CAWAttRLO S,ED. SiDW PANEL 1P aA,Wr s,: - 1/4' P K 7/r CAR-K AMCH01M AS W NACIIRED BY DECOCT INC. (11 n1 1500 P.a1.) rsm ATNF, In N FEMME '•. Aj 10 OAOE OALVANLZED STEEL SLOW PANEL :�T WAN an 4 Alt ,EPA tIO00 IA1E E0N6NNRTJDIE W000 MFYBLa4» BE SOIUNERN -• t. NISTAtLATI0M6 ARE OILY ,MUD FO1 NRLONN68 WRH A.0.D. 0lWgN t.OAIDS * �* * •• - //M10 FWNFSWTE 0 AND PAN LM AW PLUS ANCHORS, AS MM°NFACTURED BY EL.OD CONSIR=M aRa PRODUCTS PNE N0. 2. W/ SPECK DEWIY OF OM ON EQUAL L * : PROTECTION PROGLICTSI LAC. ~� s ATE ppIH1fMY.Ya 1P/fyfM1 PROTECTION PROOIICM LLC eac P ) /t mmAPLIy.H�e (Fen-4O7/ a.l II. E P��� r^�•�"•'t �•• W O ., I L E EMIR._ NNE. HM aw 6, law 4. FOR tw1oD FRAME CONs7RNL7101! W0w0 MEMBERS TO 6E SDIIRENI .'�•• PACE MO. 2. W/ 9-00IO DOOM OF OSS OR FOIHL 4M a.E st NIHT oalo •Sc �Vnm Y IMk. ws u a St °PAL 0. AT4 Q� �'_ _. xa r AaaaaaM� ,WHALE ae4NN Leo �'heQr-MAN 20-t76 ..fc .�-._. woes NWAII�A NCAA (g4)Mr-a6N 40-17s pr.NIM-ARK Woc PrgM-oM 20- -�.. 3•�.- `.-.. -.� AH 00 1 m L 1. m t l N IjN 1 6A1 ■►STON-POELS an 3 (LOYAL PER (EFFEC'11YE • Ow Hoax2 WALwIIaD sm EDGE III 2.oDY .4 , IYP. AmI A-W �7-�' cLow NICKJ �_qk- �� 2 I 2• Nta 01N,EMON IRtD3 (aWp + OW NM6y (MIOIaR PARL) I.L. Pws) 1 GAME s0 MMYW MAL `1 , am a 7. , amN aFE TOTE i, . apOW 4 I i 4 "------------- 4" 6-/D WW. -RNA. I � 1 7 w w/ WI Q IFOUPAMEL 4e z 'L• O Ilk 'h' TRACK © REVERSED 'U' TRACK • _._) La. atE IS 9 Amm4w:/ Y Mis,S �N,�Aa W/a®. ® ' a owc ° 1i>° a K A{AWTM°�/D" 1r ` lME°P,HMMpE TO ,2S' - '01 LMLMIEN°'t�LtFF TO K s�Li60M= ND11 M °OOEtDOF sIITOM T,K°a'A �' .' r J 't tHNa - t ORION! OF STWJMURL E-Z MANG STORY PANEL SYSTEM ,/r a- w I14• ar. CAP t/r YIL WM V4• N- OP Pori op -it ISOMETRIC VIEW DETAIL A 2.000• 2 opo• -- RDUIDEp T:OAtER • ENDs OF PANEL'S I ( -0-v er wo (D' END LIP W/ NEMMED EDGE ' • .7D0• l A_A SECTION R-R v i{T !!O RMIDMi00'w' (KTS) I I .1 r aLra 1VPm' - t• Iw : mu ww -M Y �2.000'--+ ( 5. y�-�J (I} MFNB OF apBL,t1- E - Z IIAD STONY Pan VICTIM CONWM OF PANEL + (t), E - Z HASTORY PANEL SYSTEM CONSWM OF PANEL + AT BOTTOM W/ PNELYIITm L'''"t PLUS OR 16' LOAD D DIM. TRA UL 1w a BOTTOM.PANELS4 '.I' TRACK 5 (2) j)ID PAEls SNMu a3Ors K eoMMEcrED To BDnDM TRAac DDENWIKE A sroP BALM u). END MTM SMALL1, ADMYS K C011 Is O e7G�IlD su xw1 Or MFJAK Of O 2 xS iY�Y•-i ALLAY. ANGLE Q1J sNMt K HALL ALWAYS AT TOP OF ECT PARls. NMELADESCOIO64EOrTmUaD r/ w 5 LION . A _M Ar L ED MtEls A 1 4 SHALL UT I 4 r- 4 RO W/ 7/'q]� Bob, n Akan. ALLOY ,pY-20+3 4• MS. w! 7 WNC NRR OR ,/CsrS/.• Ah THUMBSCREW 11� MPkkT (3 �r.,25• (>). w END ARE 1RACK TO TRACK. MMCOMNECTDMK SMALL CO = OF OESCAKFD DMi 4 H PRO T AS Nro BOTTOM K FMTENETS AT ETHER OF TWO (3). TOM Gaff WADI END PANELS ARE I1SE JCMKY W/ 1Y LONG IRAC�(. p AT WLUR FLAT FUIDES Or END PANEL. BIJT END PANELS ARE NOT CONNECRD TO BOROY TRACK Ia) 7L STOP BOA (4). N GLEE I)W ENO PROS ARE NOT CONNECTED TO BOTTOMBE TRACK (Lr• A STOP BAR SHALL K PROVIDED a TOP OF SIGN PANELS. iipppp)) (4). FAR OWM LAM S WHIM LAD PANES AND SOW WVB M PANELS AM DRECILY USIIIO SPECS AMIC%AON IDLE (3) Too A°OYL. N SUCH fbN1ECfDMPANELS OWL BOF OTTOMM TRA MOUNTED i 70 ENOW JONRY SIwLL71Y1C11 B(��WATASBOFTOMOFF M Bs1TON RN1RTRACPANEL, To IOU t0 BOTTOM wMCI MAY OCCIt AT ANY FARM LOCATON. MAY M 1K SEEUgiEII SWDMD 9FIOWW ON ELEM{1DN AO w 3 1 2' CODE 04pVRi. FOR IRERRR FWMEL H3ED r w 4 .a�T•';..:j (5). SEE SECTION ,'. J' k 4' ON SHEET 24. SEE ANCHOR SCIEDUAE ON SHEET 2S. LM6p/I1T, 1 J/ pp/f5 n LOSS• RIPJ `l•.�''V"-'I •t7 �p T'/�� SUCH THAT yK CpFNpE�CTEL�gDN6T0THE LEFT a fma SFm"_c Q Aim R�KT, JED Ali m�'!' P•t:..;Wj THEN OWMPS RETIWEBD M �. NO.441 J t; 67 FLORIDA WN.DIM CODE h 1Fst6D IIIIYTTOOM Zeal �A:'vCEli FLOM BUILDING CODE h 14 780' $i ATE of Lem nnsa ec 20 Cm O&VANIND STEEL STORM PANEL NO, 4 167 aNN01ML»ca Nc 20 Ow OM.vANM STEEL SM 3• Mar. aGLOBALSTEEL s ORB PROTECTION PRODUCTS, LLC. r' a - :, STA .I. PROTECTION Pmw O'1N3' ALUM. ANGLE a b / •• ,'�, ' OF o I L E WR OwWK K F„WD NNgsM4LRL rAr aM,eW adBA� O aS1S�AB y AL •. `. E C O IMB. SSTs as n /•• 4M mx 51 ae1LEr IT* LONG IUxIS. R ,. �'••. LQ o ; . aMc ri a»t4 6063-TB Ran. ALLOY ►j. w01t... WM+x,r"' 111O1s WN)m-Ta4 rac pNMFF,MIT CA-GomMr 2WAMN N�•� SS�QN L • G w•• • aw''w +AWN ww1 FAAWWWVDAlt"' .A "�IL4 .a.:uE - - - - -- .Mal - N PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK M!ILa°Pam �R,elWt1, 4 elr NN{ 10/IR[�� jai '- --� Q��ira s6ua �axRos '0 \ eA� t � __1.R'1--05� t 1 i 1 � t I M m ,alalac ' if 1 �M to a�iAffi I 7 I I 1 1 maNAP i I t 1 1 �y o- r W s aIDA4 3H-1 8 �L• 7Q rNLaa9gM HWMaODIt FOR ML P jw WW A 10 IPA apA 1W • AIa . (M Q1 Tfltis/1OL1' F(Ovta. 10 nraW �®00a A tWm a ,lee a IaeILA10„ tWL a alRf >a. mF a BOTTOM YMARIas ON WE COIBRd W MM M 10 sWr A,N Ca . CO OOMKN �a� Ea •6--r N N C � N C co:)- � � "0 0- � Qto cV - ,5 cV t•: Q - m NV 1'�' d .!2 C tp O H tV ,C •Q N Y N a � 3 A � m a u m •d � a G.1 i O W..cn INSTALLATION RETAILS FOR SERIES 2000 AND 1000 E-Z NANG STORM W O U K � � m LU Q Z Z Q ..I a SHEET N0. SH 1.2� }? 1 [DOE GK ASSf TYP. awa L-pEYAM A so CORE CORE --------.•-----• tm. STOWPANEL 1 ■0. - OLTAL A- ►AINGS GALL BE OMTALLED NAM MM LEFT 10 GOR w/ 1/r LOG AT OID AT LEFT WE OF FARM III, AMID. IS aD Lr W/NVAI D NOL Mom, -2260' VMDET IRDUWM OORNER • ENDS OF POWs ETD LIP W/ HEMMED EDGE. 2SOD' DLT.$) 3.1w ' '• TII .750• A7r �') 2 tI • I .06,• MAXIMUM AS&(•f2t� MID ro amAM 46Ra -15.3 TO. OR LESS 2 6/tr 10LTFD . ,•. 1'. r. ,Y. 2•M A, VW 4M.0. -7A3 7r OR LESS 2 71ir BONED • 4• t 410 PB WC SS&MLi i WNWIHT AT WRAP k 4Q OF PANELI2XQN1 YA2BNR/ MINIMUM MORTIS OVA= MR L R . 3 1/r •• A/MNPARL 10 ANY COMING- a It" LAA'N MN''l• DA) /.SUICK IYPQM 1H>AK-IN 1 FWWAwt POW a PAH6MAR FLLe TO COER NG TO COIOCM NAM m CCOOER mum W OGI[AOE 6t0, -75.] IY N/A 19, N/A ,2• N/A Ir N/A 1' it 2' (TOP) 70' OR LESS 11' 3'4` t0' Y 5' 4• 5' 4• 1• ) IY 3• TY r 1• r or r ' "') NIA N/A N/A N/A N/A N/A 12 t/2' 11• r (BDMTOY) 7' N/A a ,/2' WA 1/Y N/A 4 1/2• N/A J• (TOP) 12• N/A 12" N/A 9 I/Y N/A 9 1/2• NIA Y (samm) ,2• N/A 12' N/A 12• N/A Ir N/A 4• (TOP) 12' r it 9 1/2' 1 /Y 11• 120 tt• 4' (80710AW) i Loran 70 MO ow. A. OEMW PIESAH6E M INS. 62Q RS1T 1S FOR AMMO TYPE k S/VOIG MR 9AOALAMS NO WOOD PWA 61EODe. MAW MOM SPACINGS AO MINIMUM EDGE MVOU M INDIGM ON Ms =ANAL FOR EA int TRAY NG[IG® ON MM" mm "No 9RKWIB N MUUft"m WUWOlO NONE ON 3CHEDUE w THE IOLown N=w FOR Ile RADIATION 10 SE POSSIBLE, RIOIfJED !PACK COMM USING NACRIN OW MIX K LESS THAN MIAWNF 9PAOq WO MM fOR EACH ANCHOR TM AT ANCHOR; UDOM A MO iW1 ,/41 1/4'.1 4'0 1/4-0 wIOO OMi HM [ONE NAINw 7 i 3 2 1/2 MMAWIN Otw,NNA 00 ,r4+Nr.1 fNltrW. Ww N 3- 3 3 3 3 3 1/2 3 1A 4 3■Ga CA E6ROI1 r Im - tm el 31 Im im + REAIIHIIE9 wA DISTANCE BETWEEN 1DTTOM OF PANEL me ® TO Be 11r Ilpr. L I }} Nf01A6 Y4L ONIAIIOE 6EIWQ11 BOTTOM OF CND. ; AND ® 10 at 3/Ir MIA COMPONENTS FOR REGULAR LEE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCAM 1/2-1) Ialir (MAL Wlm Ii600' (EFFEcnIE-...r------'--^�j ?�-}•L�/ji9¢J''�� , 4•W20s'ED C•'--- --RMO 6 1/40 (TYPJ- N i ! T 11 I .37 • .1'D• � • 6 1/4. .186• f0' DRAY IN MOOMM AHr N VVPJ O ■N' MEAGER 0 -F- TRAM O4 ANGLE WiTN STIR) PANEL pKW9M2EDm .37r 0 .1]3• 0.'n0• (- Lem o 3fa o no•6 ,or iAss me7N• MNn OR �) .13E f - M. A r .dZS }ffi• TP. OF MenAli/ONL.. OKEY HOLE WASFB7t -IDaE 3106-H154 ALUM. ALLOY © KEY NOLE AT PANEL--I.780•.- str Gam $NEU 6 FOR AOGIONK IRNRAIOUS W ULM Um" e 1 r. I2S' j OKY WI ID fCOl fMNN LGL01e MO SLEEK. 1.260' s7$• O �W r(M.) L.Mr-' I WOOD RKtO7tRMEs. L-.1l3' Opp• AIOr A a tASOY O 75 i ! 0• � ! REV. "Ile WADER � ' MEIOER t• MIN.TO5• W,. ® M�EEVE 1' VAX. e 4. - �3A00• I-. ALLOY ,.125• .860- ''071• :Mr '�, ® INN. • '■e• It20t� o6r .- 7YP.) sa samm - . Mira ® MR D-M 'Fa ®4 BUILD -OUT MF' TRACK ®« '� TRAQ( ANGLE (ZAWC 3 ALLOY) ON MEET of- t•>f :.x ) .i•.I.1 .11 . Y• Me . PANEL LiNOTN (SEE SCHEDULE ON MEET 3) I I O' WALL OR SIII CONDITION) 9 THROUGH 10) 9 THROUGH 10) I4N 1III, 1 .7 1;,11 .I• ---2.000• ®AN=11 'J" TRACK 1® PANEL HAMU l��Ep a tE(�r U Ix NA11DE1 `vGESY2 N4p ONLY FOR 063-TO AUN ALLOY CONCRETE THROUGHLOCATION WILL, ON 10) E NATE UD t• NW ,rWN, t•e VAIN TN TARO O K o:se rANMU .r tAMAMK6 � GLASS. 1 / e's-3WI ONmax imLA__Ilp� B�IN'NCO' YY) PANEL LIEN 1 T OWN SHEET rE ANCHORS tEOIA1HRDM» . GH Mtn. 70 QVISS. (SEE SCHEDULE ON MEET 3) (Sm SON CHEDULE 00EOR9 - N SEER 9 TROIRN 10 2 I/r LONG MAX. NAM" II vV sMOGB e 6 1 4• o.0 WILD FOR Dorm Olt CONCPOUREDEDRETE CCO i WOW PER R a� PANEL IEOLMED. 1• MAX LONG ALUMINUM SPACERS • t2 1/r O.C. (ffi TALE 11 ON on, 9 t 10.) SCALE 3/B-1 ' *CUM %�Z 44167 _ At ST Ay * :(DRiD1 : ' f in •iL6 ';O •••• ` 6I0'M'�°1L i0 ILam OIEs x4 GAGE CALYAIQW STEEL STORY ►ANIM rI. ft P PRODUCTS, �EC T 4R06Awm FL 3w20-175 NNC GN)iLW-7w FAI BNw+>•f N: I WRNZC=a•Mi-wt CA-OGN712 WK1Q A RUr Y. /L MAMNO Ra 311ED1 0 N N r r r INSTALLATION DETAILS FOR SERIES 2000 A 1000 E-Z HANG STORK PANE n INTO EXISTING WOOD STRUCTURES 1/4-9 IAG SMAS • r O.C. W/ t 1 ANTI. i1MNpwfR mN 4'0 L40 SCAM • r O.C. W/ t0 fAOD W00D HLIOM j(��pMp, 2w Now 1/2 1•'L n3wA•m PEtIE1tRWaN HIAMUIOR ACQUIRED ON EDGE 1/fv tA0 aQlWS • r O.G. W/ DNtMA Aa00 NFAOE7t. /r YA THRUM P D*I%A%GN j� A C.14. p.1• SACS ro ]OWING WD O HEADER. -L �' G F1t0O ® •GOD HW ® 6 C4tA NYt� t 0.4 � �I _// PO LAG Sm" • r O.C. W/ 4 Oa. /T41r S" IORO[7AL 1/24 k Mwb U ,Y/•7' 1/3Y W'F BIIe IOOp MF/AER 1 6 4 EO 0: IA O EYBw& IT.) � L (PIE OECOK 1/24 k lum 11r Ah pop MATT DarrrA no or mmlA7 / 4 G■'LIMm 6crAA 2r24 k� ^ cW-H t S t Woro HONXER Rca[m v 2�W t 4Y-TO l/4• i/4.1- P 2 I it NI / 7 >To GLASS. MA w/7N'MS/32" WEWOF t� 1 2 T� wI EVERY ORRUIP NYf f/4Y- 4• .. t0 aim �1//4rA�w 4• 2 6 tr IL t �� EV04 jDM TO OIAts. � EYFM OIEt•N � ! O104Y OYRRAP IN E■1 � K d i-. S t1i iT���Pull ••I� -j b ' NOTE IBA RI0T0 T A"MONW ,711I']� O.G T 1/1y NMI. IUVAODr aC W • ER. (2D g w/ $ �$ I• 4` ( p PM AT IE11Kt OR WOOD MAR QAIAND `"� -M1F R t WOE to 6OA� MIOL MHOLMR PLANS W FLAT 011 ON EDGE ' FLOE IA 9EO,O 6 ///41r-�.3/s YS. W/ 7i0•F+3/32• S 10"�00 PLI[iM710N • 12 • ypL Me NUTS 1Y aC. YM p} 2VH• I/i%2''MMIISO"1XOFNADE r aPENRn M/ w (2 t]' I�Bn 71REA0lD• rPEN pAfl/OM WALL I=WMOOTD m �,Tg tT(yEt K E • MOWCM OFON no Got OK SCALE MADEFLAT ALTERNATIVE 1 'W swE t/4•-i Mks fL�4[Lawl TD C M!?JtlQlll� I. ISIALATW9 AK ONLY W AJD FOR BUILDINGS WITH A&D. DE9ION tptD3 eLt SCALE 1/4-. 4 BI UP TO Hwa. -75.3 PA AND WNAL•S UN M UP 10 5'-Ir. $ ��TT 2. FOR NEW WOOD FRAYS 001A11WIC1ORE WOOD MEINERS TO SE SOUTHERN 8 y,LV•..' i... . SG1lE i/4•.1• PINE N4, 2. W/ M•ErnG LRNMTN tW oae OR MONTHS �Y•;••v4•. ✓� FLORIDA IUN,DR10 CODE h V NurYiwno ZOM No. WON nt6oa we TO GAGE GALVANIZED STEER STONY PANEL F.P. 3EE AID NDS AIREMeH1Y FON ar a•A rt EDP AT * ~ WA rum: FAtE1 COTOHEDTWM to TRIaLa HW ON AT saw ON STA OFGLOBAL a/MVKI tom : 200o OMN 7YF[ ON WGr $ '•.Flo 0*.V.` IL. ECOINe. PROTECTION PRODUCTS. LLC 1NL ION k 6OTTOY MOUNT$= CAN R COM I IRO IN ANY �sS�pN "EP6 / AA 3IA ., r I.�I wM wl Nat[: LN.XIO-7sM nSE' CMMMI-M 20-176 WAN 70 UP ANY INSTALLATION. WOALEX 1 C . 1• A tl.. � WA -RAM _ ti 1 NO m- WVWNN tln NNE : SH m TRAM 5 .; $,*H" FOR CLAIM ►'C' A t/X F r ONNN a a M MAXIMUM PANEL LENGTH "L+" OR "L--" (ft.) D MOGIUM ASS. RE RATINGDow Ow.) (+IA CONCRE,E t W- KFAUATON= 1 - Sao Ir-o' 2A0 Fr=o• AID t1=e' ro-e• J" Xr-to, fol-W 40L0 ro-1• Y-4• lagI•-e• r-r aa0 I-t• Ir SAO r-r s•-r ao ra' r-r 0" e'-w Y-4• 7" r-r r-0• aao r-a• r-1o• Sao r-:• r-r 611L0 Nlaa a=[• r-r Sao rw r-o' tvao 4r /0190 r-3' r-9' ItoA - 81-71 r t3A - S'-1• rw.e s•-s• .MNm [ ftNW nl AT EACH no WRM IRA= M _ a)- n i n g D.M.. 20. 30. ONKCT Ydimm AT E(� EYd•E 0 MAXIMUM PANEL LENGTH "L+" OR "L-' (ff.) 0 MAIORIN A.S.D. PRE M79D CONCRETE k WOOD INSTALLATIONS t raa Ir-s' fr-.r s" rr-Xr rl=r ilia 11•-e• tNr-r J10 far-rr 91-0• 4" e=e' 01-21 410 J-7• a=a• eao r-r a _,• SLO r-r, Ta' IGO r-0• r-s• Sao 7•-I• r-r )oe ram• r-tr• aso r-r• 6=d' Sao r-0• e1-5' SLIT a-0• 01-31 90.0 r-1 61-1• Pao r-T e1-f0• tNM10 r-J' a•-r 1010 Free 11S.0 ItRe 4'-e• LMRN SEPNNTION TO CMS SCHEDULE33 PANEL H (3i) WEND TREED < 170 fto h ow SPEED 170 > ttt4l.11 IIIlIE71IMIlED RMHLOED UmmarrA iD RESIRRNIED 30 OR IE3s r r 6 1/4- >33 TO 0o ,• 1' 7 1/x• 7 1/.- >90 TO I'm t' 1' 7 1/r 7 1/2• 10P DOWJT MOM .I. MEAGER .U. HEADER 'sS IA • ANGLE Y TMCKBOTTOM AO�'2 Y'MIX w - DIRECT HOUR 1. 32' sr >d' w w 1. 4 1.51t1A• sm ARGUE 31 32 J2• M' 4r sr 3r i v TRWC 55' Jr 3r 1. Sr w• m' 1ARMw 3r 3r 38' w 56• 66• i eo' m- I 3r I 3r er w 66' D.Y.. 3�. ® OF 2/4 1 /4, 3/4. 4/5, 5/5 t 6/5 1w/6. 2W/6, 3w/7 h 4W/7 MAX MCC(m soma ONr MAX mat. -7- SHEETS 9. 10 t,1) 1. Not.-6 o e TIED PNYYiS W/ 40-20A1' M (SEM SECT IONS AS IS f11. OVfl'61IP __LI_ll__11_I J9' <3' MAX I�Y1�I Mw. �4 1/4. 3/4. 4/5, 5 5 t 6/51• MN. 1w/6, 2W/5, swi t 4wrr (SEE SCHEDULE W SHM & 10 1 REGULAR STORM PANEL M ELEVATION ,/4 Ma GAP 2A17• N.T.S. Gel OLOw -1 mm W61EY) t/4' MAX. GAPn SECTION A -A i �J N.TS IIOIO (1) L+: X ALL WLLARAOE PARIS.M LEARN FOR A WEN POSIT& ASA OE8 LOAD IDAD. 1--: MAK AtM,MBIE MILL IBNIN 1011 A WEN MINICAR AS.D. OEM IDAD. WON A PONITIE AEA. 0010N LOAD. OETBWEE wo" "M LOOM 1+• ff" SCIHEDLLL GInDN A NEG7IYE AP DEMON LOAD. O mrwm IIAIOMWW rsm u m l-• FROM !GENRE FINAL IfA19111N ALIDIMRL NOEL IDgIN a OOIDAL a TIC NNE" IEmwm FMm. ISM K70EEM %4• AND %-•. (3) SEE SCHEDULE 6 , FOR RN. PANEL WON FOR PWAW OMUICOgM. r 08VUAWO TO WOOD AA LIMBED TO t: 05 PAT MAX ALSA DESIGN PRE'BIVIE RAVING * 1 .44167 °'0g0 T'L"`° M` 24 EUOE GALVANW STEEL STORY PANEL ORION aft V•. OF O•'••'' F^ ', L B)••. NA.-•••b' / 1 GLOBALPROTECT" PRODUCTS. 41 N 6An0 t NNMR, (R4)SF,w NWM aN)PN-RN oa AMIH.RWOM AAt� Nte-,(AOMMW.�,aw.,-tNt 71�- •r• 20-175 WIMA We WANT 3 W U INSTALLATION DETAILS FOR REGULAR PANEL( INTO WOOD STRUCTURES SEPARATION 1 1 OW ANCHORS TO GLASS. - SCHEDULE sG1lEOLAE ON 7/41N-2IA•(Sm X - MEET 11) }};O NOO WM7s 1 W BEET 3) 1 p O i 1 N•aN oAW s� I IV MWIL /I WOOD ,Eo f `, 2 WOOD ANC ORS , i O4L 1 SCHEOULIE 011R'�ED" /4' MiELr 119cH�DLAE D" I '� wx , 1 SPACER OFMAXc 1 I toGTH REOIRIED r I [0 ' �• 1 I i@X. _,. MALONG KUe1W SPACERS • 12 1/r �7O.0 699E TRIM Ft ON j VIA. 1 1 SEE NOTE •' SELOW FOR UMITA ONS FOR I uzil ; IV MAIL = , 1 t/r LONG SUMVES. _ Rw. LENGTH GLASS.PANEL LENGTH 1 1 11 ON 1 ON l-- _�, �_ OSCHEDULE (SEE SCHEDULE WN SHEET 3) PAMEL WTE FEMALE O LM PNk1 MATE PLUS (SEE 9CEOUE OI SHEET 11) V4y„2y1• F... ...-..-J�`` 3.s SOtli_ -1 �. i ; W. ; __ 1 1 H6,K aIO -39 ro SSE. 1 tRD�S 1 PLATE REOURIED GLASS 1 ,! W MEET 3) 1 W� DOTECT YGUNT SPACER ibA n! * 1 ALTERNATIVE 21r i 1 SCALE 3/1-1- t 5�1t I 10 72 1/2' D.C.' SEE MAtN. A OEM LOADS FOR TM NWALMTHON. OF R i ED i ; X MAX. ' E6 t 1 • ix I/2• D.C. W WOOD AMC = 1 + STAGGERED W/ STUD 6MG01 M ww 6E 1 1/2• te,A P. !� ON 1 M:EM USCG," (1)NIWLAHN 6 Lam 10 A GAS OWR K%DM Wa" Ur-r •� L"' � Put• WOOD #YOII: , MW YEAR NOW 7HBBMP ERN LS A RORNmY FROM IR PLATE RL1tURE _. ; `# 6uI6e MEN[ MwDILr kLIDGW ON ow T7} AfrAORs ` _ / STUD 1. IWL TO aLn6® .M. Y1CGO bcmm am wo 4rl i j- TE tEOURED rN4 MIME FLLIO fNYA 9E MLO®M YYE FOtal 69LE 9CEOkXE ON Im0110 �niWlNE MHEn CORM TIRE HR9NHMN w FARM 12 7/r as won AJD� LN 7 7) TBDA 1 M wome was 'B N0 '-46 Pates'. K (3) YYL 24 &t FI6 LMM w MM 10 w 1W AN GOWN `. W M2LI,RIO )WIN FAQ ROOM e / m2 ALt& mm LARGER #"a UNION ALONED a (4) I y�Fp�MLL 'GIRO tN L'�iBI6LJ'pON LWt�/}I' WaINn M IRA YOIINTING is) 9701W RIB, KB{L�WgN • pa MO Al OwHK WOCO FIMIE BFNL• 9FJCE s/r-r •' IMA7L 1 W WO MN MO mm ,. 9 AO 3 AS W'B9® N ANY I �M9 A6 TE 7M0 (f� OIIg1I LW M Room SCALE 3/8-1• La N) IOGItiMP11N0 COLT I= we E- � am 2COO t, ! • 3 PER AM E 76W6 aL OL:.T�l/r �ER MIL: `vCEN ••;'� In�3 FLORA /U)LDING CODE h Wlos IwrrloeRW 2•De 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. .LIEF Wusa OTC. r...NOTE FOR COMBINATION OF sEt TloNs: 1B7 24 GAGE GALVANIZED STEEL STORY PANEL DESIGN PRESSURE RATING(PA.f) AND PANEL LENGTHS * UNIDO *q: * _- INGS TOP & BOTTOM MOUNITCAN BE As PER SCHEDULES ON SHEET 3 (EXCEPT FOR COMBINED IN ANY WAY TO surr ANY ALTERNATE 21Y•) y: ATE 1 0 ills.GLOBAL PROTECTION PRDDIICT$A I.I.C. p a m INSTALLATION. • �O � 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ... NG.'t4► AM a r a. WNr •trWr, A FIL Sam TO PINE SPECIFIC S% ••••••••• wW Alan DN)N►-fNa AVI BNlw6-no 20-175 �0IN4NI-Me MEMBERS W SOUTHERN No 2. W/ DENSITY OF CM OR EQUAL WIPAe Ne CI,X. FL IPQI • a HI um . w� ,elmem. y r► (C) rGfM,hciv/e ,IIOoo (NN. SPEC['1C CrMD]'. C . 036 NN�t: /. SiYPMELWt[UrMi DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE N AC(H7AllYME _ t/4.0 INICON ANCHORS. M MANUFACTURED BY LT.w. BIIXDEX. tlNC WITH THE 2020 (7111 EDITION) OF THE PLOOIDA BIRLDW6 COOS. THIS STORM PIED. MAIL NOT BE NSIALIED AT HGI - 014-10 PAIEIA IGE FEMALE D AND PMIELA60E PLUS ANCHOR$, AS NANUFACTURED BY EICO CddIRlI000N PRODUCTS. VE1DCn HURRICANE ZONES (RIDS -ODE / BRO6VD COUNTIES)• - 1/4'0 LIDO SCREWS PER N.OA DESIGN WIND L0A06 SWILL BE OETERMAED AS PER SECTION IM OF THE MOVE MENTIONED CODE. FOR A BASIC WIND- 7/16Y , S/W WOOD BIIM0N6. AS OISTGBVTID BY ALL PONE 91H1E1N, BOT k SPECIALTY CO. SPEED M REgN1ED BY THE AARWICTON WHERE STOW PANEL WILL BE INSTALLED. AM FOR A OIEC,IDNWIY FACTOR CD-O.W, USING ASCE 7-16 AND SWILL NO EXCEED THE MAMMA (ASS.) DESIGN Pwmm INTNOS NDIMED ON SLEETS Cl) MINIMUM THREADED PID911WITION INTO WOW OF TAPCON ANCHORS MOLL SE t 1/2• AND r FOR ELCO PNIELMTE PLUS 3. 9 TMNU 12 k 17. 1t AND PAFEUMLE FI IMUE D. N ORDER ro VOW THE MOVE CONOINICK UIRAME OEM WIND LOADS DETERMINED PER ASCE 7-14 Mau SE FM REDUCED TO A.S.O. DESIGN PRESSURE RATING BY MULTIPLYIMG THEY BY 0.6 N ORDER M COYPME THESE W/ MAX (ASAIJ C.2) McR6N TINEAOFA PENETRATION OF LAC SCREW. INTO THE WOW FRAME CND 94ALL BE 1 1/2•. NO TMEAOED DESIGN PRESSURE RATINGS INDIOARD ON SHEET 3. 9 TRU 12 t 17, IS. PENETRATION INTO ST0000 SHA L SE CONSIDERED M PANT OF THE REgRRED TOM= PENETRATION. N ORDER 70 VERIFY THAT ANCHORS ON THIS P.ED. AS TESTED 1FERC NOT OVER STRESSED. A 331E NCRIAM IN ALLOWABLE STREW FOR 1ND LOOS WASS= USED INTHEN ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MINIMUM EDGE OWAPICE OF LAC SCEW& INTO WOOD SHALL SE M NINIATED N THa ORM04 AdIORDANSE WIN N.O.S. 2016. MORN PALMS MEGUALY FOR IMPACT AND WIMD ASSISTANCE HAS BEEN VEp6ED IN ACCORDANCE WITH SECT1609.12 OF CA) MINI NM PENETRATION OF WOOD BUS6NN0 MULL BE 61r 1/4. 0-20 SCREWS USED SMLL BE , 1/r LONG MRIMIM THE ABOVE MENTIONED CODE M PER NORMAN TEST UU Or SOUTH FLORIDA, REPORTS 00814.01-01 AGO /0219.02-00, M SHOULD STUCCO DUST, AND 1" MINIMUM FOR WALLS WAN NO STU= PER SSro 12-99 t AWN E 330-02 VNICARDS, AM AIERICAN TESTING LAB SOUTH FLORIDA REPORT P112a01-10 M PER TAS-20t AND TM-20.1 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED N ACCORDANCE W/ SECTION 160N Or THE C.5) IN CASE THAT PRECAST STOK OR N'fET*i1SP CONCRETE PANELS. SRI000 OR WOW IOANDS K FIORD ON THEE WING FLORIDA BIILDNG - WALL. ANCHORS SHALL BE LONG ENOUGH TOREACHTIE MAN 4TRICRRE BE)UND SUCH PANELS. ANCHORAGE SMALL BE M MENTIONED IN C.1). C.2) t CA) 2. ALL ALUMINUM DMIUSIONS To ■ W63-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE MEET 2 (D) ANCHORS SHALL TE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPOGSW10NS OF 7W MCHOWS M AKWACTU RFR. 3. ALL ALUMINUM MEET PETAL USED AT CLOSURES SHALL HAVE 3106-Ht4 ALLOT. S. PANELS MAY ALSO BE INSTALLED MORM PALLY FOLLOWING INSTALLATION DETAILS SHOW" ON SECTION T 11 PIDUOR 6 (MEETS 4 4. ALL STEEL SHEET METAL PANELS STILL RIIVi STRUCTURAL DUALITY SnM_ ASTM A-653 OGEE MA2@ 00 MINIMUM. G-60 DAIW THROUGH S) EXCEPT THAT NFi10EA5 '6�t(J/ SHALL NO! BC VIED. STEEL OES"TION W/FY- 92.2 W (ALTER ROLLED). 9. IT MALL BE THE RCWO =LAY OF THE CCRRACIOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIM SUM OR CORROSION RESISTANT COMED CARBON STEEL M PER DINATTACHED ro INSURE PROPER ANCHORAGE. THIS SHRIER SFU1LL ONLY B[ ATTACHED ro CONCRETE, SLOG( 00WOOD FRAME SULDINGS 50018 W/ 50 M4i HELD SIRE GT1 AND 90 Hai W43U STRENGTH AND SHALL COMPLY W/ FLORIDA BIALDMG CODE SECTION 241 t.3.JA 10. EACH REGULAR STORM PANEL ■BIN LENGTHS OVER 90. A5 PER SECTIONS 1. 2. 4. 5. 6 AND ALTERNATIVES 1W. 30 k 4W ON S. BOLTS TO K AStIV A-307 GALVANIZED STEEL. OR AS 304 SERIES STAINLESS STEEL. WITH 36 ti MINIMUM YIELD SRENGTH. SHEETS 4. 5. 6 4, 7 RESPECTNELY. SHALL HAVE A LE'CINE AND READILY VISIBLE NAINIG INSTRUCTING OWNER OR TOW TO SECURE PANELS WITH APMICASLE RFB[ORCEMERT DUNG PERIODS OF HURRICANE ANIONIC 7. ANCHORS TO WALL SHALL BE M FOLLOW' 1t. THE INSTALLATION CONIRACIOR IS TO SE44T U ALL SHUTTER COMPO M EDGES WHCH MUM IN CONTINUOUS CONTACT WITH NNE WaAft TO PIIEVOLT AND~ INTRUSION, w to DIM POLM4_n CONCRETE: - 1/4.0 TAPCON ANCHORS AS MANUFACTURED BY LT.W. OULDEX. INC. (Min, F-3192 P+LJ 12. STORM ►IEL INSIMIATION MANIA COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY BUILOM AND ZONING REGULATIONS - 1/19 0 , 7/r CAUXC-N ANCHORS, AS MVMUFACIURED BY DEIIALi NC. PRONDED BY THE A1R13CCIgN %mm "", Is APPLIED M - 1/4.0 • 3/4• SOIL-Wr ANCHORS, M DWIMPEO BY ALL POT SCREW, BOLT A SPECIALTY CO. (MN. rA-3000 "i-) I& (a) THIS PRODUCT EWIUMG ON DOCUMENT (P.EAJ PREPARED B/ THIS ENGINEER! IS COOK AND DOES NOT PROVIDE INFORMATION MH - ft4-f0 PANEUWE FEMALE D • PAMEUMTE PLUS CIORL M MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, FOt A SITE SPECIFIC PROJECT L0. INHERE THE SITE CtMNDRIOI/S OEYNI! FROM THE P.EA. - 1/4.0 ZAAMC NASA ANCHORS. M MAHIFACTUM BY GONALT. INC. (b) CONTRACTOR TO BE RE90MKE FOR ME SELEC NK PURCHASE NO NSUW,ATON INCLUDING UFE SAM OF TIES PRODUCT At) MINIMUM EMBEDMENT OF TMOON ANCHORS INTO PONIED CONCRETE SHALL 8E 1 J/4: 2' FOR F1C0 PANEUMM1TE ANDBASED ON THIS P.C.D. PWOVIOED NEjSE DOES NOI OEVNIE FROM THE CONDITIONS OETAAED ON THIS DOCUMENT. CONSTRUCTIONSAFETY AT SITE S 71E CONfNACfOIt's RESPONSIBILITY. 1 3/4- FOR ZAVAC WAN ANCHORS. W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED SCALD W MODIFIED. A2) CALK -IA t sOD-SEA ANCORS SHALL SE EMBEDDED 7/a' TO THE POURED CONCRETE. NO DREOMIEW INTO STUCCO SMALL BE PERMITTED. I/4' 0-20 SCREWS USED SHALL SE 1 1/2• LONG MINIMUM SHOULD STUCCO EXIST. (0) RARE SPECIFIC PROJECTS SHALL SE PRE BY A FLORIDA REGISTERED ENGINEER OR ARCHIIECt WNCH WILL BECOME THE AND 1' NNIMUW FOR WALLS WITH NO STUCCO. AND MAY SE HFAOEO SCREWS OR ALL THREADED SCREWS W/O HEAD. ENCIN6ER OF RECORD (E.OR} FOR THE PROJECT AND WHO WILL BE IESPO79SEE FOR THE BUT wrf" WIG NUTS. PROPER USE OF' THE PEA. bOMMq OF RELOAD. ACTING As A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SWILL SON TO iHI3 LATTER THE Rif SPECWIO DRAWINGS FOR 11EVEYl. A3) INCASE THAT PRECAST SONS, PRECAST CNLC HEM PANELS. PAVERS, STUCCO OR WOOD SOMDS BE FOUND ON TNIE EXISTING WALL O PLOOH. ANCHORS 94AU SE LONG ENOUGH TO REACH ME MAIN SOIUCTIRE BEHIND RICH PANELS. W THIS PLO. SHALL WAR THE GAR AND ORIGINAL SEAL AND SONATURE OF THE PROFESSIONAL ANCHORAGE SAIL BE AS MENTIONED IN AI) AND N 02), ENGINEER OF RElIOID 71Mi P'ITEPIWfO IT. rANrRETE eTC (B) ro 1RLSIINO Drx WALL ASHY -9h 14. SHUTTER MANUFACT RER•S LABEL SWILL DE LOCATED ON A READILY VISIBLE LOCATION AT STORM - ,/4. 0 TAP'CNC ANCHORS M tAANUFACINRfO BY L T. W. BUS.OEX, INC. SHUTTER INWI ACCORDANCE N SECTION 1700.92 OF FLOMDA BUILDING CODE. ONE LAM SMALL FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.3 OF THE MALL BE PtFLORIDA - 1/4' 0 , 7/6' CAR-N ANCHORS. M MANABACRNED BY DEWAL7, INC. DING CODE. - 1/4.0 X 3/4' 90W-sEt ANd10N5• As 06IgRUTFD BY NL PORN IpEW. BOIr k sPELMLn CO. - #14-10 PAIELMATE FEMME O AND PAIELMATE PLUS ANCIMIS. M MANUFACTURED BY ELCO CONSTRICTION - 1/4' 0 ZMIAC HANK MOORS, M MANUFACTURED BY DEWM.T. INC. &I) MINIMUM EMBEDMENT OF UPCON ANCHORS. ELCO PANFSMATES AND ZAAMC NAR.N ANCHOR, INTO THE `vCEH •• T ''•.; FLORIDA 6N U.GNO CODE Ron VN NYRIawe HIM BLOCK UNIT SHILL SE 1 1/4'. S.2) CALx-k SOLID -SET M04M MBE ALL EMBEDDEDEDDED 7/9" INTO UNIT. TO THE CONCRETE a= r. NO •J644 N 7 ' aM1°° "W0° RA 24 GAGE GALVANIZED STEEL SM PANEL M STUCCO MILL BE PERMITTED. 1/4' 0-2D SCREWS USED SWILL SE 1 1/2• LONG MINIMUM SHOULD ow.* AND r IINIIUY FOR wau WNW No slucra. STATE 1. IL�EC O INa. PROTECTION PRODUCES. Ur. 0.3) N CAW THAT PRECAST =W_ OR PRECAST CONCRETE PANELS. STUCCO OR W000 BONGS BE q0R) EX51NG WWM.L ANCHORS SILL ■LONG ENOUGH ro REAtN THE MAN STRUCTURE BEWO MOH _�L"•�-� J.''.'�' _ 6\ ,a w.tM BKa 46m AW. It TIRO INS P_ 3N14 HMAL 20-175 / 1 ANCHORAGE MAALL SE AS MENTIONED N &I) AND N BSI). s/QN�L As+, AIN• Mt'IaA�A�_A. xI-MM ey,apm»I (N4)m►Tie• RVC ONrm+pO ORION; the NI Pt 7PK/■■NY36JAO[ %we A Jr. OIL am 1 M II L • L • � _ • : : _ : �.L t1I L • • : 1 A • a ks, lei :41 •: •L :otI = • A -Pall /f (SEE SCHO 1NOTH I ON MEET NEDULE CONCRETE (SEE sca SHEETS I' AITION AMONG_ ON SHEEE7s 9 THROUGH 10) aFALE 3/ht L Tr1 t• MCA PANEL LENGTH ONSCHEDULE SHEET 3) OF V M� f ! aL: •. f CSFE SCHEDULE ON SHEET 33 SEErs 9 THOUGH 10) ONLY WWNEW S" SET LM r/ MENARE USM •. Lllf�;• hiS y tS i.l •L• INSTALLATION DETAILS FOR REGULAR _PANEL_Q INTO WOOD ALTERNATE `EC SEA111fF01iIRYD°DS"°O ADEQUACY OF EDSTNO WOOD REGISTERED E OR ARCHOTCT PRIOR 70 SHUTTER ANCHORS ALTERNATE w'It I ` j ,• LAn..•- SCHEDULE ON (RAM saEDULE ON t M• Nd tNtNO tw MEET ,t) SRT ,1) WA6o, WIN 9MNM 1/2• : afte aue MA W MIA, 1/4• 1 MAX. WOOD TRGX REQUIRED 1 4v-aNrw emu OLASS-4 1 WOO) ANCHORS 2, , 1 • 6 1K oc t -, _ ■L •"•"� ._.(SEE SCHEDULE EiTM 3) 1 ,/4'I-Ion• 17 MAX. -.. N--1Sm soma 1 _ .�w•0W PANEL LENGTH 1-.._ u�wNpawi•Wy ( W MEET 3) IN INSIST 3) l 1 I ' Mw or v 1 1 , ,✓ . u ,/r oc I I 1 - 1/r I POI I 1 -Ir2Nr No nmw# I WOURAM 214' WOOD 1 woaD AILYHORb � SE WEOIAIED sEE SCIEWLE W (SEE SCEOA.E W T/4• SHUT -- I SHEET 11) EET 1i) ,�2• SOLE 3/s.1- SOLE 3/6-1• 1 NO. 44167 FLORIDA B KOM COIF NOR h NurtlaonW Zo1N NOTE FOR COMBINATION OF �?=rM]NS• 1. OWALLAT04 ARE ONLY VALID FOR MAX. A.s.D. TOP t BOTTOM MOUNTINGS CAN BE DESIOti PRESSURE RATING (o.6.t7 AND PANEL IENGTFS q SM a .ONO nwoL NL: 24 GAGE GALVANIZED STEEL STOW PAIL aNNM W.DIED IN ANY WAY TO SLAT ANY AS PER SCHEOAES ON SHEET S 9'• INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD T/D/3N6 MEMBERS TO BE SOUTHERN PINE No $ W/ SPECIFIC /OIYALE •I� EC:iNRe. PBO I�PBCDIIC7S. I.I.C.0WINE DENSITY 056 OR EQUALam Ila NININI11Nw ��`■' +�. ti. � �,7M14 Mtl1i: DNRM.1ML Fft aN)NN•NW mm •iO-175 Pd 7wA/•wWYK/1wE G-00607HI A }. IL •ICI 7 O e N N L _ cu CD Q 2 C ca O -a d. .� U � cn�� VJ O 2 O O O LL 6-0 O .N -p E O y � �//�/�� VJ Q c N J �� LA N " y O w �M ' ^ CV cn �.; LEDA_ d O >r N O m Q C4 7C N 6X CD L3 c •� E s c d V Q � • 3 ea is a3i e3 s`a H 11 c B O N d is a.. 0 cn♦...e W Wcu s O CL CL U cu1..1. O ■ '(�D/� V ./ cu LLI a Z Z Q ^J I..L SHEET NO. SH 16 3 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL Cii SYSTEMS 1 1 1 jo OR W6ESy 1 '®� �an r . r . mr 3106 14-14 TW eo0-n ALLDt�I OW. ALUIL JvmK1 VON 1 1AFOM4.1r�0.C, , 3/{ 2 / � POUFAD '/waloi i tY4•a Km on r"4 e00° CONCO a SLm 1 1`__4 a� fRMt CAIINIFv i a/t 431► a,��, o4,3r � 1• s 1 i o.c VARIES r . AW W Io aE LED Loco» 'O , r.A66' i•., WIN . r VAL 60< L CL7 Lps ALLrRL ANME i .Oar atoe-N1M "Ho LIa oo14DtIE. - /A�I,Da7S__ r z r z� ,• � -'(--- - '-�1 it1K AIIM. gain "ArtM�aMAM001 3'N• WOOo rrut a31oa3 A'%itwr 2 I/T 1 _ �l . r y, i 1/4 - Corr. ALLM. NNm Iln, -..-- ---. -- Now Maa OAP 1/4• . aoLT . a• . A7r SIDE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4'.1• SCALE 1/4•-l- SCALE 1/4•-t• SCALE 1/4--1- . I* up PWa19w c 1 �] apryNp /iD61lE I sz FOltta 3 19 OR M� l0►, ao11W p1 I H16NW E Pr (YL 1 I a 214 ,10oD am O oK,NGNG IDto4aE ON a11La13 e• (MIL PANEL COMM. O0 w�wH 00" BEYOND -1 4! FWW MW= A6 APFC&N ,0 a 1 )) rw aCNg IIWIAMD Tee �o I fW'1 ,ratAl� ' 3/4 Ice.. 1 1 I �`�'©ORV 1 1 M »Ram mm w to fQ 1 MALL (WHIR ow" DO PA14 U I . SA oMAwoe t7q -- ; ..--- ---- CASE G (PLAN) ra 14a1 ,111"I ....... A SCALE 1/4•.+- •`�(EN .t ' NA e r OL �•:' '•! VALID POR OMECT MOLNf INSTALLATION ONLY sf CERIVED PANEL NSULLA7pM AT WAILS III No. 44161 SWAM LEVEL VARIATIONS WITHIN 7/4- *' FLORM LIUIIDING CODE Nat VMwftNMMawno Zone CASE E (PLAN) CASE F (PLAN) AT" Ma 24 WARE wuVA162E0 STEEL STORM PANEL F.P. �.t`'•. DAtN ar. SCALE 1/4•.1' SCALE 1/4•.1' �CORIDi`,: • TLTE O PIIOTECm PROmim uc•MAIN 1 III NI 8.11. In sm l•7.4�'e[7 I,-i.. s�ww mf N11w4 (M1176 s �'taN}6I+73, 20-175 MINING ft PL !AL/liw7A9/aat 14AL1OIaA" f1Y_ PL •` 111I 0 Ora MAXIMUM A.S.O. DESIGN PKSSURE RATING (ITJLL) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL (D INST/LL ATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL(1DWTALLATiONS AS PER ALTERNATIVES I THRU 4w. ON SHEETS 5 a 7) MAX A.S.O. DOW P RATING MaDMUEt AMOK= PAM FOR EA • AS SHOWN ON SNQTa 6 a 7 APPLC# E ANY OF "pl MAIW JM I'ma U 1H (IL) TAPCON LIDO ap1Ew PANE2NATE FEIIAIE 1)gJ16 -Wt WOOD Bl1S4M16 IT 1T IT Ir IT IN r R 1T IT IT IT or IN OffiW) 6 f/r 6 I/r 6 ,M i7•P) - - 6 1/4• 12 lIr 6 Ile(eOR.•) LEN r W r S' - der,•IO IT Ir 1T IT IT (►2ry 4 -45 OR LEN IT ,T 1T 1T IT IT IT 13• ,T a 1/7 ■ (,•h >rTo IT IT IT IT S' I11O•aW 6 1/r a i/2• 6 +/r s 1/2• 6 ,M (AO►) 6 Ile 12 lIr 61/4• aMl•) I ln• 4' 4 in• • 1%1' MIN) 1W_r 4 1/2' 4 llrr I. - (•M7•IO 10 t/Y A Iff 12• ,r 4• iIOP) ,r 1T IT 1r • I • SEE TABLE /1 FOR MAX. A 5.D. DOW LOADS a MAX. P94M LENGTHS WI EN SPACER ® Is I USED. OD�W O SPONOING ONLY TO ALTERNATE 2N MEET 8 MAX ASA OEM pRATING 0mumINNt4lMLTE (PaI) MAXIMUM AI CHDRS SPACING IN EA - AS SHDMN ON SNEXIS 6 A 7 APPLID181E W t OF THIN MAMNM t AI Y (FL) IaPCON lA4 SCREWFDW IDPUK Pa1NFI311OE MD00 61!&Mg IT IT 1r IT IT w r-4r IT IT IT IT r 1w OPINION) e lIr 6 t/r 6 I/r 6 1/2• 6 fIr mn - 61/4• 12 llr 6I/4• mm..) r 7 llr Ir Ir -' (,•P� I= 7lIr r r r - 4eDrT•Iq IT 1T IT 1T IT -4• 10 .75. -7a 1r 1T IT IT it IT IT 1T IT tr • >W- TO r-r IT 1T IT IT a 1/4' IPA (e0t1W) 4 1/2• 6 ,/Y 6 1/r 6 1M a ,/r (09 - - a 1/4' 12 1/r b ,p• poli7) 4 t/r s• 7 t/2' 7 ,n' (DP) 6` a• 3r (eD7ra6 13' IT I IT 1 1r s lyr tl•P) IT IT 1 1T 1 1r Ir • SEE TABLE /1 FOR MAX AS.D. DESIGN LOADS a MIL. PANEL LENGIMS "FEN mm a Is I USED. CDIVWSPONODRG ONLY TO ALTERNATE 21r ON SHEET 6 7l�E.�L A AS D DESIGN LOAD MANIKIN N »PAEL LEM 40 PSr OR LESS r-6- > 40 PSF TO 50 PSF Or-2' > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ONLY VALE FOR IISTALIATIONS W/ PANEL MATE WMLE ID OR PANEL MATE PLUS ANCHORS a W/"AN pursim!'a 1/2. O.C. MA_YIMUM A e D_ DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORY PANEL n INSTALLATIONS INTO CONCRETE k CONCRETE --BLOCK _STRUCTURES (Vi1UD ONLY FOR PANEL(DM)STALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 a 5) MALE 43.0. ►11lE (W) MA1da1M ANCHORS ePILa10 MR W EA PER HaED1AE aDOw APP ,,-WW umm ,) MAX S. PIS �) MA/aC10R9CNPR M-0PSCHEDULE e AIPUCAWOEM Iwoww HF (tL) A4PCM1 SOLD-�' 2INIIC-Waal CKIC-111 t TWIG» bRD-81D FEMALE 0 PUPSZWC-IYIaM CNX-1N t 10 W t0 tb A OF AOI A A A A O Ad +4•�-4• In$ ,r ,r IT IT IT IT ,r ,r s r IT IT a.�. OR L••• ++ �-+• +mL -6a , r ,r , r ,r ,r s• ,r IT ,r IT 1 r III 1 ar � 1r IT 1T IT IT 1T IT ,T IT ,T 1r 1T , (sonom) 1T 1T 1T IT 1T 1T IT IT IT IT 1r III + 010470IR IT ,r tr ,r ,r IT +r IT IT ,r ,r ,r t+oly IT s• IT IT IT IT IT IT IT IT IT / f :tray IT IT it IT IT 1T 1T IT ,r 1T 1T 1T 2 (SORW) IT lr ,T IT ,T IT it IT ,T IT it 111 2 (•odor_ 1T IT IT IT IT ,T IT IT 1T 1T IT IT (I" IT 1T ,T IT 1T ,T 1T IT ,T 1T 1r 1 In 3 0 12 1 2 1/Y a ,/P s I/ 2 , it t - - 6 1/4' 6 1/4• (sOrlor4) - - 1 n h / / n n - --at / / 6foT1GM) r r a• r 6• r e' r r r r 7 1Ir 4 MIN) a• 6 I/r a' 11 r 6 In' r 7 1 r rr Y 4 (TOP) 4 e• - r - r - r - a• - e• - 01o1Ta0 a• - r - Ir - Y - Y - r - a1DIT0 6 ,T ,T IT 1r ,T IT IT IT IT it ,T IT clay IT 1T or 1T IT IT IT IT IT ,T IT t t CMF.) IT ,T IT IT 1T 1T 1T IT IT ,T IT or gxmm IT IT 1T 1T IT IT 1T IT 1T 13• IT 11 1/2 s WTW 1T IT IT IT IT or IT IT IT IT 1T IT t101y IT 1T IT IT ,T 1T IT IT 1T ,T 1T ,t 1 TOP) - - s 1 4. 61 4. 61 4. 6 / 4• - - - - 61 4' 61/4• a - - 61 4. 61 r a, 4• 61 4• a t 4• e IT r 1T 10 1/2 Ir r IT 7 1/2 a In 1T 4 + , W-r1T 10 or a• IT 1T IT 4 I Ir e , 6 , 6 , IT S , , Wm 10 r-r ,T r IT 1T IT a 1/2 IT 9 1/2 ,0 1/2 7 1/2 ,T r i (IMTOM) or 7 1/r ,r tr IT ,r or ,r it' a' ,T a 1M , (• nmQ it r it to 1 IT r IT 7 1/2 S ,n ,r 4 1/r 2 TOP) IT r IT IT IT a ,M IT a t/r 1 iM a ,M 1T a t/2. 2 (TOP) or r IT IT 1T a 1n IT 0 to a ,lr 2 Po7,•V) IT 71M Ir IT IT ,r IT or it• r Ir 0 I/r 2 610mio1T r Ir ,r 1T 61n IT 0in a 1M 3 MIN) 7 ,/r IT IT lr ,r 1T ,r it r lr 6 I/r 3 TOP) 12 1 12 1 6 1/4' a 1/4' 2 1 • 6 ,/4' MUTIOY) 2, 2 1 6 1/4' 6 1/4' 2 1 12 1/4 a 1/4' 6 1/4. 3 01011ai) r r r a 1M r 3 1M r 4 ,/rr 4 IO►) 7 ln• r r r r 4• r 4- 4 IM 3 ,M 6 In' r 4 t+>) r 6• r ea JI/2 ,/r• 11ir (aoritNQ r r r - r a tn 7 tIr 610nm)r 7' ,r 13• lr6/n•it 0 , r mn lr a 1M tr Ir Ir it IT Ir It r lr a tM (IOPi,T r IT 1` lr • 1M IS• 0 , a 1/r (••7IOII) Ira 1M Ir Ir Ir it tr it it" r,Y a 1M Malmo,r a' ,r ,0 , tr T t3' 7 ,p• 4 ,M (,DP) 13' r I3' Ir tr a 1/2• tr • ,M f ,n' 6 1/2• tr 6 ,/r e614. 614'6t4.614' .O/1•e(6oII.'• tl1'at 4'a1{` f1$ - st4' 0Iµ•a5F. six 00 It TOR AMMM WK IN 6MOM0 FOR MINLATOM Mtfl NO PROIE elwaalK • OMM AWWft MINMIM ANG LIMA 1 CM ONI MINE AM .w1DaM DIN A46 11MU L FOR La Lab THAN 11 0ft as MMU MACE AHOHM MM N /A1MILIING aF1' I SHOW ON $CHO" N TOE FOLLOWING w1OOlIw. I= Ar ONMOI M TO IE POIML IlOUMD M »IONS COMO 411110 100 IIKL Mar M LMS IaW WPM WACNI 011001011 FOR VW ANCHOR I'M IN AM fCNaML Now TTK 1/4% 1hY 1 t 1 1 1/4: 1H'4 t/4•. 111040104 ttNG•.w arm.+ aNMM NOW arlCag 0►1 3 3 3 3 a +/r I W IIrIIIMMMomom f) 3 31/r r 3 3 Ix 3 11RMMPAN OMN 3 31M 31/r 1 31^ 31/r 4 AL71MA !D6[ 616eai Om) FAC1108 yr W_ - - - a , son r a3e al - Im - fA7 » SPN:mm ONLY 1PUD IwEN SPACER IS USED. SEE t1 FOR AWL. AS.D. DEBDN LAADB a Mat PMEt. IwEN sr+Acoe B (SED. 71R6.i7. A A.S.D. Do" LOAD MA)rlAMPANEL 40 PSF OR LESS r-6• > 40 PSF TO 50 PSF r-2• > 50 PSF TO 60 PSF 5'-10- A MAX. PANEL LENGTHS ARE WA FOR INSTALLATIONS w/ SOUD SET ANCHORSa W/ "SPACER SPACER AT 12 1/2- D.C. r---- ANCHORS (SEE SM706 IN AL1F3114011M all SHIM 13.14. 16 t1s1•-- 3• +IA+I• R-1A/13, R-2A/13. R-3EL/14, R-it1/13, R-2yi3, R-DD/(4, D.M. ZQ. '• R-1Aw/1% R-2Aw/i5. R-30/16. R-tsw/M R-21NM/I4 R-31W/16. O orq) I O O O O O IMP 41 1 � abtxAAJe steal PANFL { i , 4• -20.1S.S. am's wAD. , (USE :OR PMAM LEHM am � I i ' I ' � rEaiLAR I F"Am-- I ' -�; LIFE REL- I t i S.S. 80US w AT !! i i �_ -;-- .. ; ; _•- ' I f ___F _I___ - - -- --- `- ' 1-' I � I --f --- I LOCATION s PANEL em C7 ROW PANEL IA/13. R-3A/14. R-1y/3. R-2R/T3. R-3R/14. -ZAw/15. R-3Aw/16. R-imW/I5. R-2L"e/16. R-3BMt/is. (SEE SMONS a ALMO$UMM ON SHEEM 1a 14.15 616) LIFE SAFETY STORM PANEL 11) ELEVATION (t) W Lahr E 1/4--1 (WN *% -1 ,ORE'/LILY) � A PN4a umm r-s- s +" -40A pat. (w/ DNLOMP me PANEL umm aOU) r-6' M +911A -6ao par. (0/0 mW MD Pw4LL WXM mm UK r-r MK PANEL LDDM 3• `1W t 0WA LATIONS ILLY MILD FOR MAD 1. 1M1.1 SPEED LP M 170 1Ap h. I 1%4• MALE W lA'E 8AfE7'f PANEL * : >♦ N10R1DA BtMt�NIO CODE Non h Melee NMrtIfAM ZOr1 EXMIOR+t�S orqu k . *' 6rw nmm Me Oise. 24 RARE OALYANW STEEL SIO RI PAM rip, m � TIDN PCn. LLC. a Oe� SECTION A -A �a SCALE 1/4•-1• '� Ir -,Y.' �iN Loa sa 61 Vo wo44C M4N�1aa~, "a pa4)t6-MIT 20-175 PL a1A/MaNaMw/a0E MA'F}i PL 6aWwNG Ne . . RwD 1I OI 1a (VAW ONLY FOR PANELQT OISTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 a 5) MAIL ASS. PRESSURE MAlam AMf2DM SPAL7N6 TOR MN CA PER SCNNIat saw MA1MIM MAIL ASA DENO ringAAl010Is (w.) IIAIMW IOip10RS lAC6ia TOR IM EA ►ER aC1®IAE amw MAOMM O!L) TAPOON aoW-aR 2A1NC-%" p1N-01 pit n LE�)WWAllowt (N.) Im OIL - 10 16 10 oor mmm t -aa +7/W-76 IT „• IT IT IT IT IT IT ,r IT IT ,r + s,�• OR �•S +7> -75 +i1¢itu IT r IT o or 6 , ,r 6 1 71 s i ,r 41 1 CIOM r-r ar Lm IT it, ,T IT or 1T IT IT or tr IT 1r I OMFOO) IT / ,/r IT IT IT r IT s• or 7 I/r IT r I EeDwW) 1T III IT 1T Ir 1T IT 1T 1T 1r Ir tr 2 (TOP) ,T r IT o i or a IM 1T a I/r 7 1/r IT { I/r mm IT „- 1r tr 1T IT or IT IT 1r IT W 2 Olunbr m) IT r ,T /r IT 6 1M IT / +M 0 "As' tr 6 iM 2 $arm* IT „• IT IT Ir ,Y ,r tr ,3' ,Y W' tr 3 GDP) 1r r Ir ,r ,r 9 ,M tr 6 1M ,0 , 7 IM ,r r 3 flfM - 12 , 12 1" 1/4' 6 ,/4' 2 1 12 In - - a I/4• a 1/4' 3 (60770r) - - 2 1 2 , a t/M a 1/{• a 1/2 6 ,/4' - - a t/1' f i/4' J (aM,DII) r a' r r a' r r 6 /M r a' ar 4 +/r 4 r r a- a In r J +n• r 4' 4 ,M r I ,M 2 IM (toP) r r r r - r - (•!mla) r - 6 1M - r - r - s 1M - r - MOOT ) IT 11- 1r IT Ir IT IT 1r IT ,r IT t0• 3-RP)- IT I lIr 1T 1T IT r 1T r ,r 7 1/r ,r r scoop) 13• it' IT IT 1T it IT IT 1T IT 1r IV, ( umill) ,T r IT IT -W IT s IM or 6 1M o i 7 fM IT a• OIMFO+q 13• 1,• 1T IT IT ,T IT IT 1T /r IT to, 6 (TOP) ,T 6• 1T to Ir a IM 1r a lIr 7 yr 6 iM IT 4 1M t7Dh - - 61/4• 614• a T4' 61/4' - - - - /14•6Ie6 - - 6,Pa114' 6+4. 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IN 1/4� 1/4.0 1/4. 1/410 es= aw•s1 4146N-M MIls61 mom sa67g 0.) 3 3 a a 2 I/r I IA W owum mussumM! aM1 3 a yr Y a a ,AS• 3 3 3 yr 3 ,/3' 3 1n 3 'Ir ACID ,Ilr- aa+ 3. ELM aIe - La - W 3 fir I- I.Oa I ,m - ,m ,m » SPACINGS (ILLY WLIO WI$Ti DESDN LOADS a MADL SPARER a USER SEE t 1 FOR MAX AS.O. PANEL WHEN SPACERIS M 1.+ ;i tijl; IJ;Z JT. 7101 A AS0. DEN= LOAD mom" NPANEL 40 PSF OR LESS 6'-e > 40 PSF TO 50 PSF 6'-2- * 50 PSF TO 60 PSF 5 -ttr A MAX. PALL LENGTHS ARE Y VMID FOR 61STALIXIONS W/ SOLID SET ANCHORS a w/ SPACER AT 12 1/2. O.C. I 'I JIM jJ011IJ Zj 4 I1jjq1jj [41 :j 3113RO];Wfil] k'L41;j 3113o:j k11,01,11I J�Jfjfj !_1 I W t' MAX INNEL LOW» (SEE ELOMION ON Now 12) worm i �N4a4aa 6 a• a e r316g P � OR e I.EL !TEE eNlEfa 1e t 14 FOR ANCHORS ALL 11101111 D6a14 ,1K a vAOIN FOR MMYJAMW 0110 sOM fwjx mao6I0a NNW NOW tNWLw1M AID 1NGwa1 MINIMAL gwINGR WPM 3 •NNer1M ammol. W -,f,pN,6,l a�W a,M Oa3 3 3 WK OMANK AM 1NOOA1Eo oN AM sDImLAL FOR Ea. Um Tim /gt401D oN 913-M E MUCK ATOM WARM AML{, aDs IasaL� NAM N ruLAPLYM6 MraMO sNaw a 6Da0IAE N 111 FOLLOMNG F7o10111. FOR TNM OPo6t1IML to M reed. I oucto WNW CerAWD Ulm MMOa OVAL NOT R I= Awl I , as r 6m WOMAN wvOwo ,Nt1CA160 FOIL VAN AIIOWR TWE ON In 6Dw01IE. 31 - MTV., ` tlLS. O O s to _ O U N C d cu O -O 2 0- CID 0 O O O O ^' W (n O N O cu > .E 2 cu !� Q a z z W J N � N CD N • o o oati is V CV C. 0 � 4D CL D3 a cis 3:m a_ 3 CID c Io o t/f o. C E NO O d f.3 ILS L i :+ L ► • ; SAFETY a.L .) , L - - a L ► ,. • _ INSTALLATION ► LTO WOOD aa1 •; STRUCTURES _ �1 _ L 'I INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES L a aAa 6 r17.%�► >ti>t iu-�r���� IIMI �.III t-L�rtilta hll ; �81 y►�lll� %►�illll �NI :Mill • °Ill r ► allh 1 �i►�1 1► �llll� . /,�/,/.'. f ,,Jeff; � �L11 ; ►�1��1 � � � - , f � 11 - , 1�` - ; � ��MAX ToGLAIS, It e r .OfPANEL LOWN a, a" A CAN to ItON SIDET 12) LA CONCIlm j F' YF' �\ :III s T ►11 I �_ 4� i.R:, �� F' �;w;� FI \��111 \TINT s • I %/,.; - :N �j i \� ,��a4_��� ���.._�_ '�`��� .•S ���'H-yY � ,� awry rac _. IfffulmF-PERJA WALL •� k I III111 CALK 3111-11 III 17 1ARE NOW= ON DU 11CHIDULL MR EA LM THAN ., II! I i ?ia7 7'?iw:;V+ rft am we ®® ­-mlll - 1/01 0 womm" nowmoo ... 314 4;•-ONLYVNXFORMAXI �Yii� I , •"• T� • h • } 1 1 1 ]1`] .:] 1 -1-� • f I '.1 1 1SEEM PRESSURE PANELam LENGTIHS AS PER ELEVATION ON SMW IL , �f` 4. - .. _ ,. .. ®- ._...__>, .._:.:::�C=1� . a . . . EQUAL � , 2. FOR NEW WOOD VAME 1 MEMBERS CONSTRUCTION: ..] - .a „� , .. t.Wl� �. . ,. atl t.3i_-_iW a)•�aaN . . �.. ... .. _. r t>tNM��Wt1.1�MN ri . •_.. .. _.. N'_�a�aaCN �a� wi W"_. j•�-�...-"-_�i ra��InNoa�� a SHEET N0. SH 1.4 a14TIH/uzl• Iq iie1 S9lilllll!lItlI�A!lNIRl�lll11llA'i1 IF. NTi7iLV►'�.1 �7J_T xwrkLv� ENGINEERING , -F- ENGINEERING EXPREBIO® PRODUCT EVALUATION REPORT 8apemDw 13, 2020 AppAwtlwn Nkwuber 1i1111110.t - R'd EX Project Number 20.31543 Pro" Menukldtwr: AN AWaNan Shudoms and Gkw ManuA ctury Address: 1510 Domes Road Want Pokn Seadh. FL 33400 Product Name d Dway18on: 249a Gokwdaed Steed Bbmn Pwlsis Largo I I - Imped RaaI Scope of EvWLmrftn: This ProdwR Evskaton Report ts belt issued in accordance with tit raW*Wrm tE of 8a Fbdde Department of euednese old PfobnWW Raguloton (Flodds OuNdi g Commission) We Chapter 01020-3.005, FAC for 11- 11W acceptance per hMOed 1(d). The product rated above has been twtsd arwor evMwgt(cue sammrized heroin ED slew oaNplwee with the Fbrkb &AWO Coda BeVerdn Edilon (2020) and k. fw Ble purpws intsruded, st load egoivebM 1D Chat reWldfed by to Code. Ra•wMatlan of We Prot WmN be required %Nowbv porBnad Florida Buid np Cads moM 1 81 or revisions. SubsbndWng Dab: prepared EX drawiTnp C13631543 BNod •'bps Oakanlzed 8tsel Slam Peak (FhMZ 6 f4an•N(1At2y, sheets 1.6, by� ng EXprow salad 3 eabit by Frank Samardo. P.E. Is Itsprei pat of this R 1 d1b.Tn dotle dructlNM pov Ronow W he been tsttsd In aNXX3HdarRv with TAS 202 Reed akndo ds per Eared roporto) 08TASCi-17-001 by Okcbvdw Too&g, MD, LoW mipits 1 1 I reaMance and oldie', t perbmeNoe her bean tested in aecaMaroR wNh TAS 201 and TAS 203 hist atarndards pw /sit report(y aBTd1S0-17-W by Blocbo*w TwWg, kw- Structural wtlnowkng calau bdons have bent prep�a�Ired, whdctn evakale Vw product bated on comperaWsimulate atdlor m1cmdsimulate�l i to Wthe WAD'At deign CtRelts: 1. MadmumANowWMSpain 2. Minimum Atawabk Spore 3. Milkman Oka Separation 4, MlahorSpedng 160 SW 121" AVENUE SUITE 106, 06IRPIRLD BEACH, FLORIOA 33442 (954) 354-0660 1(666) 396.9999 TEAN0ENGt%aeai*GEXPR6S6.COM ENGtNEERIN6EXPRESf.NON V-07 VAX, PANEL LENGTH g 0 4/- 40.0 V.I. • LAST PANELQ TO BE INSTALLED AT EACH OPENING SOW. ALWAYS BE PROVISO W REAR NANOLE ro FACILITATE INSTALLATION I' IRENOM ro BE INsr FROM INSIDE OF STRUCTURE. lIom , (t)INC%. E-Z HANG STORM PANEL SYSTEM + ConL- TRACKS TOP B BOTTOM. (2). ENO PANELS SNAIL ALWAfs BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR SF4ALL PROMDEV AT TOP OF SUCH PANELS. (3). P END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION SHALL CONSIST OF 1/4'e-20R3/4' M.S. W/ 7/8"0M3/32• RING NUT O4 IJ4'sA3/4• MM, THUMBSCREW INTO TAPPED BOTTOM TRACK. LOCATION or FASTETN04 MAY BE AT OTHER OF TWO EXTERIOR MT nAMIGES CC DO PANES. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR 6 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS 04DICATED ON NOTE 3() A8p1lE IN SUCH CASE. CONNECTION OF PANELS TO BOTTOM TR1E:K IMY OCCUR AT MY PANEL LOCATION t 04TALLATONS ONLY VALID FOR WIND SPEED UP TO 170 m-PA. ENGINEERING - Page 2 Of 2 All American Shuturs and (Hasa - 24ge Galvanised Sued Storm Patch No 33% inaa in oftivabie taws her bawl Used In the design of Oda product. SapAred an from -bring it not required for kadaiiatiwr outside of wind zone 4 and same d al locust. impeet Resistance: LANoo Impact RwkhTnce has been domonatrated AN 0Wdanast in Wwft ly Ceded and report(*), and Is accaartsd for in tho ertlne ortng deign of this product. Wind Load Res/aiiwee This product has boon deagned to rested wind Coeds as kdaaed In the open schsduis(s) on this rssp+blw+ Product EvWlueOan Document 0.e. omtbaukg drimiko. Installation Ttds poduct slay be l Iad Yn strict cwMWAC@ Wish W mspacWe Pmdud Evokatlorl Dom m t Q.a. erngkearkt drwwkt), alai wish N c+LnPomle rn0tsd therakl. Product componwLb shut be of the nrtwW spaldied In UM produd`s mopee4we Product E•vahnDon Doc ream 0-e. wig* , 0 drawkW- Umitadons 6 Colm"Ons of use. Use at this product What be In strict as ord.na with the moped" Product evakoton Document 0.e. woftee t drawing) es. herein. AN supporli t haw strwluna stet be HlaNgll I 'to rooW tl superimposed beds and Mot be of a wmWW toted In this product's respwpva anchor achodide. Most structure oondltions which we not accounted for In this pro,,o,�kes respective ender adedule NNH be doWaned for on a sko-opedNe bob by a m0dered ,, AN connpone ds which are pomnanody kWaNed shot be protected againd corrosion, contmT* oton, and other Such damage at aN Imes. This product hon been deigned for we within and Outside to High Voice* 1 kolici ne Zone OWHZ). Rnp-Owly, BENrytP t-0, Frank Bernardo. PE EmMEEBNO E70ORIE8Sa #PE0046549 I Cert Auth. 9885 160 SW 121" AVENUE SUITE 106, Dea RFtELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM 0 ENe1MEERIMGEXPRESS. COIN EN6IME6RINGEXPRESS. COIN INSTALLATION DETAILS FOR SERIES INTO POURED CONCRETE, CONCRETE FOURM OR 2000 E-Z BLOCK HANG STORY PAS AND WOOD STRUCTURES 1'e TAPYON coucam x IEOLNeD. 0.0CK ANCHOR • tY O.C. 1/4-0 TAIOON T• 1H1' HER HE1D YIN WOOD 1• 14.1' MEN HEAD TEN ANCHOR • 12. O.C. SCREW OFINN NE'gIFEO �j/4• IRON EDGE 'OF 9 9 i II4 i 1 IN*t• � • • 'J n 1/41-�EIN�7'� t'. Ey�g1�� 1 1 �N°•Nx � 1. � ; 1/2' _._.,' �Pa1�iM6aC �.-`-_� _-.._.e..... ...._ 1 .,t a"9PFAAA 1 E>tl41RNG_II 7p pWg, 1 __.___ ����t�pp'•Ip CJM+ AnRIaNRN POP ro GLASS. 1 POP i a i wYET I ! i "e7 NO MAX ATP • a PANEL lfr4aTNH • re1wTN MAIL ( PARa LENGTHI i a 1 ; I ills. a a I- Nan ' W BL1154. j � 50a I a TOI4 3N � RANBStIK1w a t' 1 ft soft OP INS 1 E 1 N r 1 1 I _- E.b- % 1 % ON ANCHOR ;_• ♦ 1Y ATA� 1/4•P TAPCpN P'OURM i YM4• WOOD AtiGNOR • lY 0.G CONCRETE eOtAClf CONCRETE �y/����� �6ArE/9y92rRyL}}��Rt71/rS1 er1'•e'Le+A/ E21 SCALE 3/8-1. SCALE 3/8-1' Tr kil :% Jim ONLY FOR AS.O. OfStGN �'- H , FLORIDII 81NLOOKi CODE ►ion High Votoefty IEUrrbone Zone mNm T10a4 No.24 GRIPE OALVAINZED STEEL 9M FANEI. e1H� w: 1 INSfAL1ATgH ARE vAL10 MAX. PRESSURE RATW +/- 40.0 pa.N. AND 61-W MAX *:• STATE 11L _T O �TEC' W PROMICIM w/a/Elw PANEL I.ENCTH. �f•'. fLOMD C k '• Oft2. FOR NEW WOW FRAME CONSTRUCTION: WOOD O,t: • •. & .s91 RA M sow MEMBERS To R SOUTHERN PINE No 2. IN/ SPECIFIC S�"• "'��1 N"'`, ppa`wr.n,,,p m u61 RMNE, D6P>•Pn"'n r!'�9c'pa9Ne6•i1eT 2o-t7s DENSITY OF 0.5o OR EQUAL pA.pp M EM r a r Llllmrr 6, narm r1A a rt amf4 a IN ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZy TOP MOUNT TYPE AS �r N a NI S( a Df K� a LKm731M - 1 TYPICAL VERTICAL MOUNT ELEVATION 1 N.T.S. ELEVATION TOP MOUNT (COIN �'BL �P) (SPAN ABOVE TRUCTIO ) AgUM RE D BOTTOM N iXlNT o) 0 Z 7 TORUNT L (OINK TYPE AS REQ'D) (f7DNN DESTRUCTION ;LOCATION MAY VARY) BOTTOM (SPAN BEIAW TYPE AS RegO) OBSTIUJCTION) PANELS M AY aE WC:HED AS RWIRED. OPTIONAL)OV-20 STITCH BOLTS WITH WASHERED PROVIDED THAT CONNECTIONS AND ANCHORS ARE USED WHICH SATISFY WINGNTTS FASTENED a SPANS ABOVE • BELOW 01-1111 CTION, OVE RILUIS 0 NDSPAN (USE APPRIXNUAIE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.I.S. ELEVATION MAXIMUM ALLOWABLE *t DESIGN PRESSURES: AS NOTED IN DESIGN DESIGN NOTES SCHEDULES POSITIVE AND NE6ATTVE DESSON PRE95URE5 CALCULATED FOR UpSryE"��pryW�L7H THIS SYSTEMS BE DETERMINED PER RMIt'®N H THE ACrA WIWI�H ASCE 7 AND CHAPTER 1 OF THE EDA BUILOIMM, CODE SHALL BE LESS THAN DR UAL TO TH POSITIVE OR NEGATVEDES1ON iACITYNVALUE6 LISTED HEREIN FOLANY GENERAL NOTES: 12 HAS REIN USED IN THE ON MAXIMUM TESTED ADDITIONAL IN (L)LABEL VISIT ECALLCJLM816N8 In PC r'1']'-'4, cCAnr ��9 4 Yl^ t:NNM .;NAyll. hr�IfiX,.M-'il I[ Vw FNUlearprMl M'O11rE4RlERKA I (•2.250• DA94• j•�'2.99D' 2.240• N "",.>. 4-W 0.750' o 'IsOAE �sO 12D'Tra,,IriTYPI ��..� �^�w�^-0.3 0, � " i ate} .094° r r7 CP.930' J_L ••°�is-•�02 gam„ � -I 2.000" I- -•I 2:000• �- TTP. tQiN1.11XY ,n, •N" NENOER a, IURa-our V veAOBe �j�. 0N-PNH OLON't60 S10 3'900 X' 31 'A• O.I76• 0.3�.113g' p•i.'2,O0.976'-{ 1. 0.35D' 1.007' .73EWW f_ .Rtlr. OF 1�••'(��[ ' 0250• ,Q m j lab T0,545• G.5 ice„ a:a50" 4 i • fH OVICTION . �-1• o w°' r D EI TYP.z oO • 0.o5s. o.zls o,7or o.a65 75 0'. AD_SSs 9os 4-4 O11"WAT'r iRAOX T WAOR 0.090• p 0,957' . YN MST♦ l� r_ • M1 DIR �. 11 Do2CTIg1 O.l2S'"r•,_NNr 9k IllyyyJJJ A:n R!lOePED � •! ag 1 G 1P n.5N1 - '"FW>' rat 19• :N: SA00" "fY.N'^aL•t[4?[JRLP. �j. e ' u a.!x117W ,a.nt»yn to g NrEZj OVERLAP 11 a}TPtiR[ J 4'MMX. (.'� CORNIACLOSURE DETAIL Y MAXig M l! 0 ',r Frlror�minme /`-.2r MAX, YO•Rfvpi -'!. K•tS4kSTT' IT"DttrATJ^•N:: Ifi !rinx !Y SUILD-OUr >1 uvxT• YJr'tR s-JPC n" 11 1" ONiI N IM OD: TANCE } ,T .'2 T•IPM n,IY .n lrtrE a:fn F .. enPJY rra tP- 1.0001 = !I:l'C 4,fr'ICC.' �tilk• ` fiRrl't_1.0.AAlr +M H rl tl'IJ. H:•L2'«'I-I Y.<i'r �::IM Jf T " HY,.^'x V.�J1.Io,IIti 4n L[•a_14:11t JlV: M% EMaeO 9 1.000' zP wJ -ter , Jx/'14tLPL :r rR•<,r nl.+-mac: :pRLta rn Y.Y a ,. A'=3'nkl%U'L: rN ss, MAX. /•\N11114tNI1 Y01,NI CIteNINr I1rIMl 5�, rf.7L•r N,_ N.T.& .5 Tf- •a1AL I N'lta.la'A>TLA !'.".*v fill _n lr_,J.Lvc Ml 1.500" L;xu:a w aNJ"11:. r:1 T+T-NA7 •srr>:r' 4" 14A7(• I MSN. a LN. a xs!a. pp LG'Nuae-11 FI,J4 ,Opp. La,x Isu^'trf s� r•a'nn "PaxF- JYVLL l'P.A•rJHOR (Y J••VT:.V' � .Y 5< 1 YI al. v COIWER� NL � hi•YrAS.MaKY.`. RAYT rT Y lAl. axVJ1Jr ,x• �: F XAAP WNT y n e'IL ...v �' 1, oil 01 J - -a N a) � CU N U Q cont O O C tQ no n- .CM V N Cn N o^' O O O C O W C C O LL O .� O 2 �Cn .E.� .6 .- AQE�C VJ Q a z z W J C*A "- O N =G W �^- 1� Z O ■��e/�'r�a M/ ) C I� p L> CV mx C2 a. V/ Q C M N � N C � is •3 No l0 1.. y N flCo O A T E O G. L ."ir""4{nE"L CAi3 .s PPEO4MrN4CAE HVgNHN,AM IrN,S .>-t : C L,'W>I.1 J1T^, :X'X •+'XL P+tiNd.>LL 4m N2 ,,, .u:.fi W]N ,J.kl.tPf :, . . , MINIMUM ALLOWABLE SPAN SCHEDULE � J .WET _ V? "-` ANCHOR SPACING SCHEDULE: r. Ce\ ------ -f• -- c ,AT m v w uu •r r•\P. rt. • M' �'`� 24 GAUGE PANELS; PANEL FASTEHeRS a 1L5" Or. Y::r.EA w �.•ws k 4KxW a en t air 140 � `� 2.3^ E DffiTANC! 7/4' ED6! DiETAMCE ALLOWABLE PANEL SPAN &GLASS t` '�~ iII - rl -1; wN0[lmrr 'V up 6PMYP -e a" UP TO 10-9• k I Ittd-M •,- 1 ra-lr >J• . 4 �' .it R. • �i '( �'f A -Raft �r� ODar TYPE CONr Tree a0e 9wP[ • - (�J 3j ��iI d fNexoR AN som O011r me Carr TYPE 170NN 7Y►E A If Ol'1 0 (EW7 IN=; 3-- W� EwrL•Il g SEPARATION SCHEDULE: I43 � •� Tn[ C3 f2 C3 u CS 1'D C3 u t1 C2 d u IU C 13 O CI Ci Cl C3 C4 p C2 C3 Cf 14W O Om 33 1LS' 1a0' iw7•' Ar 1Lr 16.0" 102" 4a" 12,9 16 0' 9:3" 6.1" E r tutu >IIC+`NMI a.Al u) a i 24 GAUGE PANELS , C� ODV#T UITRACON Lf e 7 Wr9® 93 12.9' 41 12.T' 16.01liff 90` 12.5' 16,0'• a2" S.S• 12.5 16.0' &1" S,5" W ={l W uRf kaf IM I:.tlF/�0-IJ+..Y JN r�t' i 11' i• 1Y 11 (jS,'ry - LILY p�. ,f.:•_uo INq:Y.-S:�InW a 12,s' 10.D•1aa ar 12 S•3a0•' 13A" E1• 12.5' Ar14.0" 6D" Eyq F {ee21_ ire 3. CJP If RYTK+Y p y;"P• ' " Li ~< ( < ■ 4E 12.5' 34LY• Low, as- 125' ]40" ■ t" 5.4' 12.5" 96A' &1 5.4' M-->ererr� ..a.Cw LONIMUM STORM PANEL SEPAIATKIN FROM GLASS cyYYY R 12.5' 16.tl' A3• ai' 32.5" 3e.0" &L" A4• 12.9" I8,-0• aY SA" J `�Daa J'3'PPf y~. :• INVHZ. WIND ZON[A a ESSENTD!LFAOU7aM 31 4-' 1V^C 52 12 r IS. Cot' 0• &0' 31.5' 1f.0" 34.] 60 ]2.r l6 a• 14.7" S.0" 2 12.5" 16A" 9.L" 5.{' 1 .S' 36.0' al' S,1" T2 u.r 10.a' U.T• aD' 1Z S' 15.0" 141" 6.0• I3S' 3E.0'14.7" O.W.6W- sVAOP a ♦ Ri-TlNt , 5� Ib.iW N 1 Y i ' N 2 I I•. 1NIUq 2a 'S2. • 16.0'• 1a0" 16.C' 13.4' 36.0" is 11 12.9 160' 13.4^ 10.T" W(I`"� A4AfaG1ALi 30„ " P], P 11/2" dEID ]3 L1.T' 16.tl' 340' 30.1" 12.5' .0" 12.1' 7.0' 32.5' 16.0` 10.8" 6.2,. DESIGN ALLOWABLE INSTAUATIONSLESS INSTAUAUONSGREATER yS - Ol3YALTUITRNCON 41 1 I. •, 0' - p' 32, ,6 WOOD 9CR6W 41 L2.r fa17r Sa &1" 12.5' 16A" 9.7" 8.8• 12,5' 38.0• A7• 5:8" . m :x'trlN4c K4�.k;r hx'"' Z ti ¢j PRESSURE a 1xYila 0.:.:ic1 fa 54.5' 16.a' 14Ar u: 32 s' 1 .0 11,9 9-3' 92,!^ I6.0. 11,9" 9.s" v V11 Wr am Tn1 ' ati.0 -•ppSPAN RJTut3) THAN3DABOVEGRADE-THAN30'AaOVEOMOE ■ .16.9,.]2:5.A6''U-1 1 1p -M S2 12:6" 16 a• fa ]3 ' 1E S" 3i.0" 31.9" 9.!' 12. 16 D• ]i 9' 9.3' Red32 12,5' Ica I1.1• a{• a3Y 16A' BB' 3.6" al-Y' 1; - 9:6• !.6" tH:_3 Pak x:t 7'f .N G 72 12,5•r T.a•11.9 0.5' 123 76.0" 13A" 9.5" 12,I 16. 11.9 pill 7 12,5" 6.tl' 9.v S.6' 11r 6.0" 016" 5.6" 12. ' 16.0• AS' b6" fA6M 2.161. 1��4S//C rMNrD 34 12.5' 16,a']a0"SeA" 127" 16.0"19.7" 1,14" 17.5 115X'14r0.'11.E" c L. wATa cc 1HOWNHERE ARE MIMMM OWASU SPARa eAbmoNrin OOMpINILTIpJIw NIMIN91rIG J4I POMR9 i0UO SR 1/f At• 4'CN O[D 33 12. 36.0 '0' S .0'],0'SO:T. .l iTn R alS 1A */•35 130. M 6A6M 21iM CONOn1016ATTOPMSOROM. Amin aDTflb.LJMA Tw,N"M in= a TAKE your AMI INOT � IN.V/-v-,a .auz, 41 iY,S' 16.a. 1&0- SSe' E 9' 16,0" 1L6" 1LAB" its" 16.0. 12. ' 1a9" TAP ORDi-CRW 41 1LS' 36,G' 1 3• 124 6.0" 0I1". ]3.S' 16A" 9:2' N � > it N•40 130.01. 6*1" Sin ACQRAaE. 4a 1I.S' iB.O" lSi" 733" 125 1d.0 115 L9:6" 32.5 a0' 12.5 10.61, y 46 SLS' l2:r 16.0" L, •v, :7 ' ,-t5 2. W6OMIWTI*M fawM OIA9RR[OUMED 1Y11e PANd. 12N6n1146A6Ala1 TIMN HINT IIOT(O POR E SS 1 S' 16,tlr i4,4" 32.3' 12,!' 14.0" 1L3• L0.6" 12,5" 16.0. 13.3" LOW, .,n -T _ �. ___ 130Ah 6ABM _ 216M - _- pp3pptT,yp ppppnpp ppwpp,ipp ypw- en _ TIC 1' T �6 52 L2.5' 16.a• lab" 12.T' 16.0' 9l" 12.5' 16.a' Ai' O A'• 'S 3N • L!3 M 41.56 130AM 646in L76M 3 iNr aMwaRaXFJtEm Fa ALL rNIaouT MaAHawTAKe HOVE. mN9N HUM aosI,Aa ARe Mot V ", !: 7Z 1LS' .0, 1 2.5" 16 r LS" ,D' LS" 1 6" T2 12:5' 36.tl' 9.1" 126" 160' 9.1" 32.5' 140. S -- ------ - , A I-!V4 HINm 33 13,5' 16.a fat• e.a It:l' 16.0' Iaa MV 12.9" 15. I6.0" 13.i^ ] • • 3 12,5 a ., 7: ,S' 1 0' 1 .S 13: J• XA cxU c eH F _-_ _ - -_ __.__. - AafY71Y E6LoourNouHRMatonwn*M&aroaRa6v.MJTLowrROMa sswrLiePSDETNLx /� 6iII . L ;y _ ,µr-H•,7t - .�; i'�i '/•55 106AM 6A6M 235M 4. TAaE MPLI[Sms0m 12p nMTM aN wrtNaR 9rtroL 90LT33 AND 1NkFArR56RmMwrtN rNN1 r••r y ,+»YNJI rAArINAIr Z t P. _ .!F N-NYN% L4nn J::KV-L. •),ip 6.2M cue pl 2A3 p1 H6TNNINN/2.Y OR 6.16'O.G yl• Mv-t '. •3'. -•ffl 41 t2, S' 16:0^ Saa' 16. 1 .9" 18A" 19:f" ,4" l29" 18rD' SS.6" 11.3' ul RNNlN N9Jax 43 1L lea' TA" !.9• 12.5' 1LS" eE" 4.1• a23• 12.{' 4:6'.' 4.1• [^) T- '] :,.y:.LR ro_•h'4.S'L •:a ' a PNIBs NAY VAX wMININM UeN60",(1) OF tHE OPTIMAL TOP OR worm CIMAMNS M ,� •� M 12.5" f6.a' lea U.1" 12.1 ]0.0 153^ 11.3 lz.r E,IM 1s.3" 31.2 YROOCEUSnLNa 48 U-Vl Ii4" .9" .o' 2r 1 .3 i. 4�0` a2s' .r 41 4.01 t iL if�aii it cJNN!Rr.r; '+,=.a. ^Lw.f;; •Ms [[ N•65 SSA In 6.]IM 2.72M *liana PeI MTNL'M1 us"m,Y MouMnao COMomON SWAN 0"AREtoww"N. X S2 12:5' 26,a' 1&0" 13,a' 12,5" 16,0" 15.6" ll.l" 12.5" 16:0' 35,5" IL.1" * 52 t3:S" 14,y' S.S 1.}" 12.3' 4.7•' 4.N 43S 3• I:T" N.O F C•t3T3,d ?Ir a>CO\\IVI'P '•. M+L`. H.l1CA "n>PS. VJ7-r Lgy7�I „ g r,.,rrr•, ht I,YV " "' ' Nxi 31WL>!t': ct lie :r. Ira x. wl-uu,Ll•s 'wl II166p y70 Ain AN12 I 290M � � ^ � � � 92 12:5" 6.0'• 5, 1. „ f. i„ 2„ 12 16.0' 355" 11.2 Mlwr/ 72 5.23" 12.3' 4.r' 4.D' a25' ]z.l" f.7" 4.7 2!• 3.3' 4.T" 4.0" CM ^ 27L M 6.13 M 296M .J i 312C f 1-LFW01wD 13 62T' 30.3" 425^ BDYiE DISTANCE 425' 6.4 M:%'A OT aTYr. aurEilp F:1 YAr TL^.T.-i) OORNOUMT R: ♦ T2 ` rtJPTarNr PJ.'Yl:fi � d Tc' 4wrJP 11*I.lA1 L..n -w1y arm N _H zarn t U) r'f®n1^TT NNIn 0111 ,N1M11 WiJIN11 I n C• 7 . 4,W1 _W.') .'� nlWNlll!IRMJON 41 42S' a3' ,l: irk .9^eri� m xrC � - ^ 49 42S' 7.1•- ANCHOR NOTES: f� EMI4VC CnC•E-ITiLJi! _ _ _ <x1.-r xis,,A.E N' •r m ,_ wtcllq u wi ,fir _.e 7rIY clYNlvxl.: MnY" z N 72 i r>-� sz a2S' ai• rtR:», VtTL`, a4,t'ti. •« /> YMLL HOUK SUTION f..JeFlJ7!!x W'r. r'JAIN:i•x-N N'6vrY1 •:c+; tpltx•AaV'A<LFI'l'tTF to N-'f1°"'•"' L. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS' CERTIFIED HEREIN, BUT ONLY PROVIDES N J,YJJ.LII NJ,: 9� I L:R w_.lu_ SPAN SCHEDULE NOTES: zj TS MAXIMUMALWNABLEANCHORSPACINs. MNUNUHALLOWABLESPANSANDPRESSURESINDWATED � U zz4 c� ,N'r'tM1Uu 23 11.5' ]6. 45 a7• &15' 1L7" a26 10.b TT�,t V IN SPAN SCHEDULE SMALL APPLY. 4 - rNR'•-fd-SFri Jr, tv, 1. MEN SPAN SC1�IA3$ WITH NWAYM N9t PAp6 RdTOLUND I,rwN 1IllluJlou 41 33.r 19.7" i•23'• 9!" a25• 14" GVi �l :. ENTER ANCHOR sCCEOILLE BASEDOfi PANEL FASTENER SPACING, THE ExisT1NG STRUCTURE r w:nv '�'`' 9:NN'f Otn,i ANx.:,A r»N9frtM1 OEM PANEL FASTENER SPACING TO mMM1I11UI011 49 425' ]3-7" &3S" Q3" 2!' A3' MATERIAL&:ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN r ry t rTrx:',R�17r1 ••'rti•'P"!^PI`u "� ,r ,NAv vPJ3v .. W. DETERMINE MAX9MR4 ALLOWABLE STORM PANEL ¢ " 62 6.2T' fO�W" &25" A9" alb' 9.3' NATA-c :l,r. Dk6P5 •I�' W �17eee j � •, LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN,SIE �j no .rot >v„AS ysrvuenAe SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH I 2 25' 0 • 5" IS' 9. • CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON ,nrar.'xrs.•,', F I n'W» POSITIVE LOADS LESS TITAN OR EQUALro '��' I/+'r,-IN•Hlxro 23 L1:9" ]a.a• T.s' Ta• 12.6' 13.4" s.z" aD• azr ]z.r 4.L^ .s" SFIEET2WR IDENRFICATION t>F DOrNECT10N TYPE). O i , r rLln.xx a:�'n sre:t l' � xl•3Na•rt a NEGATIVE DESIGN LOADS, +` is TAPCOM 41 3LS' 35:6^ 40• S.N b25" 70,3' 4.2 4,tl' 425 10.Y. 43 4A" Q L ..a'FJ at_n•:J x M . I.IA I#H,ApY RXI 2. 'PANEL PASTEIMS• ARE STUDS USED IN K'1o6'm9w>* iaTM E 3. •PANEL PASTENEgS' AAf STU.D9 USEb SN OOM)UNLTION WITH ALL MOUMRNG EXmULSI06B .*, cF"I.v, ru rDM X.• 4T}-^IkT 6f4m0v-+- < :It IVN o flNrdtN<Y $ N. SLS' 7,3' a1• ILD ai!' 1*.7" 41" .ir az3" =.I- tv 4.0" ('F"-TRACK, STUDDED ANGLE. ETC.). USE 6.25`O.C. PANEL FASTENER SPACING TABLE VALSS FOR CON UNCTM WITH ALL MOUNTING EXTRUSIONS Wf wl pur6 WAIRMEO NLNMP 6 aA 6t "•r''�' ,• 4! " 'vrLB'LClllla!' _ •"J S2 42T' iI' 4.7" 44' 24 10, - 4.1•' 4 6 MI:7' 0. 4.0" ALL •H•• AND'U"-HeADERS (INCLUDING 9UIUDOUT.CONp[T10N5). I ('f""TRAIL• SYRIDDEO AMWIN ETA USE 6.25' OM IwNM n[a c � " IJ� C O.C. PANG fA57'E7El StAC7/1G TABLE VALUES OU : . 7 25" 3 .7' 4. 6. 7" .L' 4. 6 4,2" 4, HQLUDWS LSM BET STRUCTURE 5HALL CONFORM WITH MANUFACTURERS' RECDMMEN[i4TI0A6., 1 i sat: J-.,-•." x AUL H`- AND'tr-HEADERS (tNIXN1DINfq aUtLD OUi £ „P* II+• r fNP rN,l,n 33 12:0" lea 141" 71.3" z s" Ida" 9.7 7.9•' 12.3 26 D° &T • ]A" S. HOLLOW BLOCi HOST STRUCTURE SWILL CONFORM TO ASTH C90 BLOCK - sJMO.3 J. luu CONDITIONS). 6, MaNIMUM 9M6EDMENT SHALLBE AS NOTED INANCHOA Sl3HEDULE. MS .L-'r + '• ti:nHt ALL WMR460UO SFT H 32:5' 36.0" 11.3' A]" 12 5 16.0" T.E 6.9" 12.9 169" 7:8` 4.9" / ». T._ `v y 12.9' 16.0'"%7• 7d!` 12 5' 360" 7:7' 4.2" 13.5 8. D• 7:7° 6,7' T. MMMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL C, 3. LINPUIR INTEIfOLATI0M1 tSElYlCNl0l1D51$ 1/••26R3'MAD4NE SCREW ! y FINISHER. WALL FINISHES SMALL BE UMI7ED TO 1/4' MAX OR SHALL BE VelUFIEO BY OTHERS TO O }'., I "t l: ,• I! � � ACCEPTABLE, OTHERWISE ICE NeXT MIERM LOAD. 9TUO W/ wA9Tlelco a •`` T �k�� Si SLS' 14tl' 6A" 7,Y 32.9 16.0•' 7.7' 6.2" 12.5' 1a0' 7.7' 6,1" Lisa M; I: b]I Cl!-3•'nPfTxrl,;'. WwOM/T 1BL'O.G L: IE'TA�I AOE(gWTELYTRANSPEl LOADS TO NEST STRUCTURE. q 7z 1 ,9".. Si.tl• 7.T• ikr ax s" as.01 T.7" aY' i2 3 16 0" 7.7' 6.2" 9. CANCRETE AN04M NOTED HEREIN SHALL BE EMBEDDED TO UN-CRAC EO CONCRETE ONLY, AA't#' R •�. -, Ir•,,,•I,r GLASS SEPARATION NOTES: O €•DRO'1110 .dI;RJ� yv N 1 y,• weEo 33 12. ' 16.0" 44• 3.9• 629" f1.S" I,I" ,1" a2 f0 3` 40" S.7" 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD d $ - -N tO ApWlNi xx urWN1 M.11v- 41 32.5. 3.4" BY cur 25' 9 3,6' 1' G,2S' 9,2" '16' 3.7" VERIFY THAT FASTENERS ARE INTOADE'CgUATE WOOD 1'RMNH6 MEMBERS, HOT PLYWOOD. FASTENINGCIO aasuv7 S D J J •CRn! N,:71n:, I. am SPAN SC IDLUE WTY" P�TIVE OISKAR WAD TO DETERMINE � 4e 42S' I3,S' 44" al' 6,25" A2' 3.5' L9" 1 ' 9.r' 3.5` 9.3" TO PLYWOOD IS ACCEPTABLE ONLY FX7R 581E CLOSURE PIKES, FRS: CIJ.0 H ,u V , ) I#3 Iw.l cV: p1TpM MOUNT y. 52 425' ]D.6" 4:1• a.9• &34" a 15" 3.X 'a2S' 9.T' aS' 3:3" /�/\ .ua y>m ek.na,.rw 1 / y F FrNT:' Q NDUMUM ALLOWABLE SEPARATION MGM THE OPENING TO aE PiummYE)- XappTMp y T ID. WHERE ANCLORS f&9TEN 70 NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN W L SOBBLLRE IS REQUIRED MR USE WITH POSITIVE LOADS ORLY, emTw INOIA1r I yp pl 7z a25' 9.z• 3-S• a.a• a19" 9.z" 9.Y' a.s• 3a^ CENTER OF NOX'ONAL Y X 4• (PEN.! WOOD STUD (%' EDGE DISTANCE CS ACCEPTABLE FOR WOOD i• I 'E a s -•»r-L, INTS"LAT10N BEhY�I LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER rare T�J EMwD- ■■ gt' is FRANBNO). V1OOD STUD EH4LL BE "SWTHON PINE• G•A.55 OR GREATER DENSITY. UG SCREW 71 w, ?: silts 8 xN7..E 6IFE k SHALL HAVE MUlPS PAN HEAD OR HER HEAD• Hlz Vi rr. I:r+ 3. FOR INSTALLATIONS AST9 WM OUTSIDE OF THE MV3. AND OUTSIDE OF SEPARATION IAl _ _ i 1. REMOVABLE ANCHORS ARE: DEWALT PANELANTE, ALL-FO MM S/3DiET & BRASS MLVMS. rA•. •I»r f I ter axe v" rxRr� ••RTrNIX^T^^: i v FACILITIES DI ASTM WDID DONS 1 THROUGH THE GLASS SE►ARATWN t ( n AS NATO 12. MACHINE 9CREVIEi SHALL HAVE 1/2' MDiIMJM ENGAGEMENT THREADS INTO THE USE Lu d4r-a: n' LT. N+ _n JJu'aTJ T .9 rI,1 SI?1EDIR.E IS NOT R�UIR� AND NO MINIMUM SEPARATION FROM THE ENP3Twa CONONTE &.now AV TNt ANCHOR AND MAY HAVE ErTFE0. A PAN HEAD, TRUSS HEAD, OR WAFER HMO (SIOEVAL K BOLT) U.N D. t 4O w.tUu4P't': SAiIn,vPAT.'.we... CO-31TJ NOHOW eloata wlM CIA" In AMLPIOII 20-31543 13. Ma'DMUM B48EDN9'II'AND EDGE DISTANCE EXCLUOE9 STt1CLX10At3THER WALL FINISHES. 20'31543 F u: rr. lrn>an erNv- aalxrr row _ :ssrl\a.nl - WOOD ni P SMCOA TAii, 6 Mot •aw �n:3. TTr O rANIK Ap/PQMITM 8 LIT' 4 OPTpnrl3 TONEOTDEl e1MUM D9TAtl - MEE%rArelt r is: SANCHOR LYfMDIitONS WHICH ARE NOT ACCEPTABLE USES. Q LJNal IN.lthr a3 tt pyyq� j 16. 1(L DIRECT MOUNTIMG NCONDITIONS.5N"` 4^L OPTIONAL EGRESS PANEL DETAIL 16. LINEAR INrERPaLaT1o" s NOT PELTaX7ED FOR USE WITH THE ANCHOR BOHeouLEs usTm an THIS SHEET. Z 1. Z /110PTIONAL INTERIOR FASTENING DETAIL m INTERIOR FASTHIING rt Q xu. \P3 SJx ar1.NR. 1nEr, i r ^^r. ,•v. } ``l `(�LF4 A•raer xe9*. .Nkrur.r2u i. ue-.,i P LAJ::Jt IVJL:I f'LS I!NINW,IIeINJ9fi,Ntk r',NIN �J--!P'� 1 •H• IeN:lt/FNRPCI MIJIIMI !Mt InM N.T.S. - J a. SHEET N0. SH 1,5