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HomeMy WebLinkAbout6828-6856 Ripple Pond Lp11 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET- 2 UNIT 1397 FLOOR PLAN 3 UNIT 1500 FLOOR PLAN 4 BUILDING PLAN (Left) 5 BUILDING PLAN SRigh� 6 EXTERIOR ELEVATIONS 7 UNIT 1397 ELECTRICAL PLAN 8 UNIT 1500 ELECTRICAL PLAN 9 FOUNDATION PLAN 10 ROOF FRAMING PLAN 10.1 ROOF PLAN L1 LINTEL PLAN & DETAILS ABBREVIATIONS - - � � � - - - ----- -- FP-1 -- FIRE PROTECTION DETAIL SN URALNOTES STRUCTURAL AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room SN 1 _ _ _ J DETAILS ABV orAbv. Above FLR or Flr, Floor RA or R/A or R.A. Return Air - AC or A/C Air -Conditioner ADJ or ADJ. Adjustable FLR SYS or Flr Sys Floor System FOM or F.O.M. Face Of Masonry RAD or Rad. RAG or Rag. Radius Return Air Grill -- -- S3 - �- ---- --- _ — MONO DETAILS S4 DETAILS AFF or A.F.F. Above Finished Floor FP r F.P. Fireplace o lepace R or R c. Recessed EC a ce sed - AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle - r �� �` "�q — - --- -- ------------------_.----._._---- -------.------ ..-------- ALT orALT, Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelfrM BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) FRT Front FT or Ft. Foot/Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault InterrupterR/S GT rGirder T o G.T.G.T G rde cuss GYP BD or Gyp. Bd. Gypsum Board REF or Ref. REINF REQD or Req'd. RM or Rm. RND or Rnd. RO or R.O. RS R/SH or R&S D or D. S S SGD Refrigerator Reinforcing Required Room Round Rough OpeningHE Rod and Shelf Smoke Detector k De ct Sliding Glass Door DDDD DD DDDD ®DDD ®ODD DODD EM IM 7___ ® D DDDD DD D DDD DDDD DDDD , ...,., -.,_-..:..,, ,_ ,•,.. ,,.-_ ., .: :.:. r_:. .. .. �:.,...... �2 Y-• = � � -• •• °- ^ S5 DETAILS SS RETROFIT DETAILS D1 FRAMING DETAILS WID WATERPROOFING DETAILS PA1.0 _— ___ --- _—.— PRODUCT APPROVALLAUMBERS •-• -� - • - � � • - ' ' • • '- • - PA1 _1 PRODUCT APPROVAL NUMBERS PA1.2 - PRODUCT APPROVAL NUMBERS BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet CAB Cabinet HDR or Hdr. Header HGT or Hgt. Height SHT SHWR or Shwr. Sheet Shower PA1.3 PRODUCT APPROVAL NUMBERS CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of INSUL or Insul. Insulation SQ or SF or S.F. SQ or or Sq. Square Foot (feet) Square6 � UNIT TOWNHOMES SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL COL or Col. Column INTorInt. Interior STO Storage COMM orComm. Community COMP or Comp. Compressor KIWALL or K/Wall Kneewall KS or K.S. Knee Space SWorS.W. SYP or S.Y.P. Shear Wall Southern Yellow Pine SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL 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 LaundryTub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder 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 LINO or U.N.O. Unless Noted Otherwise ----- ------------ ---- ----- -- DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical MEAN ROOF 15 FT. HIGH TYPICAL DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DWorD.W. Dishwasher OPNGorOpn'g. Opening VTR orVTE Vent through Roof/Exterior FOR SINGLE STORY HOMES EA or Ea. Each OPT or Opt. Optional W or w Washer MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES ELECorElec. Electrical ELEVorElev. Elevation EQ Equal PC Pull Chain FED orPed. Pedestal PH Phone W/orw/ With WA or W.A. Wedge Anchor WC or WIC or W.C. Water Closet (toilet) EWorE.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code PKTorPkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or PR. Sh. Plant Shelf WDorWd WDWHDRorWDW. HDR, WH or W.H. WIC or W.I.C. Wood Window Header Water Heater Walk-in Closet THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) CURRENT CODE IS VALID FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Flr, Finished Floor PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire WP WS WWF WaterProof(ing) Water Softener Welded Wire Fabric (Mesh) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. PLAN REVISIONS DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed 01 /21 / 11 1.0 NEW CONFIGURATION Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to 08/22/ 1 1 1.1 REV 1 501 KITCHEN 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 09/ 14/ 11 2.1 VALUE ENGINEERING REVIEW 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 01 / 19/ 12 3.1 S HAFT L I N E R DETAILS 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. 03/ 16/ 12 4.1 BUILDING CODE UPDATE Payments will be made in accordance to the terms of the agreement. 12/19/20 5.1 FBC 2020 CODE UPDATE 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 02/ 18/22 5.2 NEW PLAN NUMBERS PER C.M.ny manner for control the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and I= 1E 14 14the ventilation of the building and thereby shall not be responsible for 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. y D C= e�tE � •' o 0 � CleoeJN CZ o .. a7 O fU Y � • [if p N i N %, B�1 Os: •• �Va�ll %� j V�7:^ E � f 4 {\ G F j 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) a 8 o r rn N O LL i w J w r+- a � Z m C ;3;a _ o mN Z z d J ILW � pjmw W ❑ El C4 M z N C) o o Z W N z o � (D Q --J;7 — N Cl) o _ W 0 g wa N � v , co c.3 W J F u� w MZ O <0 woZ -0 � ¢0 cd.E 0 VO t— CU ra —` o X0 O¢ a �U U o, ";Z N o ¢o 6 wW �� `c L (� C O . m O Z Z a�i .% ¢Z ' �w5 OO Z Z d OU W 3 K K ¢ o '_ yLL =3 oa oa o~ 0 L N >Lf-) C/) C rn o >LO r � � M CO O 'Q c O N OO r W m J O Q � +-+ 0 O CV LO F— it CV r� r a r in o N y Z E m c a U -J Q n � JOB NO: 22-08393-08388 SCALE : AS NOTED SHEEF NO. 1 TEMP BIR SHOWER ENCLOSU ON CURB 2" 2' 9" 4 KITCHEN - INTERIOR UNITS REINFORCE WALL @ 36" A.F.F. FOR POSSIBLE WIRE. SHELF FLEX ROOM SHOWER GRAB BAR PER ADA REQ. —� REINFORCE WALL @ 0 0 0 ® o 0 0 0 17"TO 19" A.F.F. FOR POSSIBLE WALL HUNG BENCH SEATo PER ADA REQ. WASHER DRYER (OPTIONAL) (OPTIONAL) 2x6 BACKING Z( L LAUNDRY INTERIOR HOMES SHOWER OPTION BATH 2 ADA REQUIREMENTS - BATH HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 112" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W./ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 114" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required " VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED * SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25J S.H. 13 20X38J 184X37q S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20X63 18aX62J S.H. 16 20 X 72 18 X 714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 11-13 271/4X38J 26x37 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-I6 27JX72 26X711/2 S.H. 22 37 a X 26 36 z X 25 1/2 S.H. 23 37 J X 38 s 36 1 X 37 3/4 S.H. 24 374X50$ 36JX50 S.H. 25 37 J X 63 36 J X 62 112 S.H. 26 37JJX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 z X 25 z S.H. 33 54 X 38 $ 52 4 X 37 J S.H. 34 54 X 50 $ 52 J X 50 S.H. 35 54 X 63 52 X 62 S.H. 36 54 X 72 52 X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. UNIT 1397 — FLOOR PLAN SCALE: y4'=T-O" OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 �G SEE SN SHEET OH 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 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, or20-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 classi duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302,6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd, or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min, of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 9'-4" TOP OF MASONRY WALL 10'-8" TOP OF MASONRY WALL i • • OF • TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY ANDi REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION LIVING AREA 1400 S.F. GARAGE 241 S.F. LANAI 101 S.F. ENTRY 21 S.F. TOTAL SQ. FT. 1763 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. 0 �• p W c esr�� -a � a•c . w vY a ® ra w a a ao a I a E o'.o o. 'w e•.�•NSE••• ": 21 40 4 • �p s: _ X. s r`• fir. -•.. •, ..� `' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W �� O M 8 ,F V 0 0 y N W N tll C') V Q C J 25z u- JLLr> 5 a — o a Y Z m c rn = 9 0 a - � o � W � cj m w J Z L0 N Z Q L a N O U � a Z W M � Z N M O 00 z o � Q � N N z � /T LL '-d1 p a awo V) c 0 LU TAN" J _ E 8 I c U) m —® o co co �W co co ¢ o Z < Q E o Wo aN z® oa f� R0 a ¢ 00 0 U O O N wo Ga a Wz W 4% L M C _ Z Y U y 2 10 oz Z H Z J ro ¢" Q W �z cq N g3 o� o9 go a W U o aQ }o a r v zIa o 3 2N 0 .L >LO � a; m O O > 0 IL O r � N r cc O o M Q r EY Q .d- o o � -9 0 0-400 O h O N Ln O a o —0 C —0 CF) N a r 2- r T_ C6 4 r a) E 2 E = N N o Z z E M m d E w U J Q p c � JOB NO: 22-08393-08388 SCALE : AS NOTED SHEET NO. 2 4" T-3" T-3" W-10" ® o 0 T-9" 2'-6" KITCHEN - Z( K� EXTERIOR UNITS REINFORCEWALL WIRE SHELF @WA.F.F. FOR POSSIBLE GRAB BAR PER KITCHEN SHOWER ADAREG. ® ° ® b) H REINFORCE WALL@ 17' TO 19" A.F.F. o FOR POSSIBLE WASHER DRYER (OPTIONAL) (OPTIONAL) WALLHUNG BENCH SEAT oo o C H PER ADA REG. LAUNDRY EXTERIOR HOMES SHOWER OPTION BATH 2 '-- M BACKING y ADA REQUIREMENTS - BATH 14'-0" 13'-0" op T-8"' 00 10'4" 11'-8" 1'-4" op 2 25 SH i■'------------ - - - - - - - - - _ EGRESS I © -- I _ I I - LANAI - - -- 9'-4" CLG, AFF o° 60 -- CO CRETE I `Q - i I 2' 10 OWNER'S _ -0" I - SUITE 8080 .G.D. * ill■ �' i1� 1 9'-4" FLAT CLG. q CARPET O I iv - NOTE: FIN. WALLS TO BE FLUSH FIELD Ir VERIFY FP-1 N I LID N - 12'-114' 2868 ■_ N 01 71-01, 5'-114' A - S3 -- 2868 2868 L I I N G CV I ROOM - CD T I 9'4" LAT CLG. co I RPET - 1 0. BATH o 9'4" FLAT I to o __ CLG. I 0 - � TILE _)_ 05 I WIC I N ■ I I I '-4" FLAT CLG 1 CARPET i C7 L O N 5'-4"� ' 1 3,_6"" 2' S4' 60"x36" HW , AN T - TIL L - 7' A.F.F. R&S 5 3 6 306 5-SH _ FOYER `t C l - - - - - N 9'-4" FLAT CLG. 9'-4" �.F F. Cl) - �--- TILE I REF 2068 BF CRET I I � I r I co S _ K1 91_51 M I sy I M QI KITCHEN o _ - -- 9'-4" FLAT CLG. STUDS 42" HIGH i I TILE 12'" O.C.I D KNEEWALL DINING N SINKw/ G S3 DISPOSAL I - 9'-4' FLAT CLG. I('ARPET - ( l r iI A = _ - I D/W Q A 1.0 II N LLr�r �rrr G i 5-SH i i H4 S3 83 - - ° I 668 BF / ILE/SH ER00 0TA.F 0 �� ---- - 'r' Z-83 . 6 0 4" 4'-0" CRYLI BATH 2 28 8 4" T-0" B 9'-4" FLAT CLG. c i (3) 2x4 #2 SPF w/ TS20B TILE w/ 3/4" ANCHOR B LT & -- 3068 1 1 (10) 16d NAILS BUILDER TO PROVIDE ►-► - j j O FLEX ROOMAPPLIANCE go PROTECTION wWHENLO I 914,' FLAT CLG. U) REQUIREDL II CARPET w N PER FBC II �28�68I W 7'-OJ" - - - - - 4'-0' 4' 4" T-4" 7'_34" 19 ., Al`f I C 1 1 iv 0 L_AC�EriSJ r 10 ■ rA [n -------- --- N o HANSON BOX : S3 `'' @ 36" A.F.F. I - M DB . I `� 2648 1-CAR GARAGE (.0®FJ ; w R&S 9'-4" FLAT CLG. AFF a l i0 I CONCRETE I I L 19 _ _ I 2668 I 1r 1111111 BF N EDGE OF SLAB 2" 2868 _ BEYOND WALL DRYER VENT THRU ROOF _4- - - - - - - - - - - - - - - - I I I I q G.T. BEDROOM 2 -- - - I K ~ 9'-4" FLAT CLG. - o I O CARPET S4 - CO - I NOTE: FIN. WALLS 1 TO BE FLUSH FIELD VERIFY - (2) 25 SH OD __- i 8070 GARAGE DOOR EGRESS � O 1 "-10" 8"-0" 1'-2"" 8'-0" 8'-0" 01 11'-0" 16-0" 410, 40 2T-O" 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 W1 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 112" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4"" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE OPENING PRESSURES ENCLOSED - EXPOSURE "C" A +29.7 / -32.2 +29.7 / -39.7 © +28.3 / -30.8 6) +28.3 / -37.0 OE +26.6 / -29.1 OF +26,6 / -33.5 OG SEE SN SHEET I-I`� SEE SN SHEET 140 MPH IMNOTE: 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 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 R.O. CMU R.O. FRAME Ducts in the garage and ducts penetrating the walls or ceilings SIZE (Flange) (Fin) TYPE separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid 12 20 x 26 18 4 x 25 1 S.H. nonmetallic class 0 or classl duct board, or other approved 13 20 X 38 J 18 4 X 37 1 S.H. material and shall not have openings into the garage. 14 20 X 50 J 18 4 X 50 S.H. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 15 20 X 63 18 4 x 62 � S.H. shall be protected as required by section R302.11, Item 4. 16 20 x 72 18 4 X 71 J S.H. R302.6 Dwelling/Garage Fire Separation. 1 H2 27 1/4 X 26 26 X 25 J S.H. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. 1 H3 27 1/4 X 38 s 26 x 37 a S.H. Attachment of gypsum board shall comply with Tab;e R702,3.5. The wall separation provisions of Table R302.6 shall not apply to 1 H4 27 a X 5o a 26 x 50 S.H. garage walls that are perpendicular to the adjacent dwelling unit 11-15 274X63 26X621/2 S.H. wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Ed. or ' I 1H6 27 X 72 26 X 71 1/2 S.H. equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" 22 37 a X 26 36 2 X 25 1/2 S.H. Type-X Gyp. Bd. or equivalent. • 0 23 37 X 38 36 X 37 3/4 S.H. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. 24 37 J X 50 a 36 J x 50 S.H. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Ed. or equivalent applied 25 37 Ja X 63 36 J X 62 1/2 S.H. to the interior side of exterior walls that are within this area. 26 37 J4 X 72 36 J X 71 1/2 S.H. R312.2.1 Window Sills DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 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 32 54 X 26 52X 25 2 S H other surface below on the exterior of the building, the operable 33 54 X 38 J 52 1 X 37 i S.H. window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 34 54 X 50 $ 52 J X 50 S.H. mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided 35 54 x 63 52 1 X 62 4 S.H. with window fall prevention devices that comply with ASTM F2090. 36 54 X 72 52 x 71 S.H. 3. Operable windows that are provided with window opening p control devices that comply with Section R312.2.2. 39X59 40 X 59 N/A S.H. Chapter 45 Private Swimming Pools DOUBLE 39X59 79 X 59 N/A S.H. Outdoor swimming pools shall be provided with a barrier O complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND '___ 10072 6-2"2 9'-4" TOP OF MASONRY WALL 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 LIVING AREA 1517 S.F. GARAGE 260 S.F. LANAI 104 S.F. ENTRY 20 S.F. TOTAL SQ. FT, 1901 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/13-13 KRAFT FACED UNIT 1500 - FLOOR PLAN (GARAGE / LIVING) SCALE:Y4"=1'-0" O G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. N N N 04 C 19 f�1N N -p C .>: S at, a•. v �W '. �L s 'YOFESWO" IN To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Hf W E 8 vo m •0•.� 00N �Co Q N-S,� 25$5$ LL C J 5 LL � U_ i a Z 13 RE-0 Lu o 9 W W [O n! _� O Z IL U5 m I' U) M z ,� - N W 0 O U z U U) W El I] z N o Co Q � Q a N U o _ w Ly N f6 r-• v, U W J s 8 ice, U o N m �m o C �z M o 3 Z z¢ __J=o Q O o� z >� z® ❑a E U Qo 0 a¢°a j0 o � ¢z <a ww ..O. i rp C z U Y U m� 0 O z Z J W z z r�i Z ° 3 0< a w W <o r_ � � j _i y"- JZ <Y V0 g y= a °US cl 0¢ �N LA LO Cn ai 0) Op ca L r co o O M 07 Q T �./ Q �- CN 60 U)m 0Q O �O co 4 � z coN z E N d U � Q 0 J JOB NO: 22-08393-08388 SCALE : AS NOTED SHEET NO. 3 NIT 1500 NIT 1397 110]U M1 1111��D NIT 1397 SYMMETRICAL SYMMETRICAL BUILDING PLAN (Left) SCALE: 3116"=1'-0" 6 UNIT AREA TABULATION LIVING AREA 8634 S.F. GARAGE 1484 S.F. LANAI 612 S.F. ENTRY 124 S.F. TOTAL SQ. FT. 10854 S.F. iV CM ewro 40 o , -o 4-. > ua c ® :ice o 4 ►. W Oi u eu 0 E o 0 i ti •°�� Alkpl °s • 1�3 i P - 0 •� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N a E V 0 11 o N C fl n � DO N A r A QaS M L C J W J u"CL Z dam o s�o 0 W ��pj0 mw Z �' m Z �n Z N OU U W U) v M � z N O � z co QQN z O Q Q �1 N M /Zn II O 1 ' ` V Ua LLI U 0 V) v + w o a N F 3 fn i-- w winU r-- — E I i z U o N co Co W Cl) -o9 2 Q J Li' E no 0 LL i Z E ❑n: co ~ �o U O ¢ 00 O K CO a aZ 4 XQ ww W L CO C 0 z< �'pY U "m mo Z Ow Zrp N J a i z v) CL 3 o< w LL go a y W U �o mLL F ICc =5 CDCD V za aF a3 °N Uj co o o 0 o s-- co 0 M Q r CrQ d' NO 00 � .9 Q .E..�CN O O N LO -� 0')N ui r E (0 C N N o Z E C C co 0-,1 O U Q >j 30B NO: 22-08393-08388 SCALE : AS NOTED SHEET NO. 4 I SYMMETRICAL 26'-8" 26-8" 27'-0" COMP COMP I ■ - . -* COMP CV ■ ---------------- PIK LANAI - - LANAI _._ - LANAI OWNER'S OWNER'S lit SUITE SUITE _= OWNER'S SUITE - 7 ! { LIVING LIVING ROOM , ROOM - I oto I I - LIVING - O. BATH + WIC I ° O. BATH I I WIC I =_ ° I ROOM j O. BATH I ° i I DINING i i i DINING i + I -- I WIC I ■ I FOWIN I I - - --- FOYER // or--- FLEX FLEX - Q iI ROOM IIii ROOM IiiIIIii +I --! II Ilr-- pQ -- KITCHEN o N - iIIi - ITCHEN rKITCHE r DINING rw ° AH I I I FO BATH 2 LAUN. BATH 2 ° BATH 2' LAUN. I i i FLEX ROOM ■ ----- --- - 00 -0 I W.H. O AH II II II - Ly-' FOYER FOYER'-'� BEDROOM 2 BEDROOM 2 + 1-CAR GARAGE _ - 1-CAR GARAGE _ _ 1-CAR GARAGE I �______ -= ENTRY - - ENTRY - — ----- . - ----- �. r------------I - r----------- ------------I I I _- _ I I I I •_ I I I . I I I On- L Olt I I I I I I ■ I I I I I I BEDROOM 2 26'-8" 26'-8" 27'-0" 80'-4" SYMMETRICAL UNIT 1397 UNIT 1397 UNIT 150 BUILDING PLAN (Right) SCALE: 3/16"=1'-0" 6 UNIT AREA TABULATION LIVING AREA 8634 S.F. GARAGE 1484 S.F. LANAI 612 S.F. ENTRY 124 S.F. TOTAL SQ. FT. 10854 S.F. N C= o U p.� p ca o of o �v Q N �nc L d W d) IN - _ cc b =- aL2 o A• F,� o ••' SF L. .,�•.� 'YOFESS10 t �r�lfdtdll4Et�``�i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. U) g �E 0 M $ O N N �m U)I&OLu 0 0 Q Z N J LJL. LL LL Ii o- m a m W =O IEN� O Y W Z LL 0 u) M Z J Z N OU U O M z N o �o z N z � � Q J — V% M z a o 4--+ LU ° U O w o �N = _ v W �o � U l I V O y e c N -® ¢00 O c J W CO o Z Z J C6 E E° zo oQ >r �� Z® 'T oQ _° o� o Eo N ° z 1z U ZF NU aw �Z OQ 0 O Q. SSS �a w wLL O Vim- w� zIa axx 3 0 2CV >LO Cn ui m O O Ln Q Co M TCL OO VJ -�° 0 O T }J ♦J 0 O 04 CNJ LA") 04 C C;) Q. N �• Q T 2 LO C6 4 r cc L d Z E a :: ca c 4 Ca _J Q p J JOB NO: 22-08393-08388 SCALE : AS NOTED SHEET NO. 5 .i� PLATE _ T W PLATE HEIGHT EXTERIOR CJN PLASTER ON HDR HGT. _ _ _ _ _FRAME rO—ND-n/ . FIN. FLR. 8"SCORED GABLE VENT 4"SCORED II It \-TEXTURED 8070 OVERHEAD DOOR CEMENTITIOUS FINISH ON C.M.U. (TYP.) wits UNION 8070 OVERHEAD DOOR =1' 4 'I FLASHING --_FLASHING RON ]ON in MEN MEN on 0-0-070so on mon� son on II 1Nam- 11 CEMENTITIOUS FINISH ONC.M.U. SHINGLE ROOF INSTALLED PER MANUFACTURER'S SPECIFICATIONS t t t l I 8070 OVERHEAD DOOR OWN alum tm_ of 8070 OVERHEAD DOOR �■i 1 ■■■ ■■■ ■■■ ■■■ L a. ONE ■■■ ■■■ ■■■ I' — ■■■ ■■■ ■■■ ■3068 ■■ �I ,I a CEMENTITIOUS FINISH ON C.M,U. loin tl�-T-1 8070 OVERHEAD DOOR FRONT ELEVATION SCALE: 1/8" = 1'-0" 12 r 8070 OVERHEAD DOOR IEEP EXTERIOR PLASTER ON FRAME ENE 0-1 A DOOR 1011 1ii auou a,u.u. TEXTUREDV,vV TEXTURED CEMENTITIOUS CEMENTITIOUS FINISH ON C.M.U. FINISH ON C.M.U. (TYP.) (TYP.) SHINGLE ROOF INSTALLED PER MANUFACTURER'S SAND a 'v CEMENTITIOUS FINISH ON C.M.U. (TYP.) LEFT ELEVATION SCALE: 1/8" = 1'-0" TEXTURED CEMENTITIOUS CEMENTITIOUS FINISH ON G.M.U. (TYPj REAR ELEVATION_ FINISH ON C.M.U. (TYP.) �- TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TIP.) RIGHT ELEVATION SCORED TEXTURED ELEMENT SCALE: 1/4"=1'-0" FOR FRONT ENTRY DOORS SCALE: 1/2"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R70317.1 at Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having, a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1"crown) staples @ 6" O.C. verticallylhorizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One ay as layer of No. 15 halt felt free from holes and breaks p complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier hall be applied over studs or sheathing of s s9 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 barrier material shall be continuous to the to of water -resistive b rl m to s a I p walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 x I w �co Q7 � .ye — 2 >. �er� vzz ��W��tr9►Yf�Br�r V,+r ��+e• �� E.. •• J (J� OFES5t0 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 nth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to W 4 �E 8 M8 ENE U N CM O N MM sI Mi a _Z -��co y rn ti 0 M `F J C ik w c -r w w ca JLL� n w a 0- 0 W' 3 tON� 2 �' W0 °' m w y IL,i_n r p J 0 N Z Q V N Cl) U U o Z W ❑❑ 0 N M o a N M aA � o — L, - U .E! 0 N to NZ W 0 0 N c � c W W 8 I z Q N 0 �m W M J p 3 w Z u_. c E °�� zo . oo >N Za N ze 0 t— C XCOi O¢ �( j 0 L O CV a z o ¢o w Z L ra U y0 m� o o� z J ¢� 6W �z a) oW z go d U <� y& 3 o Z w� ol� 'O d z< 0 ° �N 0 > LIDCID ai rn m O O > 0 LA-) � O Cn r CIO C:) O s- Cr �. 0 �- 00 r- m o Q _ 4-1 4 -+ 0 CV LL0 _ p D- Q CO C Q N Cn Q Q LO �.V{. LJ.. O M T N N O Z O E N co C d U -i Q Q � JOB NO: 22-08393-08388 SCALE : AS NOTED SHEET NO. 6 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. 150Af200A INDOOR PANEL CENTER NEMA1 150 AMP/ 200 AMP 1 to lights & outlets 2 to appliances and GFI to WH to Range to HVAC MO l 150=2l0 200=4/0 in 2" Conduit 200 amp " 150 amp UNDERGROUND Disc nnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV.03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16' AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above 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 smokelcarbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11.In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET i 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 j WALL SWITCH 3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN "WWI, EXHAUST FAN/LIGHT COMBINATION © ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) Ps PUSH BUTTON SWITCH (OPTIONAL) []DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) T� TELEVISION (OPTIONAL) Tq 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W! ROUGH -IN FOR Ci T J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT SMOKE DETECTORS SMOKE DETECTORS SHALL BE IN ALL SLEEPING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN 1' TO 3' OF PEAK, AND SHALL BE 3' FROM THE SUPPLY OR AIR STREAM, AND EQUIPPED WITH BATTERY BACK—UP. ALL SMOKE DETECTORS TO BE ARC —FAULT PROTECTED. FAIR HOUSING ACT REQUIREMENTS: OPERABLE PARTS OF THE CONTROLS FOR LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIROMENTAL CONTROLS MUST BE LOCATED NO HIGHER THAN 48", AND NO LOWER THAN 15", ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, AN OVERHANGING SHELF) BETWEEN 20 AND 25 INCHES IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH; OR 46" FOR SIDE APPROACH PROVIDED THE OBSTRUCTION (FOR EAXMPLE, A KITCHEN BASE CABINET) IS NOT MORE THAN 24 " IN DEPTH. OBSTRUCTIONS SHOULD NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. COMP. DISC. WP GFI Q 4 3 NK E� SIFT KIf of o �E W/ A I �ONsO 3° 0 4,1 ,i 4 4° M AIN PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER VERIFY METER LOCATION WITH UNIT 1397 - ELECTRICAL PLAN BUILDER SCALE: 1/4"=1'-0" E�Y ®: ti. S n. o � co m �Lci •:'C7 C-4 ... � D C'V ca Q 3 3 cc .... C; _C- CU �. tV N 0 [V d' ti 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, N aMAM �m v ,C) o ND LO aP to r (n r V in ft 1 Q4 N O U aj M C LL --r J 11 Lt' pW„ I� Z 03 W d (U C o to �' tii o :3 (6 N CD Y W _ CP7 °' w 05 m Q J Z Uf) (M Z U U W El� Z N O pip o Z �p QNQ O Q a J — N ch CAzD 0 0 � U 0 V) LU a w case v1 fQ r— w J E ml C) a c to uD 0 C:, w M ¢ Z U- cd E LE zo �O aR Q 0 E u �F <= z® W� CU -- X U 0 OO o- 0 Zo N � i a ¢ ao ww ¢� w� z mo ZYzZ YZ U) F w O5 Z Z go d a W U w ao �LL F� CD o fw �F =3 69CD ~ � �o oX =-R Vl (V 7 LO co o> m 0 Q 0 00 T (1)m O Q O O N LO .Q a. N C) Co -0 (� (3) N rn Q T— a d' LO c.6 4 ,-- o ca CV Z z E E Iu a w? M 0- U Q pre JOB NO: 22-08393-08388 SCALE : AS NOTED SHEET NO. 7 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER t to lights & outlets ? to appliances and GFI )to WH to Range to HVAC MAIN .� 150=2/tl 200=4/0 in 2" Conduit 200 amp 150 amp tr UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 ��J// CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. Al trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ( RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUSTFAN rO. EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT I ] ELECTRIC METER owl PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT, CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT SMOKE DETECTORS SMOKE DETECTORS SHALL BE IN ALL SLEEPING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN 1' TO 3' OF PEAK, AND SHALL BE 3' FROM THE SUPPLY OR AIR STREAM, AND EQUIPPED WITH BATTERY BACK-UP. ALL SMOKE DETECTORS TO BE ARC -FAULT PROTECTED. FAIR HOUSING ACT REQUIREMENTS: OPERABLE PARTS OF THE CONTROLS FOR LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIROMENTAL CONTROLS MUST BE LOCATED NO HIGHER THAN 48", AND NO LOWER THAN 15", ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, AN OVERHANGING SHELF) BETWEEN 20 AND 25 INCHES IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH; OR 46" FOR SIDE APPROACH PROVIDED THE OBSTRUCTION (FOR EAXMPLE, A KITCHEN BASE CABINET) IS NOT MORE THAN 24 " IN DEPTH. OBSTRUCTIONS SHOULD NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. VERIFY P/ LOCATIOI' BUILDER COMP. Wp .. DISC. PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER UNIT'150,0 — ELECTRICAL PLAN SCALE: 1 /4"=V-0" 0 u, Ir cc Cj en „CtmX Sao 7• ce • C0 �. CV 0 N v r�- 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q �E 0 C V 0 CD o cc N N A r r a E Q NM V u. J L JELL , W uj o EL o @nm °' °'. m W T. U L0 N Z ¢ J Z N OU U Go W ❑D co411111111111. [h Z Nco co z z o J ti U)U,) z a `o Q) LU U Q) O W o IV)Emil U w E of v o rn 401 c N .4 o M M ¢ o Z u � �o o�Qo >� a �o E00 z® O E N L <a a p w o ¢ oK a z w Wm M O zU O� Z _ N 0 � W . on N o� ZZ aZ �w �r �F J o w >° a v zQ ° �N 0 >LO c 0 LO Cn co M Q r 00 (� m J O Q f-- -0 c- 04 co cy) Q N LO CD} E c V N N Z z E E ca co a U Q p JOB NO: 22-08393-08388 SCALE : AS NOTED SHEET NO. 8 W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF SEE PLAN. -I 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN W co Z CONTROL JOINT DETAIL SCALE: 11/2"=1'-0" #5 CONT REINF. °•` SEE FND. FOR ' QUANTITY #5 X 25" X 25" CORNER BAR ONE 4 y FOR EA. HORIZ. REBAR, TYP. U. N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 11 /2"=V-0" GENERAL NOTES: 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED 2 4" 2500 PSI CONC. SLAB W/ FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES 3 ■ INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR, TO BEAM W/ 1#5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB (REFER TO NOTES) (GRADE 60 STEEL) O INDICATES FILLED CELL W/3000 PSI CONC. W/(1) #5 REBAR TYPICAL BELOW SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ EXT. TO TOP COURSE BELOW SLAB (REFER TO NOTES) (GRADE 40 STEEL) 4 CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION 5x5x3/8" A36 STEEL BASE PLATE, 5" L SECTION A -A 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT CONCRETE SLAB PER PLAN M24 BOLLARD DETAIL SCALE: 3/4" = V-O" 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 SYMMETRICAL POISONING 26-8" 27-0" 26-8" 13'-0" 13'-8" 13'-0" 14'-0" 14'-0" 12'-8" 3-8" 7'-0" T-O" T-8" 7'-0" 3'_4" 3'-4" 7'-0" 3'-8" AC PAD AC PAD N L A A L N L TYP AT AC PAD S3 S3 S3 S3 S3 S3 S3 LANAI A t I I a — 2'-6 x 2'-F x T-0" /� �\ wl (3) #5 E.W. 5'-0" x 2$" x 1'-0" wl (3) #5 E.W. _ 2-6" x 2'-T x T-T ■ I I ■ wl (3) #5 E.W. r-4 1— // I I \ 00 7 o ;t I II (2)#5VERTICALS I I ! o\ 1 I I II WIINFILLEDCELL ( ■ // (2) #5 VERTICALS /, I I \\ ■ \\ _ (2)#5VERTICALS 50 ■ I I' I WIIN FILLED CELL - I ,/ \\ 1 WIINFILLED CELL (2)#5VERTIGALS �PVCACCHASE OP ,/ 1 1 \\ � �`� 00 MNFILLEDCELL I I c� I 2'-10' 8'-0" iq 1'-6" I // \\ I 1'-6" $-O" 2'-10" M II 13'-0" 8'-0" f I T, _ _ /! I 1 - \iT _ 11 r PROV DE 1 Y2"RECESS FOR I I PROV DE 1 y"RECESS FOR r Y --I I I ■ r SOD. REFER TO MASON'S M j 1 \ SGD. REFER TO MASON'S M I I ROVIDEI%°RECESS FOR II - SLOPE FOR WIDTH I I S3 /( I I \\ I SLOPE FOR WIDTH - cP O r SGD. REFER TO MASON'S I I 1 M SLOPE FOR WIDTH I II S3 2 g"x2' 6 x 1'-0" 3 I 3 \\ 3 w/ (3) 95 E.W. I I 1 I // 1 \\ 1 1 I `\\ I ■ 1 II I I I I /�// I I I \�\ 3 i 4 PVC III CHASE r PVC AIC CHASE OP TYP. zo ■ I I ii \` ) I I /j L0 I M \\ FILLED CELLS@PARTYWALL \ °) I ° \\ TOBE6'-8"0.C.MAXAND@ co 1 Y-O" ELEV. I I // \\ EACH BEARING WALL LOCATION----,-------,;,. Ep \\\ �/ I FIN CONC. S B I I o i M I M \\ I I I� `�I I FILLEDCELLS@PARTYWALL 0'-O" ELEV. // \\ 0'-0" ELEV I 1 ■ II TO BE6'-8"O.C.MAXAND@ FINCONC.SLAB // �) II II ( // \\ FIN CONC.SLAB \\ II iD EACH BEARING WALL _ 00 I I LOCATION Cl) I I� ■ �-- __�.,,_ — II I II��\ �i I / u — - - - - 3'-6' I I I I I PYSLOPE =118" — — R LESS =_ — — // G.C. COR -- T/SLAB OP G.C. CORD. \\ T/SLAB 7 I 11 r 1 I \\ // \\ / I I X I d w IQ" MAIF \\ I I m / 00 \\\\ II 12'-9' l 4'-9" I \\ I //// I I /// I I I to I I G.C. CORD. I J � / �� c 1 PROVIDE112" x 9 1/2" T/ SLAB ( � 1 /! I \\ 1-7 RECESS FOR FRT. DOOR I I — Ire �) I // \\ I ( 4 l i ELEV. APPROX.1.1/2"BELOW F,F, / II rg , _ I Y II I 4-I r -- / I 1 o `) 1 )1 f I I // FILLED CELLS @ PARTY WALL \\ _ r -� TO RE6'-8"O.0 MAX AND @ I h (JII \\ I I I IIII'' d ♦ ELEV, CAN BE NO MORE THAN 1-112" I I - li f (�If - 1I 8'-24" EACH BEARING WALL 1 It 8'-2 " 1 LOCATION a a, ■ BELOW TOP OF EGRESS DOOR I I I 6'-2I- - - r 1 ;- THRESHOLD. FIELD VERIFY II I I I ■ II G /' G o G `` y co -63 ( I S3 26xr-o° J L cam 2s°4//'E.W. S3 7 1 2's°x2s"xr-0°O" #5 E.W. wl (3) � _ e S3 —��- — — I I � � — ��—tv \\ S3 ■ I L I � i �I I 11� / N —r' l I I I N — — —'--' —N I ll o -� — �' ■ i' i I I III I I M c7 I O -"1-5 91 iv i > 4" 2' 0"11 3' 0" 2' 1 1 4 10'-10" Mir �v 10'-10" 1 15'-104' 11 `° / — T M 15'-104° 1 1 ■ 3'-0„ x 3,-0" x 1'.4„ wl (4) #5 E.W. I I 1 / I L CD I W.H. / L1 �� Lo L� co - r, ,- _ -31/2' 1 — — C o — — — — — — 0 1 -311T C.J. - - - / \ r ; r /✓ 1 3112 ■ I FM24 X W.H. � N K � I 1 I '- K `V -; H. X 1 I _ 2, 74,.1 o? � s3 2, 74 1 M I I s3 BUILDER TO 1 I FM24 I I 1 a PROVID 1/2" x 9 1/2" 1 FM24 I ROVIDEI/2" x 9 /2" ■ I o PROVIDE I RECES FOR FRT. DOOR I I ECESS FOR FR .DOOR60 I I M n � APPLIANCE I PROTECTIONI I UILDER TO PROVIDE I I N BUILDER TO PROVIDE `� � APPLIANCE PROTECTION jo I —�' O l— I — WHEN I HEN REQUIRED PERFB I I WHEN REQUIRED PER FBQ 1 REQUIRED ■ ■ ■ ■ I PER FBC I I 12°MAx. / I I 12"MAx 1 10'-6" f� 1 ■ I I N I 1 w I I I °P ELEV. APPROX.1-112" BELOW F.F. I I L I r I 1 1 r ELEV. CAN BE NO MORE THAN 1-1/2"1 0 o 1 J.�, IJ oo 1 I BELOW TOP OF EGRESS DOOR `�' JJ•• J '�' I pp CV THRESHOLD, FIELD VERIFY L — — — — I L — CD1 — —� ---I CD - I m 7'-84' 8'_1" 11'-24„ 1 10'-6" ■ ■ ■ ■ ■ ■ ■ ■ 1 1 1 _ L 2'-4" 7'-0" 2'-0" 2'-O" II 7'-0" 2'-4" o, L ELEV. APPROX 1-1/2"BELOW F.F. S3 I ■ S3 I ELEV. CAN BE NO MORE THAN 1-1/2"BELOW ■ I I TOP OF OR o K 3 I 4'-0" 11'4" 11'4' 4'-0"� I THRESHOLD. FIELDRESS VERIFY IS3 FP-1 1 I I co I I 1 1 1 °° 0 I I I _ co — --� L — --_j L-- -- —i L J.1 ■ ■ ■ ■ � ..P1 G S3 (2) #5 VERTICALS (2) #5 VERTICALS (2) #5 VERTICALS 4'-6" 7'-O" 4'-6" WIIN FILLED CELL W/IN FILLED CELL WON FILLED CELL 16'-0" -2' 8'-0" 1'-10" 1'-6" 8'-0" 1'-10" 164" 154" 1'-10" 8'-0" V-6" 80'-4" SYMMETRICAL FOUNDATION PLAN SCALE: 3/16"=1'-0" CV N ev V .9 .C2 ® ' L, o � a CS .C2-9 m x .�c' .. ::4 d 3 ` CP `� d ' m CL) � C= A y C,.= --- - <° Ca Z t-' ®eW 14fr• •�'• N S V �oo ot F N �•� � F � a i ti�'l�l��xa To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N d E O co Q o8 N p &,n W C 9 r C 0? N 3 Lb L J LL 55 Z — O li Y 6 13 w o z � W �'—N c0 W N2a'rn m0 N Z IL Z co ZN OU 00 W M (per z N O o z � N z � � Q � W � V 0 w c U eI W E U o vm C C/) Q a N 1 III, w M M M ma zo z U- Li z o r oLL¢N a E a E z® — O000 �¢ oa o E N a= aZ �w • ra <� m� 0 U z� z� [� w 0 j 0 U W Q U wLL �g az mw =� �& �a o J 0 o IIIIIIIIIII� v zl¢ 3 0 .` N 6 co N 0 LO Cm O CO C O T Q 00 v) Fob C� O O N LO N O 4—IZ 0-) Q T Q T LO C.0 r o E C N y Z z E ca a U -j Q p JOB NO: 22-08393-08388 SCALE : AS NOTED SHEET NO. 9 s -ROOF SHEATHING -1 SEE PLAN DORMER TRUSS— 2 x 4 SPF STUD — WALL AT 16" O.C. WITH SP1 AND SP2 TOP AND BOTTOM EACH STUD ATTACH PER SCHEDULE SIMPSON MTS12 AT 32" O.C. ROOF SHEATHING -2 x 4 SYP. BLOCKING AT 16" O.C. WITH (2) - 16d END NAILS, TYP. TRUSSES, TYP 2 DORMER DETAIL O SCALE: 3/4"=1'-0" TRUSS OR CONN. 1) V n CDC 0T1 In WALL AT 3P1 AND 3TUD ('-3 DORMER DETAIL O SCALE: 3/4"=1'-0" 8 x 16 BOND BEAM REINFORCED WITH (1) #5 CONT. EACH COURSE GROUTED SOLID TRUSS A A SEE 1 FOR L-1 ADDITIONAL INFORMATION UNIT 1500 TRUSS (SEE PLAN) 9'-4" BOTTOM OF A a BUCKET EACH TRUSS (2) - 2 x 8 SYP. TRUSS INTO DOUBLE P.T. LEDGER LEDGER PER TRUSS CONT. MANUF. LAYOUT CMU WALL (SEE (2) 2X8 SYP P.T. LEDGER w/ 8 PLAN (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24 O.C. w/ 5" SECTION AT LEDGER EMBEDMENT i O SCALE: 3/4"=1'-0" UNIT 1397 GIRDER TRUSS V N (V (V 12 6" 6" 6,. N O.C. MAX. (2) TITEN HD EACH STAGGERED SIDE OF GIRDER & @ ELEVATION A -A END OF LEDGER SYMMETRICAL Allb, I& SYMMETRICAL UNIT 1397 ROOF FRAMING NOTES SHINGLE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. SEE PLAN FOR TYP. ROOF SLOPE = 6:12 TYP. U.N.O. ROOF FRAMING PLAN SCALE: 3/16"=1'-0" 9 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 *' 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F `Ar/ (2) 16D NK R (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 SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 1 10-10d SPT22 735 8-10d SP2 1010 605 1 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 1 12-10d x 1 112" HHCP2 680 1 570 20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MMUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WINDAREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 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 (2%6) or 19/32" EXP. 1 (3�116) TILE: t%2" EXP. 1 (32/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (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. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] N N cc C% o �y > ur ; c <a .w cMa N C fl a� R p y " Q....+:. N Y E� a> W M to A+ a .ram 0 U I Off 4�,���14�111li1ld0 Vert O' E S 0x Wox\ 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. ',s W s F V C,o E co N 0 Co C �NO� it tJi Z J LL LL d Lu W C L L 9W Y O n W � NN CO Y cn a' m w v Z LO Nz d Nco Z 1 3.j".+3x h YiuSLTn W U co ❑ ❑ M � z N Cl) O � z z J d U)V) ll1 N M z 0 +-J (D-"L/) 0 LL o0 N F-- rn V C W I C) o m o c U)co u ®0 ¢ N 0 m w CM M ¢ 0 z J L L E OV Z p o1 g y N z® <0 _C1a 0 N ¢ o 0 &� aW d M ¢z U mo z _ o¢ zZ ao a u w W U w, ¢o r = I- o co co w 0, w >a a 0, az 3 ,o CV >LO U) — m �---. a LO r (1) O O r co C O M : Q 00 r U)Q m J O +J O O CV `N i=- a N _ Q) Na N M �5 < r a IRt Ln o cc :3 (� L z z Eco E a 0 _j ¢ o � JOB NO: 22-08393-08388 SCALE : AS NOTED SHEET NO. 10 - - 1I �I I I I I 1 —1 i i, ;I 1 A i i I r II 1 RIDGE 2 FP Z 3 FP_ ZONE-1 ATTIC SPACE 1072 SQ. FT. 6 2 SLOPE > 0 0 0 �I- 01 W 0 N I � LU 6:12 SLOPE L— — — — — — — — — — P-1 2 FP-1 4'-0" 4'-0" UNIT 1500 Attic Ventilation ATTIC VENTILATION CALCULATIONS Attic Ventilation to be in compliance with the Florida Building Code 7th Edition ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED (2020) Residential R806, The Minimum net free ventilating area shall be 1 /150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% 1/150 Rule Ridge 1/300 Rule Off -Ridge but no more than 50% of the required ventilation is provided in the upper portion of (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. the space to be ventilated. Upper ventilators shall be located no more than 3 feet Req.) (Ft.) (measured vertically) below the ridge or highest point of the space, with the Total balance of the required ventilation provided by eave or cornice vents. Ventilation —CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN- ATTIC Provided (Values to be verified with Manufacturer Specifications) SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT SQ. IN. of of ventilation to Ventilators of vented IN. of SQ. IN. of SQ. IN. of • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. ventilation vented be provided (See Elev) • STUCCO SOFFIT VENTS 126 SQ. IN. OF NET FREE AREA / SQ. FT, required soffit ventilation soffit by upper Ventilation Ventilation *If not enough vented soffit is provided due to fire protection, the contractor shall use the needed required needed ventilators following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) ! 9 =(Linear Ft. of Deck -Air Needed) Main 0.0 2.0 Floor 1070 1027 147 514 37 257 276.0 (Zone 1) 0.0 276.0 Main 0.0 2.0 Floor 992 952 136 476 34 238 276.0 (Zone 2) F 0.0 276.0 —NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 2 2 2 FP-1 FP-1 FP-1 2 0-1 / Fl P-1 / F\ P-1 / FP-1 FP-1 FP-1 61P) FP-1 FP-1, ZONE-2 ZONE-2 ZONE-2 ZONE-2 rAot ATTIC SPACE ATTIC SPACE ATTIC SPACE ATTIC SPACI FAR 992 SQ. FT. 996 SQ. FT. 997 SQ. FT. F/A0 0A 994 SQ. FT. 3 FP-1 3 W LU Lu FP-1 W 0 0 0Cn co 0 N W4N N N o 6o so LOCATION. DO NOT BREAC 4'-0" ROOF VENT 4'-0" ROOF VENT ® a RIDGE -�"P/ I X111� I W I I CD I I I I I I 6:12 SLOPE 6:12 SLOPE I I I I L_-- W O Cn N_ 63 LOCATION, T-0" ROOF VENT 4'-0" ROOF VENT RIDGE I W I CD I I I I I I 6:12 SLOPE 6:12 SLOPE? I I I I I 0- Cn r cLi LOCATION. 4'-0" ROOF VENT 4'-0" ROOF VENT C� RIDGE I I LU I I I I I 6:12� SLOPE 6:12 SLOPE ' I I i uj CN I I J <D LOCATION. 44" ROOF VENT 44" ROOF VENT RIDGE I I I � i I I I I 6:12� SLOPE 6:12 SLOPE_ I I uj I I it 0 r CO 3 a � a OF 6:12SLOPE 6:12 SLOPE' 1 1 1 1 �0 I FP-1 FP-1 I �Q yo I FP 1 FP-1 I rQ I o 0 I Cn 200 J 000 4:;I FP-1 oe I I I I I I FP-1 FP-1 FP-1 FP-1 2 2 FP-1 FP-1 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" UNIT 1397 UNIT 1397flit UNIT 1397 UNIT 1397 T-� a 41 ZONE-1 ATTIC SPACE 1070 SQ. FT. Uj 6:12 SLOPE 0 r 0 lb 0 6:12� SLOPE I UNIT 1500 ROOF PLAN SCALE: 3/8"=1'-0" c�a s 00 64 o 1— O '- aro cLLa. to o th N _. ao 3 i r;y 3 � n I � 1 L a ���V�tt611 f tt�Ffl P��� '0l�/ r I • .. :� .°' E •. CIA LL ®k 0IV ••��'•......••'••• ✓•y 4 0 `✓ 1r ell X, 11111111 e! 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 - Resident! al 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W a 0 E 3 o E5Lo�a a N I» 01- (N 0 u- Qu- w u- w o- ° z @_�- _ �_�o W N N Z to 0; m w M Z d Z N O V v W El D V M z N t7 O O O z J _ a U) - N c7 z �N LL ) C W � a U 0 V) w o r~ to r �) w m E♦ Ow V O H C CO • N m Lfl W M M w ¢ Z LL. Cd A 00 g >S SN ECL U Z® r- N Xo 0 E 0 00�LLzZ az z cO g O zw.0¢U) gWoZ2g0 W Q TZ y w QO w' F- �3 =r 00 Jz aF O 10 am I r' 8 w r=_- 0 S� �N 0 > 1.f) C/) c0 ,-. d O \ 0 Y T A\ l� Cr) L r 0 r O M �t- 60 V) 0 0 T— m �[ 4_j 0 _0 O N L_0 D- � C.0 t= .0 fl N Q r CL I� O 1 1711 r 0 = CN z Z E ;_ a 0 a o 30B NO: 22-08393-08388 SCALE : AS NOTED SHEET NO. 10.1 5 1 • 4"', SYMMETRICAL GENERAL CONCRETE LINTEL SCHEDULE • • • • ::' :; ; ' ° '`°' APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY H H E o 8F81B11T 8F8-06/1T `;`';-,, E O O AO ® ':� • ° ° TYPE DESIGNATION #5REBAR ATTOP F =FILLED WITH MIN. (1) REQ'D • 0 • • GROUT / U =UNFILLED n Avz° ® o wo 8RF14-1B/1T 8RF14-OB/1T R = RECESSED CLEAR ' REBAR @ BOTTOM ° o � ; OF LINTEL CAVITY N a M.U. y cLa ,• s•` , ,•' ° `r`•'°. ,' � `°•:' = U 16 BM T Q° o e .e Ms25 L? z d ° GROUT �, •�• L •, a••' tNOMINAL.tQUANTITYOF sREBARAT #5 REBAR AT ° • • • • • °`,` ` • • ° ` • WIDTH BOTTOM OF y C • • TOP LINTEL CAVITY I a E 8F20-OB/1T 8F20-1B/1T8F16-OB/1T 8F16-1BMT NOMINAL '-*-BOTTOM o 0 © @ O O HEIGHT REINFORCING a 7-5l8"ACTUAL PROVIDED IN °o 8" NOMINAL WIDTH LINTEL O - (VARIES) j • = MATERIALS 1. fc precast lintels=3500 psi. lCttE r `• I ° + Ii1C1 • ` � • ` 2. fc prestressed lintels = 6000 psi. 8RF6-0B/1 T ' 3. grouted per ASTM C476 fg = 3000 psi w/4. maximum i1th aggregate and 8" to 11" slump. 5. Concrete masonry u its (CMU) per ASTM C90 w/ O ,� © + minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade ,- °' `' •• 7. 270 low relaxation. / CJ r�rC7 • ' • : .` ° ' • • U,9�,L 7/32 wire per ASTM A510.o 8. Mortar per ASTM C270 type M or S.8F20-1 B-2T • .�.• - GENERAL INSTALLATION NOTES � � • � 1, Provide full mortar head and bed joints. ' 8RF22-1 B/1T 8F24-OB/1T 8F24-16/1T °•' E �} I 2. Shore filled lintels as required. • ° , , , O O O 3. Installation of lintel must comply with the architectural and/or structural drawings. 4, U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting.���yC�4 .�', ; •,'. , •, . , i'r i'. , i . , 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and el��l�ap 4eagttl\1`\ • - longer with a nominal height of 8" meet or exceed L/180, 6. Bottom field added rebar to be located at the bottom of the lintel cavity. • ' . ° . . ' ,'° ° ,'. •,< • , .. •°, r , ° , .. < * • , 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. _ 3 ' : ° °:•° : 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete 4 .` •`' masonry units. O FP-1 • ' . + , ' ` ° - ' 1 ' - ° - '. ' ' , ' . + , 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 M r- ~ I d d • ," 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 3 ° • ° ° ` ° 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have r a coating of stucco applied in accordance with ASTM C-926 or other approved o1,FP-1 .•'. LO coating. B .` O50 12. All lintel dimensions shown are "overall" lintel lengths. 0 •' 13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) T 3 ° loads shoud be checked for combine loading with the following equation: T To the best of the Enginee s knowledge, information and belief, ' • a ' . • ' ' , ° , ', • . ° t ° . IL • Applied vertical load Applied horizontal load �� FP-1 I the structural plans and specifications contained within these 'F ��� drawings comply with the 2020 Florida Building Code - ° �' °` e • UI_ Safe vertical load Safe horizontal load< • 0� Residential 7th Edition. Engineers signature and seal is only for •U1,- UA Cthe structural engineering portions of the drawing pages bea ng %` O Engineers signature and seal. W 8F441B/1T8F40OB/1T 8RF40OB/1T 8F321B/1T 8F32OB/1T 8RF301B/1T 8F280B/1T 8F2816/1T Q o CO 0 o © O © ® © OTO O HO = - 6 N O (� � r ALTERNATE POWERS M� STEEL LINTEL LINTEL PLAN NOTES: _Co Z 1. THIS PLAN IS TO BE USED FOR STRUCTURAL - g i W Y o 00 Q� W og�� o 0 z N M Z J INFORMATION ONLY. #5 REBAR AT TOP O U oU LL MIN.(1)REQ'D <''. 1-1/2" CLEAR 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE W o0 I_ TO BE ASSUMED TO BE 16" MINIMUM DEPTH. H 3. THE NUMBER OF COURSES OF MASONRY REQUIRED O O _ M BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE z CO �uJ CO C.M.U. COORDINATED WITH THE ELEVATION DRAWINGS Q 0 4. THE CONTRACTOR IS RESPONSIBLE FOR °wW ,C �1 COORDINATING THE PROPER LINTEL HEIGHT. T O OI T U1 z W Q 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM M "' `" I N vw oWu~i� D ` L5REBARATBOTTOM DEPTH REQUIRED FOR THE DESIGN LOADS. THE o w �LLo < \' G� AS INDICATED DEPTH MAY BE INCREASED IF REQUIRED FOR v w o Oft PROPER LINTEL HEIGHT,G.C. COORDINATE. Ln 16 GAUGE POWERS '- STEEL BOXED LINTEL w POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN POWER STEEL LINTEL IS AN ADEQUATEtffil 1. Refer to manufacturer's specifications for installation. d IOo 2. Contractor to provide proper protection of lintel to prevent rusting. SUBSTITUTION @ ALL LOCATIONS UNLESS T ~ O O O ~ T Refer to manufacturer's specifications. o J w 3. If lintel is Scratched or damaged refer to Powers Steel for repair. NOTED OTHERWISE AT OPENING LOCATION Cl)co N ¢ z 4. Lintel depth to match precast depth. One #5 Bar required at top JLD see lintel plan/details for bottom steel required. rn O O rn W o a 9 5. A bonding agent must be applied to the Steel Box lintels prior to H - - ;i E . I z applying the cementitiuos coating. See contractor specifications �, O o o r� C K U U ao w 2" DIA. PIN #3 SHEAR REINFORCING I ~ Wo @ 16" O.C. oLL K.O. BLOCK COURSE H H H <w O z O O =Z U � az 0 o w/(2)-#5 TOP, MIN (SOLID MIN. MIN. MIN. W c� Nz LO GROUT) �� � Q (2) #5 REBAR @ BOTTOM CID OF 01 OF LINTEL CAVITY �� o o3 UNIT 1500 UNIT 1397 UNIT 1397 SYMMETRICAL N PRECAST LINTEL UNIT LOco BY MAN UF. o ca > fi S25 LINTEL W/ SHEAR REINF. T Q N.T.S. REV 05.02.22 CAB oo W m Q LINTEL PLANCN �- SCALE:3/16"=1'-O" -0 CL a 00 F -� n. N rn 4 o E z E m a 43 c a U � Q o _J JOB NO: 22-08393-08388 SCALE : AS NOTED SHEET NO. L 1 FIRE; -RE i TA'NCE ICE IGN Assottibly Usage,01$d eimer" 9.Xu.v Me, 'Resistan a Ratings - ANSIML 26-3 et'tifled far United States BX—UW - Fiira - esitt Soe General Infprmatieri for Fire -resistance Ratings-- ANSIJUL 2-63 Certified for .United Stag.s. Design - terla and ,Allowable'Variances Se en ,,81 Inf6 rriatlori ferFire desistance I eti'rigs - LA l/LJL �.S ' 1 Certif ied ter t r ad Design Criteria and Allowable Variances Design No. U1105 JUne . t�tl: rtar— B#,oaks Lair iii full i d cif°rriort r, nec ' it ire_ thick; pfi nbt'less.tl n 2-'1/4 and not more than �3-112 parts-ef clean sharp sand t0 I part Portland cement >prOpc�rtlOnddy°rOlume annot miretrifl- percrttydried lirne (by cern-er�t, iolurhej. Vertical'jQInts,staggered- 3. Portland Cement. Stucco or Gypsum Plaster }add 1127 hr to classification► if used, where ccrmbtlstltl membes pare frrr)ed irl :Il, piasterQr Stucco gust b applied on the f oopposite`1` —t,n * to ach'ie'v, a ma . lassificatibb of �I-1.1 hr Atteihedlt ; On.cr teblQ l (:ltern 1 . 4. L00§eAesal`rlr Fill - If 811 tbrI9 p,C� ark fiil°l��l° rith I rse dl� ex� rld d slab, expanded. clay or -shale (Notary Kiln Process), 'Water repellant vermicu.lits masonry' fall iri ulation or s llcel e ire to perlit : f oese •fill in ul anon add 2 hr to- cib~3sificati n �. Fo atned Plastid— (Opt o' al-N(itSho h)—1`-112 in. thick mak, 4 ft Wide. sheathing attach.ed to:ton. cret blo l lterrl 1)_ �ahy's netne orproduct in thl$Aato *e does hot' in itself assu'rethe bee manufactured junder UL's Follow -Up Berke. Only, those, products Id onSi re I to k�e erCifi .d and Pc�� r0d.Un.ddgr UL`s Fell + l)p rVi e: t t e rod " do terlal : o taine t n ire Ce i icat'o D" i " ` .subj to U, pie mtts h r p u n of th ma c rr d rn he O ll rk f I n i t # th following conditions: 1. Th1,_ t�lde_fnfarmation,. Assembli6s.; Construdtions, D4signs" j-gterns, andforGerti4catipns (files) must be presentedl.in their emir y and in anon -'misleading manner, i ifihvut arry niani ulatiort rf th:,e- (fir drat inns)..1 The statement "Reprinted from- the Oritine Certifications Directory With permiission from. UL" must appear adjacent tothe extracted material. In addition; there} rimed m€terlal Must include eopyr ght notice in th-e folloU ing f. rmat: " pa 9 UL LLC' • . Oj • I OL' J:Ijd i2 •rigs I�Ri�F �r+,''�:�,i��'��t� l' ti{!'-rJ'Ir41 SK •'ICJ,; 1d LlfiJt I- d't,JJI. vv ,(i FI ERE SST nr- F.M I ON II ,assembly Usage Disclaimer I _ N ritk> ds; Exposed er t-overod With :joint cIdrnpouri d: Georgla-Pacific Gypsum, LLC Design No. (3P/WA 120-05 Nan-Bearing,Wall Assembly Area Separation Wall ASTM E119 Rating: 2 hours 1. CERTIFIED MANUFACTURER Georgia-Pacific Gypsum, LLC` CERTIFIED PRODUCT.- Gypsum Shaftliner CERT I FIED L To hRock Staftliner or MODEL: E DensGiass Shaftliner Gypsum Shaftiiner: Two (layers 1-in, t25,4 him) Tough Rack $taftliner or DensGlass Sh'aftliner inserted in 1-1 tuds 24,4h, (610 item) O'A!; 2, Gypsum Roard: Metal covered usngl6-in, (152 rnrn) wide 'A -in. (12.7 mm) DensArmor Plus Fireguard C Interior Panels or 16-in, (12.7 mm) ToughRock Fireguard.,C gypsum board, i 3" Steel Studs H shaped Studs 1-1/2-in. 38,1 mm) wide x. 2-in, (508 mm) deep, roll formed from miniMurn 0.01:8-in. thick .galvanized steel, Cut, to length :-iri.lessthan the openings height and spaced a maximum of 247in. (610 rnm) ox. Lk MlEr off !7 mall VA 1; 1. CONCRETE BLOCKS* - VARIOUS DESIGNS. CLASSIFICATION D-2 (2 HR). SEE CONCRETE BLOCKS CATEGORY FOR LIST OF ELIGIBLE MANUFACTURER& 2. MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3/8 IN. THICK, OF NOT LESS THAN 2.1/4 AND NOT MORE THAN 3-1/2 PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED. 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER - ADD 1/2 HR TO CLASSIFICATION IF USED. WHERE COMBUSTIBLE MEMBERS ARE FRAMED IN WALL, PLASTER OR STUCCO MUST BE APPLIED ON THE FACE OPPOSITE FRAMING TO ACHIEVE A MAX. CLASSIFICATION OF 1.1/2 HR. ATTACHED TO CONCRETE BLOCKS (ITEM 1). 4. LOOSE MASONRY FILL - IF ALL CORE SPACES ARE FILLED WITH LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS), WATER REPELLANT VERMICULITE MASONRY FILL INSULATION, OR SILICONE TREATED PERLITE LOOSE FILL INSULATION ADD 2 HR TO CLASSIFICATION, 5. FOAMED PLASTIC* - (OPTIONAL -NOT SHOWN) - 1-1/2 IN. THICK MAX, 4 FT WIDE SHEATHING ATTACHED TO CONCRETE BLOCKS (ITEM 1). THE DOW CHEMICAL CO - TYPE THERMAX *BEARING THE UL CLASSIFICATION MARK UL DESIGN NO. U905 OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIRSPACE. SEE MANUFACT. SPECS. FOR INSTALLATION. H-STUD 1" DENSGLASS ULTRA SHAFT LINER WOOD TRUSS 314" MIN. AIR SPACE 'ATTIC DETAIL - ADJACENT TO TRUSSES OPT. 6" WIDE BOARD BATTEN GA ASW 1002 SCALE: 3/4"=V-0" STRIPS TO ELIMINATE 3/4" AIR 2x4 BLOCKING @ 48" O.C. MAX. W/ SPACE. SEE MANUF. SPECS. FOR (2) 16d TOE NAILS @ EACH END 30 LB FELT (SHINGLES) INSTALLATION FIRE RESISTANT OSB 7/16" PRE-ENGINEERED 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE :ROOF TRUSSES AT 24" OMAX, RUNNER TO SHEATHING OF WALL NOT STAGGERED SEE FRAMING PLAOR ABOVE AT EACH SIDE OVER PARTY WALL TRUSS DESIGN 2x4 LEDGER @ 48" O.C. MAX VERTICALLY NAILED (2) LAYERS 1"x2N' PROPRIETARY TO TRUSS WEBS W/ (2) TYPE "X" GYP. PANELS INSERTED 8d (TYP.) BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN 1:H­_ EXTEND BURN CLIPS PER FIRE ADJACENT PAIRS OF GYP. PANELS. WALL MFG. SPECIFICATIONS 2" FLOOR RUNNER W/ R30 INSUL. MIN.NAILED LEDGER ONLY 3/16" DIA. x 1 3/4" AT EACH SIDE OF STEE TAPCONS AT 16" O.C. ^ ^ STUD. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE - (1) LAYER 1/2" HIGH STRENGTH OR 5/8" NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA ASW 1002. 2. MASONRY WALL PROVIDES 2-HRS PROTECTION PER UL-U905 (1) #5 VERT. IN FILLED CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 12" CONC. BLOCK (TYP.) PER Ix P.T. BASE NAILER 6x6 W1.4xW1.4 WWF GYP. WB. w/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES SIMPSON RBC @ 36" O.C. w/ (6) 10dx1 1/2" NAILS INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4"x2 3/4" TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRIING STRIP INSTALLATION (TYP, ON BOTH G=FACES OF WALL) Ix P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 12'x12"x8" CONC. KNOCKOUT BLK. w/ (1) #5 ROD CONT. FILLED w/ GROUT MIN. INSUL. PER FBC GYP. WB. TYP. "S" MORTAR (TYP.) 4"x4" INSPECTION PORT, AT EACH FILLED CELL (TYP,) FIN. FLR. 7. •w. �i r r r CLEANED COMPACTED -r. •'` & TERMITE TREATED FILL r r. 1' 8" x 1'-8" CONC. FTG. 1, 8„ FOR GRADE BEAM W/ (3) #5 BARS. CONT., FOUNDATION ONLY: ADD (1) #5 BAR @ TOP & HAVE #3 TIES @ 48" O.C. 3 TYPICAL 1 STORY 2-HR. FIRE RATED PARTY WALL SCALE: 1/2"=V-0" m PROFILE OF ROOF TRUSS BEYOND ROOF SHEATHING TYP. 2x6 SUB -FASCIA LAYERSEXTEND THE (2) OF C WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFITAREAMIN — C — 2 Hour Fire Resistant Soffit SCALE; 3/4"=V-0" FIRE CAULK EDGES AT EACH SIDE DBL. 1x PT NAILER 1/2" GYP. WB: 1 Hour Separation Wall SCALE: 3/4"=1°-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4%0" FROM SEPARATION WALL. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. SEE PLAN TOP OF PLATE TYPE "S" MORTAR (TYP.) 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION 0 df:a O ,,`�Co 4.V CL. N _ CO !4' ca a w N dd� �, GCCjro d y 15 to i 01 A t� T tY . _ y O = 4 e, F1�.0Q`.• z 01!, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N ,W+ V F N Co 0 �-Co c� 103 Q A N M 4 LL a �_ W W a •r, Z � is i5 m O U5 m J N co N z d Z OU W El� z N M o S z z o N N M z r6 U w Z 1:1 g O°.,., Ln o Q Ca c L E L 8 I I U , ¢ 0 N e o t9 co M j z Z 0 S� w z � �y a O E z o oo �N z® oa U a�a� �o U CD E a� O ZVi ^ C J �z Q=n W-) LL �W o C:)w yLL z ?¢ =3 �� �o r x a Mj CC) o �[ z¢ O °N > LO co rn p \ C9 LO ,/ CIO M Q r o 6mJ C%) CL d' NO r Q = � O � p N Ln _ Ll. N C) OLD Q.. N M Ln ai r M N O z z c d s E o U _j a }? Q p c c JOB NO: 22-08393-08388 SCALE : AS NOTED SHEET NO. FP-1 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 E PR SSURE TREATED WOOD ALTERNATIVE HAVE BEEN CREATED T REPLACE A- .MAY S O R LACE CC C N 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 VERTICALLYABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE, 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5, GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1.1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1,2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1. 3. 3. ALL ROOF A FLOG TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A L AND R U S I S 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 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM, 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 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 A6151 A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD, 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 1 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. CONCRETE TYPE MIN, 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4. 4. 1.2, ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THECONCRETE, ALIGNMENT ARE TO BE IN ACCORDANCE ETE SPACING AND WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4. 6, MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least T-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall, 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and 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 dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC R R318.1.5 Concrete overpour and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by licensed before be issued. a pest control company a certificate of occupancy will 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: 56 + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" 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. N tV O sF- � o � c u a � con Co v� r-<d i o >_ cc N C" � �. c eu o � ec C ro ro L* i \-AJE•'� P o jlaili!itEt To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N E IW 0 �p - 00 @i cn�r,�V N M V l C J iLu ci Z 0 JU_LL a @ rn a c o � W ��rn m J 20m Z 3 N � OU w ZIL W ❑❑ M !f2 M Z N M o Q o Z � N z o � J - - N M (13 w p a O L �tn L. o � U C6 w m I-- J : •.,, L U ) N ° ¢ N 0 o f9 w Cl) o Z Q L` zo O Zo Q N E W Z® oa O E '0 as o o 00 �U o< az 04 ¢o w t- = rp C - Y U n mM o C > Z ZC41) rr Z J m vw man (� N Q Hw o� W ZZ g0 d N W C:) 6j � 0 � 01 0 `N > ISM co ` iu rn � O O L0 r O r r O M � Q, r 00 T m 0 (:D Q ♦� O O N LLO F_ ++ C- 0 O C 0-) N N � t Lo E M = N z° Z c E E ai 4 U � Q p JOB NO: 22-08393-08388 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) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV.09.24.21 SCALE: 3/4" V-0" "DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF L! 1 HOME H C G GARAGE SIDE O O O 5'-0" STUB -OUT FOR 1'-0" 0 9 GAS METER O ' o "It U d r N 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR 3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. F-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164" (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 wood panels nel Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap x x 1'L FILL CELL STD. 900 HOOK BOND BEAM I w SIMPSON MGT w/ (22)10d NAILS TYP. it �GIRDERTRUSS j STD. 90° CONT. #5 CONT. #5 BAR HOOK BAR 2X TOP PLATE 5/8"D THRU #5 CONT. BOLT FROM FOUNDATION TO HIGHEST -------- BOND BEAM -.10] NJ i FAl . 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 above to bearing below. STUDS SECTION @INT. BRG. WALL N.T.S. 1/8" min.) Small gap 2" min. 2" max • � 4 max. 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. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 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 LEAVING y8" 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 wl loads N.T.S. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16 code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) / Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" I10d1 nails at 6" o.r. LY/ Provide adequate bearing for each lapped joist. nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES _\�t; D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges Web Stiffener Fastener Schedule Joist Bearin Location Series ' Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d i 1-7/8", 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 2-8d 2-8d 11-7/8" 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® 11-7! " 3-16d — 3-16d -- 14" 5-16d 5-16d 16" 6-16d 6-16d 9 • BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls : - for vertical load transfer _tF_� Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or I beam below L&13/4" d bearing wall must stack over king and wall or beam below.* — — — —41 Joist n joists meet over wall, provide minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dxY nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 6" A 1 z' ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 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 iy" 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. 1)/2" 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 1 2" 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 1.0 SIMPS( w/ (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL FINISH GRADE Backer block (12" wide min.) —III-1 I I —I I i— — Nail with 10-10d nails,=111=1T1=Tj=(jj —I I P �-� Install tight to top flange, SLEEVE THRU STEM ° , • SEE PLAN FOR °• a .. • ° FOUNDATION INFO ` ^ d' STEM FOUNDATION f—GRADE _MEAKIr= CI=c n, nK, \ 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"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. i-vkl UnHac 4 rvu 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 4'4' CENTERED @ PIPE PENETRATION 4 a I: ,III—III—� . d. 4. A. d G —IT11 FIR PLUMBING LINE PVC OR SCH40 SLEEVE 4 ---- SEE FND. PLN. SIZE &REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5s x 4'-0" PVC OR SCH40 SLEEVE CENTERED @PIPE PENETRATION PLUMBING LINE q d 4 4 . - " add z • a � ., d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 7 4 a A —II=1—� I�II�II 111--�rI °i- ,�—I 11— d � �=11 it Q IIII_ G d SEE FND. PLN. SIZE & REINF. � o � -fl r— OS. M M V C'V 'a CP >< ac c � 0 ! 04 < ° 3 O n ,mow �� �� • • '• - * !w ..••' .0•'°.. ������,�Q�O�ESS10�� \\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W Q 0E 8 v 0 N N @ S "' W N N 4 r� N 0 Q o N M 7 � J Ca U- W W w o Z_ f W 9 6 N 0 un C? m w m Z Q 0 N OU Z W Co ❑ ❑ z N M o g N z o � d a N N M z � - c� - 4-1 w ,^ L w o N S .) U L, =l E3 zI z U L� Q 0 C• y0 N a I� CID W MZ Q E O E o g_ O �- Z oa U Ca 2O I, XU �Q 00 " �Z O E N I1 0 ¢.¢o a Ww T ra c ¢p 2_ mg O off z v "m <W �Z � a`n? � 02 ' Z 5� � Z � mz �w i3 0 o CID rY Q ¢ zla a O o 3 0 •C N E > L.f7 '— iU rn Ca _ O O > O LO r CIO O O M r 07 a Q O �- CV 00 r U � m _ Q -0 ~ n- 04 Co C .0 -0 W N "ItLO 0")Q r Cfl I r o E cc N Z E c n. U Q p� JOB NO : 22-08393-08388 SCALE : AS NOTED SHEET NO. SN1 PASCO COUNTY 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @11 O.C. W/ (2) 1Y-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 & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE - COMPONENTS TO BE ►N ACCORDANCE TRUSS (SEE UPLIFT SCHED,) W/ TMETAL (2) #5 CONT, ON 3" 6 x 6 W1.4 x W1.4 C"! w/ R903.2, FLORIDA BUILDING CODE PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A v SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM'- a p - D7158-CLASS G or H, or ASTM D3161-CLASS F, IN I 11=T1I-III I hI I-1T�I I P • �9 I=1 I I=1 I=1 1=1 12 (TYP.) ACCORDANCE w/ TABLEI_(_-I R905.2.6.1 FLORIDA BUILDING I' 1=1'rVARIES I iI I �-�-=2=5 IW. I' CODE 7TH EDITION (2020)-) 8 ' RESIDENTIAL ROOF SHEATHING - SEE INSU ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G \w �' F1-FV- VARIFS4k SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL) 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. 1x4 P.T. BASE NAILER 31/4" BASEBOARD MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER MUNICIPALITY. CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR "FIBERMESH" c C14 M 6 MIL VAPOR/o BARRIER - I �r 4 COMP. SOIL. T (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR, (2) #5 REBAR CONT. 1'-4" (1 STORY) U.N.O. ON CHAIRS TYP. 4„ V-8" (2 STORY) TYPICAL WALL SECTION SCALE: 3/4" = 1'-0" ALUMINUM DRIP EDGE ALUMINUM FASCIA \12'N.O. 2x SUB FASCIA EE STRUCTURAL SOFFIT SHEET SS 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE _°- NOTE:EXTEND DECO FINISH 4" to 6" BELOW GRADE Z I 002 �= CV I�I r I I STD. 90 HOOK (SEE DETAIL) A S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS � z M r � �� SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. -71- �►�/ I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8 is "OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF a „ „ (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 GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2It S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION 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" „" ,,,, „ @ IMPSON SP1 w/ (10) 10d NAILS SIMPSON SP1 w/ (10)10d NAILS 5/8 x 10 J BOLT 24 O.C. W/ IF NOTED, THIS REFERS TO THE T 2"°x3/16" PLATE WASHER (TYP,) STEP, SIZE OF FOUNDATION AND `o ELEV. (I (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL ! v A.F.F. @ 24" O.C.) 2" x 6 W1 A x W1.4 ATTACHMENTS i2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH / WWF OR FIBERMESH 4 G G , ELEV.-0'-31/2„ ? 31/2"MIN. 3 1/2" MIN. '' 1 o - A.F,F. p � 2x4 CONT, a L� Mill III III 1 ° ° G y N - - p b ° . ° - -fir 4" o II 1==II �' (I ( )- _ p b p �9� - 1/2"(min.)- 4„ GARAGE DEPTH VARIES 31/2"(min. - 4" I I- p • Tom- r 31/2"(min.) I — — T= _-- —If= -1 ITI�I I-iT 1 i 1=1 I f TI_IT f I _I I 11- I I -I I (-� III -I G c 2 #5 CONT. T I "'�"' I"' "' I I 2 #5 CONT. I -I ImIII () 4„ 1,�„ 8„ () 4„ t 1-44 rr-11, MIN GARAGE SLAB AT STEP B U.N.O. MIN.TYPICAL BEARING WALL " STEP SCALE:3/4"=1'-0" TYPICAL BEARING WALL STEP SHEARWALLrc,_�CK'CC 53 SHEAR WALL" SCALE. 3/4 1 0 S3 SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 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 1a �wMs LOAD BEARING OR INSULATION PER FBC AND ENERGY \� co ov 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 1"x P.T, STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) I I SEE SECTION C/S3 FOR INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 �. #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION SEE CC/S3 OR c., LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. � I 5/8"x6" "J" BOLTS BOLT 5/8„o x 10" „ J„ BOLT @ 24 0/C W/ 2„o X 3/16 PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. I K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8"DIA. EXPANSION BOLT @24 " WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR MIN. 2500 PSI CONCRETE SLAB W/ I 3500# MIN. TENSION 2600# (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP *SIMPSON SP1 I I 2X PT PLATE ] #5 REINFORCING � SPACE ANCHOR ^ SPACED EVENLY FIBERMESH ¢ BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 N _ _ w/ (10) 11 NAILS 2x P.T. PLATE WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH r, TYP. I PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR = N p c GRADE 40 MIN. Fy= 40ksi = - GRADE D z #3 & #4 LAP SPLICE -�- e C FINISH GRADE w [GRADE 60 MIN. Fy= 60ksi] d�=i 11 I t° p P (_TI f� o MONO OR STEMWALL z co — — ;p \ 25" MIN. LAP [30" MIN. LAP] g III— I I I D I�I III'—r - FOOTING MONO SHOWN � I - D P .� ° _ _ _ - �' ;,� I I = ° p FOR CLARITY _ 6 MIL VAPOR BARRIER I I I I ° I I I I -I I I III- r -- r1 { II I I=�I=_�� #5 REINFORCING BAR R 1 7/8 I III ;ill I I I I I I-i l�l I f-I I I -I I C", Z #5 LAP SPLICE 1- - I I-I11T=fI I TI ri (2) #5 CONT. NOTE: l l I l N I I , ' . — I III-1 I 1=l I 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS -I COMP. SOIL. (COMPACTED TO _ _ _ _ !- *FOR BEARING WALL - ( 8" 1'-4" 8" _ 101, TYP.) W/ UPLIFT ONLY - - 9510 MODIFIED PROCTOR ASTM III ,III II -';I lii ;i II;:-jl, Iji = 11 D1557) I�I I III -1 III�1 I 1-' I' ill-) l l l L=! 1= 4" 1'4" #6 REINFORCING BAR #5 STD. 90 HI #6 LAP SPLICE TYPICAL INTERIOR BEARING WALL T C.M. ALL CONNECTION R AR DETAIL F FRAME 0 U W D TYPICAL EXTERIOR FRAME WALL FOOTING("E�REBAR S WALL w/UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" SLAB INFORMATION. SLAB INFORMATION. S3 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE 00FEI — _ _ — — C• tTi- tit —I' ' 'Ti�1 #5 REBAR w/ OPT, -SQBR ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' co rA ' • " i — "' •—III _,I � -�_�— .; '�� ` . 111=-11 �' t 6. OO 'T-III �•a' �! '.• ' SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN, CLEARANCE V-4" (1 ST RY) RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" 0 CONT. BEAD SEALAI — Q INTERIOR • a P . a.. -3 1/2" a f 6� a, CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN, SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � e 00 Cl) 6 MIL VAPOR BARRIER'' VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O,) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS N ° . AT 24" O.C. MAX.CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN a -� TOP OF BEAM ° a II �'; i T ' (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL ° ; r�' -_ - '. • a `Y' E BEAM SIZE & CONNECTION INFO N a ' a M W I I . >L4_P T 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16 O.S.B. SHEATHING os.e. z ATTACHED PER NAILING FOR REINF. IN. OPTION #1 _ w > SCHEDULE SEE TYP, WALL SECTION FOR ADDITIONAL COLUMNS LOCATION Q > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM U) SCALE:3/4"=V-0" 53 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 I I 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL I I I ,- W/ DRYWALL SCREWS @ 8"O.C, ATTACHMENTS EXTEND FILL CELLS - TO FOUNDATION PAD = INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL j j MAT REINFORCING. `�" ' ON FLOOR PLAN w SIZE VARIES PER PLAN M CONT. BEAD SEALANT Q > w/ MIN. (2) #5 VERTICALS ? GRADE 00 d > _j FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N w SIZE AND REINFORCEMENT) C7 �! I ! , i I-!_ � • = "I =!' r WWF OR FIBERMESH �, w � BRICK PAVERS or SLAB PER z Iz w �I_' I w LOU I- 0 o LU U)= ! -! I I !' w _I, =1 =1 = v • •� • �• -_ _ z a _ 0'-0"FIN. FLR. COMMUNITY SPECS ¢I.I. FOOTING v BEYOND ICI IIT� a PAD REINFORCEMENT—/3" MIN. CLEARANCE _..• '' " " ' ` SEE SCHEDULE CONC. PAD INFO. ---' .. ii O �i ii r i i rSCHEDULE INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FR PATIO COLUMN FTG. DETAIL �N rCD 1 N2� N N N o ® C2-.+'© Co C-4 .0 N�a co :° CC . E CD 0 F, To the best of the Engineer's knowledge, information and belief, the st vdural plans and spegficat ons 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 d pE a CD N U CR o , O r- 0 -G N ui rLV J HMO w Q C= J LL W LL a --Iu- •O w .� — a_ Y N C wo �. 3 'Co N 2 1­0� W0 m w Z CN N Z Z N OU 0 W pp M (D N M z g z o J d � M � I N z ( v o — _ 4--J fa w —� O L o N w ) wro c� s z� U o N 0 o CV r� o M 20 a U_ CL 8E U on WO N L a z wo 4 W �� W 73 Mi o o� z co J a b z cn Q a� Z ao hw W v �E �LL =k �- C o Z <4 '.0 '.0 a= •� N > Lii c > m � O a r � V/ Co O O M `� V o O d- CV 00 in 0 ,,--+ O N CSJ LL F=-- Q r a- r O z C E ca a 0 1 Q o j JOB NO: 22-08393-08388 SCALE : AS NOTED SHEET NO. S3 (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 VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 112" MAXIMUM HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN Y4RIE8 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. SL� 12 SEE TYPICAL WALL SECTION (TYpj SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 wl (12)10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID ,POINT EVERY OTHER ++ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD = -' SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) �ROOFTRUSS 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC, FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL / ' TO DRAIN DOOR OPENING DOOR OPENING ❑ ❑EXTERIOR J ❑ WALL CLEAN —OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. SL� ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 11 d d d G O d 8" STD.90'HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 11 Lit NOTES: O 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. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J WW FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. e °a a a e e a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 10" 0014 31 /2" - ssF A�Nootti 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING 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 i AGE R vvvn nnv� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (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. po SIMPSON HTT4 TYP. OA oR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL("'_Q SCALE: N.T.S. SLI. SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 EO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/51 FOR ADDITIONAL DETAILS RECESS LINTEL d a 12 (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 ( ) c0 O/C FIELD r 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 LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. F MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL---- W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N,T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 500 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 • 48,SPLICE STAGGERED Q O/ 10d @ 8" O/C S'TAA ATTACH ALL f EXTERIOR STUDS W/ (4)16d TOENAILS TO TbP 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 SIMPSON G SIMPSON SP4 SP2 2X P.T. PLATE SIMPSON SP4 —r \-NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC / LLIINTELS `SP4 SP4 SIMPSON SP2 .r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON — BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING `10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.G. MAX —2X P.T. PLATE SCALE: N.T.S. 54 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) > (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE 2X BLOCKING I I a 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(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 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY— TS @ 24" O.C. 1, SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. 5/8"X10" J-BOLTS PER BOTTOM 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR 1 REV. 06.24.22 SCALE: N.T.S. c� 0 nr 00 C%m CN - 'ys-. N +... N=s CU _ N :� S L W a €3tA,80,r �x"N;�tit@t�6 .�. •W!V SEN• q < c� FL x� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q E o � o 0 G 0 , 0 _ R .0°° re Q 2S J Z W j LL ii 5S o_ � Z _ w c m Z oLU W = WNcp O Z IL U) c, m Lo z° d 3cv N O U W ❑ UI M u� � T z o z o zo Q C � z 0 (0 LU Do N o„ R U C6 S.LA J F _ E s $ g'.. I U o N c CD m �Q N m 1 2 r` o CC) w M a Z a u cii E p0 <N o E CJ �10 Z® °d o UCz W� O o E N IT a¢ a� a °-'• T � � - a p Y Nm Zl�i. z N -' <w oz Z ao U ¢ g <o rnw S F �LL =mi 3 o a d za °3: 2 0(N N >U-) co S rn m �..,� O LO cr) CO O o Q M =3 r �_ CL O CV 60 r U) .2o J 0 Q +_j ,�--+ L7 d- CD Q CL 4 r Q �' xr o ..1 Z E a U _j Q 9 JOB NO : 22-08393-08388 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-? (2) 16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLWG @ 16" O.C. W/ (2)16d NAILS EA. END. MAX 9'" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN, FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9"" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2) 15d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL S E FOR SNEA F� G 45'± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT ' @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "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 GYPSUM WALL BOARD ATTACHED WI 10d 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" O/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" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING CHEDUL TIN DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM i RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN IN TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE r� �� (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. SNAILS • AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED � ��\ (2) ifid NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, x " " 2 x6 P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 2x4 "T" ON TOP OF PANEL 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 7116" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1/2 x $ J BOLT @ 48 O.C. 10dx3" @ 4" O/C @ 48 O.C. I I SIMPSON META12 w/ 7 10dx1 1/2' NAILS AT 6 -0 I I INSTALLED PER MANUF. ATTACHED w/ 2 16d TOENAILS BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"xi 1/2" SDS SCREWS TO INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM MOISTURE BARRIER O O 10dx3" @ 4" O/C TRUSS & (4)1/4"0" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM @ O,C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) W/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK �,L5� SCALE: N.T.S. Srj TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP r M SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 (2) 16d NAILS WOOD TRUSSES �° 80 to 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING • RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) . BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT "" (2) 2 x 4 LAMINATIONS W/ (1) ROW "" " (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2} ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS HE @ 48" 0/C FOR THE 2 16d NAILS ( ) 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 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 CONNECTION' 2x4 T ON TOP OF PANEL I L EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION FASTEN WITH I— BLOCKING W/ L 4 B2x BLOCKING, 10dx3" @ 4" FAFA 2X 1 L TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g SEE TYP, WALL SECTION FOR SCALE: 3/4"=V-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. 15 SCALE: N.T.S. S5 IINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. TOENAIL i (2)16d NA 12'" SH SCHEDULE ATTACHMENT ? SYP BLK'G @ 16" O.C. ix0.131" AILS EA. SIDE .2x4 #2 SYP w/ 10d X0.131"@8"0.C. ALTERNATE NON -DROP GABLE END DETAIL (",0 SCALE: N.T.S. S' CJ 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) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'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 NAILS AT EACH STUD (2) 2"x8" "L" BRACE -� SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. 55 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 20'-0" MAX 20'-0" MAX "X' BRACE SEE DET. J/S5 I BOTTOM CHORD BRACING 2X4 MIN. 8d @ 6"0/C WOOD TRUSSES SIMPSON HGAM10KTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z 7 W BRACING w/ (3)10d x 3" AT i • 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"4" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2'W" #2 S.P.F. @ EACH VERTICAL AND (2) 2" x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KTw/ (4) 1/4"x1 1/2" SDS__ - 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. o U 2 CORNERJACK U W z 0 U HIP FRAMING REFERENCE PLAN Lqq ION No II I ON NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L 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 ® > is uw x 0- N Hdd� d v 3 .x m E a7 to cc a a 011lltaid ffff6f��',,. 0 O U C Ids ` ® ••••....... ."�/,.�OPES•S O a4 <b��'P�dt�inal lf@t10��� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W vE a 0 2Go a@ N b LoN �5 O L� M 6 co 't a = _ w L1. tL , Y J U_ w Z a C 0 Co uu Z N M0. Z ¢ r_ 0 N 60 0 Z W pp z N m og z �J1 J N M V) z a o W a � m �1 •j't�` _ u O� rs, S Ln ul = W J ,- - E - � s I x _ d Nale e01 o z C", (h 0 q LL =� O zo ¢ N o E W " o n H ZU �¢ 00 0 °� N �o 4a Ww C OY U m0 0 O Z f_ y0 YjZ �z 02 o U a 0. W U � z <� �~ o o� ;o o V' zl¢ U 3 0 `N > L co ai O _ > ca ca 0 LO r— () (� r Co O o T Q _" 0o 0 0 Cn 0CN CV m Q 0 O N LLO -0 cy) N G�. r dT L.f7 GSA 4 r E W 41 N y o z z E a a v ¢ JOB NO: 22-08393-08388 SCALE : AS NOTED SHEET NO. S5 DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. / ,;, ' APPROVAL FOR CONN. ' X 4 APPROVAL FOR CONN. !i! 3/16" 0 X 3" LONG 1x4 ''- %! FURRING (2) ROWS 3/16" x 3-1/2" %�� ; , FURRING '' 3-1/4" LONG X 3/16" o %'/ FURRING TAPCONS %i , '; , TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT EACH END W! MIN. 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN. i '%i j;/ 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN, % %�':';%- (2) ROWS 3/16" x 3-1/2" i x 3-1/2" TAPCON @ 16° O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLYw/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 4,I STAGGERED @ 12" O.C. �_-( /d" nPT011 2x DETAIL 21/ DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG" 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 114" MIN. - 1/4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN, ARCH 1 X 4 FURRING BLKG" &BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG, BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD" BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS . LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)1 Od NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN, CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK-(1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8 #5 RE& (TYP) STD. 90' FILL SOLID HOOK (1 BOTH CELLS Ae MLL NOTCH WEB AT ±5A FIRST 2 COURSI ,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/(4)1/4"xl 1/2" SDS SCREWS & (5) 1/4" x21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"X2 1/4" TITEN = 2150 #) BOND BEAM OR CAST 1N PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y�" WOOD / SCREWS @ 16" O.C, MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2"5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS AN BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALLREINFORCING AS AS FOLLOWS: SEALANT o * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. p =_1T�'ITI—I I I * PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ D III-1Ti� COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL — SMOOTH. DO NO FURROW. D'° F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE D D IT_h-I II I= A I FURROW" MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p ° G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M ° .p REMAIN FREE OF MORTAR. �c SEE GLASS BLOCK INSTALLATION NOTES" r \ D H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS ° TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE TIME ° SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE -- - - ( 16" MIN. (I-STORY)(3) #5 REBAR. (2-STORY) WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN" 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07"28.21 SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. L FILLED CELL PER FOUNDATION PLAN IR YP.) THE :S 11_ 11 11 �s UNACCEPTABLE INSTALLTION DO NOT DO THIS #5 REBAR (TYP,) 11 11 1® 11 j1#5TD. 90° HOOK (TYP.) 11 B @ FIRST COURSE se 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" AND NAILED W/ 8d COMMON @ O.C., 2 ROWS STAGGERED 6" O.C. EDGES AND 12" O.C. FIELD 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 12" O.C. W/ (4)1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" - . TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S, SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE --j-- j PER PLAN I I I I F CHANNEL, FASTENED PER 1 NOTE 2 BELOW I Y CONT 2x4 NAILED TO BLOCKING w! 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA — 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SFO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2kO + �FNOTH + + + + + + + + + 2X4 SYP I I�'•I. EACH TRUSS CONNECTOR SEE LINTEL— -'I/ II SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �\ + SUPPORT SOFFIT CENTER SOFFIT - PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SFF RHFFT na ANn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN" EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,•, - r z 0 U_ 0 w 4 I- U FILL 1st 4 COURSES SOLID W/GROUT a a FOR OVERHANGS BETWEEN OVER 1 1!2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ° a'� •e OVERHAN a ° RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REl 1'-0" 5'-0" I INISH FLO .• . .. �.. 10 to, ° #5 BAR x p. 10 • • : CENTERED W/ 2 ° s H IN TOP ca a : KNOCKOUT / N ° CHAIR BLOCK f D• MONO FOOTING ---i SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL .o • • °. DIRT z °• ° STANDARD q 90° HOOK N #5 BAR IN FILLED CELL, �, ♦ , v _v►,r�v ►. v dv s, v °v►, . ° �Zrcj 4-7 - �f•v�is•v v��s•� v�.s vfs• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = 1'-0" ATE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION, EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO ¢ g EXISTING FOOTING (2) #5x6' IN CONC. cn N FILLED CELL DRILL 3/4 x5 MIN. HOLE SET BAR IN EPDXY 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. 0 . cv 'H CD d o: 1 o c ;=Ira m -r� x •.-: c LA_ ra. � Cc a y"� lV Q N Y d �• a R �,a. m.rl u iu c E. ro e �1!lil9t3 / tv z L n�o f 0� Ir ♦ �� o°•-'•••.....-•off♦•� F a� Rp E S S Iu l�'OFIIlii6t � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W vE O N U 0 a,. (V O ���77 tD � 0 % Ot00 N N m g0 �NP� 2 i� '�" LJL M N M d' J a RM w tL a Z m e O1 o N L N 7 Z } _ W0mw_� 3 W CnMO'�' m w Z� J c7 Z J V N O V U O r-Z - .,.�rti� �?I��Jas� W v M r z N Mo — � o z z o a n M N z CD o � LLI � U Q) O—g W p �� U LJ J J �— — E �a $ I U o �11 • c , d ¢ N � �2 O CID � W co o 3 z < U_ E zz os rs <N O E r ?o oa H � CL x0 00 U ° o E o ra N �� to az U 4 WW KJ -2 L ra - 0 z U y .2 m o O a Z QI J m <m Q W gZ I � 2° W a 3 2< <� a �W �G ci f a _- C7 �' I� v °Ia ¢ x 0 3 0 `N N > L () cc a; ,-- I o 0 r � a� L t CO CD r o M � Q r J CL cI• 00 T O (J) m _ O Q _ }� -i--+ N LNf> F— 4_0-0 d N O cc� CL d C37 1� Lf) 4 o E m "c N In z z E E 2 E 4? m a a U _j Q p c -°)i JOB NO : 22-08393-08388 SCALE : AS NOTED SHEET NO. SS PASCO COUNTY Iit I F I I I 1 11 ;1, II II,IId Pll;illl I. li. I Ll''A'"] I III AI A." u,evl .d.l, I; IliI . I I I --- *DIAGONAL SPACED AT 15'-0" O.C. MAX ROOF SEE PROVIDE 2X4 MIN. BLOCKING AT PLAN SHE OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH BLOCKING END TO TRUSS TOP CHORD TYP. 2X4 BLOCKING BETWEEN TRUSSES TRUSS 'N SECT. A -A kA G.T. CONTINUOUS LATERAL ADD 2X4 ALONGSIDE BRACING- NAIL OVER TOP CHORD WHEN REQ'D X-BRACE AS SHOWN- TO PREVENT PLYWOOD INSTALL BLKG. AT TRUSS X-BRACING - 2x4 SPF OR SPAN FROM EXCEEDING CK APUSSES WEBS FOR NAILING SYP w/2-16d @ EACH TRUSS MAX 24" SPAN (EITHER HIP WEB SIDE OR BOTH IF REQ'D) C. CROSS BRACING DETAIL (TYP.) 1 SCALE: 1/2" = 1'-0" TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS (2) 12D NAILS -� AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 SCALE: 1 /2"=V-0" TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-O" O.C. EACH DIRECTION TYP. U.N.O. -2x8 BLKING. NAILED @ EACH SIDE W/ (3) 12d NAILS WHEN REQUIRED W/ (2) USP HTW20 W/ (14) - 1 Od X 1 1/2" EACH FF ac IT[ 14 DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT `—TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pB B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — DIRECTION TYP. CHORD AT ALL HAND FRAMED AREAS TYP. ----/—WOOD TRUSS --/ A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"=V-0" 2 x P.T. BLOCKING v BY FRAMER FOR PROVIDE 25" LAP PLYWOOD EDGE SPLICE @ F.C. REBAR NAILING PROVIDE (4) 10d TOENAILS FROM TOP -CHORD BEARING TRUSS TO LEDGER FLOOR TRUSSES @ 24" O.C. 2) 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY W/ (2) ROWS 1/2" SIMPSON TITEN HD, MIN. 4" EMBEDMENT PER 54/D1 SPACING. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION Et , @ _. EXTERIOR WALL 5,' SCALE: 3/4" = V-0" DIAGONAL - AT 8'-0" MAX WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. W/ (3) 1 Od COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT--/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT 2'-0" MIN. LAP SPLICE 1'-01, 6" 6" 1'=0" 6" 6" 1'-01, TYP. TYP. h O O I O O O O I I SPLICE O O I O O O O 2'-0 SPLICE BEYOND 21-011 PART. ELEV. VIEW i�11nr DBL. KO. BLOCK MIN. :MIN. TYP. a a a 24" MIN. (2) 2x8 P.T. ATTACHED (2) 2x8 SYP #2 P.T. CONT. LEDGER W/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24" O.C. W/ 4" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. LEDGER LAP SPLICE TOGETHER W/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" o.c. LEDGER SPLICE DETAIL(`��54 SCALE: 3/4" = V-0" PROVIDE 30" LAP SPLICE @ F.C. REBAR. PROVIDE 8d NAILS @ 4" O.C. FLOOR TRUSSES @ 24" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH SINGLE 2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2)-1/2" DIA. TITEN HD MIN. 6" EMBEDMENT PER 54/D1 SPACING USP HGAM10 @ z 4'-0" O.C. T & B FLOOR ATTACHMENT(�5�0 SCALE: 3/4" = V-0" OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. n/ M IAI=AI 1 ATI(lKl MASONRY SEE PLAN M\ IOA-rnCKIAILS 2X6 P.T. CONT. _EDGER T&B W/ (2) 1/4" X 3" TAPCONS @ 24" O.C. T&B TRUSS vQr- aILGV vw k 1v/ 1vu X 1 y2' NAILS TRUSS TO LEDGER LEDGER DETAIL SCALE: 3/4" = V-0" -' 3/4" MIN. AIR SPACE WOOD TRUSS 1" DENSGLASS ULTRA TT /\ 1• 1rT A I „ VT T/\ T - I �.... �., SHAFT LINER OPTIONAL 6" WIDE BOARD — BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. MAX (2) LAYERS 1"x24" PROPRIETARY — TYPE "X" GYP. PANELS ►NSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER TACODIA. x 1 3/4" TAPCONS AT 16" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GP WHI 945-0743 GA ASW 1002 SCALE: 3/4"=V-0" 2x4 BLOCKING @ 48" O.C. MAX. W/ (2) 16d TOE NAILS @ EACH END & 15 LB FELT (SHINGLES) GLUED TO ROOF SHEATHING FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE CEILING BOARD — RUNNER TO SHEATHING OF WALL NOT STAGGERED ABOVE AT EACH SIDE-7 OVER PARTY WALL STD 902 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR LOCATIONS) UL-U905 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24" O.C. w/ 4" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END, SEE 54/D1. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMEN AT 6" O.C. TO ONE SIDE OF FLOOR TOP CH 1 TRUSS FOR AN AREA < 1000 S.F. AND SEALED 00 STEI PENATRATION AREAS W/ FOAM. DRAFTSTOPPI SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS _/(1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. WB. (OR 5/8" GYP. TYPE "X" @GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES w U z =j g a- _ cn 2x4 LEDGER @ 48" O.C. MAX VERTICALLY NAILED TO TRUSS WEBS W/ (2) 8d (TYP.) BASE BOARD EXTEND BURN CLIPS AS PER PER SPECS. FIRE WALL MFG. 2 x P.T. BLOCKING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO BY FRAMER FOR 2x4 LEDGER ONLY AT EACH PLYWOOD EDGE SIDE OF STEEL "H" STUD. NAILING PROVIDE (4)-10d TOENAILS FROM TRUSS TO LEDGER (1) LAYER 1/2" HIGH STRENGTH EACH SIDE OR 5/8" GYP. WB. W/ 1 3/8" DRYWALL NAILS OR DRYWALL 3/4" FLOOR SCREWS 7" O.C. EDGES. SHEATHING 1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 8"x8"x16" CONC. KNOCKOUT BLK. W/ 1 #5 ROD CONT. FILLED W/ GROUT 4"x4" INSPECTION PORT AT EACH FILLED CELL (TYP.) 1x P.T. BASE NAILER PRE-ENGINEERE STD. 90°HOOK FLOOR TRUSS' AT —(SEE DETAIL) 24" O.C. NAIL FLOOR TRUSS TO LEDGER —W/ (4LOd TOENAILS (TYP.) GYP. BOARD CLG. 8"x8"x16" CONC. KNOCKOUT BLOCK W/ (1) #5 ROD CONT. FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. WB. (1) #5 VERT. IN FILL CELLS TYP, "S" MORTAR TYP.) (SEE FOUNDATION PLAN FOR LOCATIONS U 8" CONC. BLOCK (TYP.) z 1x P.T. BASE NAILER ;n a 6x6 W1.4xW1.4 WWF. N 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) Ir (4) #5 CONT. - - STD. 909 HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 2—STORY PARTY WALL SECTION(PWOt SCALE: 3/4"= V-0" SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. —� (2)-1 X 4 P.T .... NAILER BASE BOA[ PER SPEC: CONC. SI SEE FOUNC 6 MIL VISQU TREATED' MASONRY WA SEE FLO( PLAN FOR MO. INF STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2X4 #2 SPF P.T. CONT. W/ (2) 1/4 TITENS SCREWS AT 16" O.C. —ROOF OR / ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = 1'-0" 12 SEE ELEV. —SEE ROOF PLAN FOR STRAP INFO. TOP COURSE W/ 1 #5 CONT. SEE PLAN TOP OF PLATE /---- LINTEL SEE PLAN SEE PLAN TOP OF WINDOW WINDOW PER PLAN 8" C.M.U. WALL 10'-8" DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL DP OF SLAB 00 CV T 3 #5 CONT. ---� 20" TYP. 2 STORY WALL SECTION `SCALE: 3/4" = V-0" 0'-0" F.F. VARIES WITH SITE GRADES SEE PLAN t.e 00 C3 Uj a „... p p Q�L� Q ;N •47 O w °� e o a % ®ti����R0 ���1i ��ASE • • P 6 I e Q�a�12 �► • z ei�� �'•.,,. F L 2 �eJlJJillll'���� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. U) W ,, E 11- 4 o o I` V N O6 � N 'Co C Z9 7 1n - R - u) � N C) Q o, � w 0 0 w d ZL 2 V _ � w 0 o W N $ og °� Z cl)Cl) z ¢ J M LLW Z N oU 0 M z z N M o� z N z o � � a J CIL- V) z (9 0 (U u- 4:1 C > W U _ ID O W sLf) c�-_ �V) W , _ E i _ .2 g�g zlr. U o �S rn N �s o C.0 w m CY3o¢ z Z z U w� Q O za Q N Q O oo u Q= o z o� �oo I-- (6 E a .. ¢o0Z 00 o U N o 0 a 2z ' 5 rU C - z U o tim O 2 Oz z Q) -' <� 6 W �Z iv o< WLL Z a° �W W U ao 0� Jw w< =3 OF O d s� ZQ LT o' 63 2N 0 > L.O co > o LO rn (0 O o Q M � 0 0 CV 00 T m o H ,F� O o N -0 CL N •� N 0. T•� Q T Lo Co 44 r r o cu N N z z cv E E c U J Q 0 J JOB NO: 22-08393-08388 SCALE : AS NOTED SHEET NO. D 1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE DOOR ROUGH OPENING SLOPE WEATHER 0.3 in: 12.0 in R703.1 General. Lxterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall �RESISITIVE BARRIER WOOD FRAME CONSTR.(0.6 cm: 30.5 cm) include flashing at described in Section R703.4, TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. 3• SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of cnssenna�eomnNoowl .;' - 2 Q NAIL BRAND OR EQUAL WEATHER EXTERIOR 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 Q \ PROOF CAULKING of draining to the exterior water that penetrates the exterior cladding. WEATHER RESISITIVE SELF -ADHERED FLASHING BUILDING PAPER 2 BARRIER SEAL TOPS OF JOISTS % 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 1� UNDER DECKING SUBFLOOR other approved Water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied SELF -ADHERED FLASHING (SEE DETAIL WP07) ° ° _ _ _ horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The HEAD FLASHING TIE-IN INSTRUXre weal \ No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1. Cut, fold up &temporarily secure weather RIM JOIST , % building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation � MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold barrier back head ' '', R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade BE USED. weather resistive over flashing and seal with tape 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. Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW 1 SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING ' Exception: Where the water -resistive barrier that is over wood sheathing has a water resistance EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER applied -based FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied pp g g pp 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturers instructions. All flashing shall be applied in a manner to EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE RELEASE TO EXPOSE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT WINDOW BUCKTO EXTEND A MINIMUM 6" PAPER ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF ` MASONRY WINDOW BUCK o BOTTOM OF TICALLY FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings 2) SEALANT JOINT "' " THRESHOLD p shall be Installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK ° SECTION -A (SEE DETAIL WP02) .. AND EXTEND TO ° 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall WINDOW FRAME MASONRY ATTACHED SELF -ADHERED FLASHING finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 6) TOOLED SEALANT PER CODEREQUIREMENTS ° O ` 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the BEAD BRIDGING following: FRAME CLADDING AND WINDOW 2 SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturers installation and flashing instructions, or for applications not addressed in the fenestration � g 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 1 '' 4 manufacturer's instructions, in accordance with the flashingmanufacturer's instructions. Where flashing instructions or details 2 AROUND, INCLUDING SILL. 2 SEAL TOPS OF JOISTS 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for DO NOT FLASH OVER BOTTOM NAILING p 8 UNDER DECKING 2 7 subsequent drainage. Openings usin an flashing shall incorporate flashing or protection at the head and sides. q gg p g p g FLANGE (SEE DETAIL WP07) 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. - --- - - - _ Water Resistant Barrier 7.7.At built-in utters. g JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING SELF -ADHERED FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVEDHOTRAWRAP PATCH STRUCTALATH TWIN TRACK 2.5 � � � \� _ Stucco - FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER r 12 MIL (min) DRYLOK EXTREME \ APPROVED FLASHING TAPE `', l DOUBLE O ° °° a d T 7/8" Cement Plaster "V" SEALANT SOCKET WITH JOIST � I a a ° TOOLED APPROVED SEALANT i� � I II I i SINGLE �i J WOOD BEAM � ° ° ° ° n accordance with 7/8" Cement Plaster i j JOIST \ BELOW -- 1 SELF -ADHERED FLASHING Foundation Wall ° a ° ASTMC926e with :• \ i �\ SELF -ADHERED FLASHING a ° ° ° d ASTMC926 .,. • 2 ° ° ° ° M e ace metal lathe in accordance Felt backed metal v-. SELF ADHERED SELF -ADHERED 3" MIN 4 with ASTM C1063 lathe in accordance FLASHING FLASHING 2 o 5 Building Paper with ASTMC1063 ,�; Building Paper 7/16" O.S.B. sheathing O.S.B. SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING FOUNDATION WEEP SCREED sheathing , : Metal �; sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER .. Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL l� Installed As Per Manufact. Specs. PRODUCTSDETAILS I i STRIP OF SAF LEGEND 1 SELF ADHERED FLASHING (SAF) Maintain Stampede or similar Bottom of cauk bottom TILE FINISH I H DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Weep Screed joint only W I I BARRIER (WRB) - - - - - - - 1 1 /2 t0 2" WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK > BOND BREAK WEATHER RESISTANT BARRIER- - - II BOND BREAK WRB SELF FURRING (SF) LATH Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) a I I PLASTER ACCESSORY 'OSB% Sheathing Installed As Per I : SF LATH SHEATHING, PLYWOOD, DENSGLASS Manufact, Specs. 1'4' PER PLAN ? I i Detail Instructions Refer to the number marked as O# in each detail that corresponds to the , „ 1 0 PER PLAN I I" WRAP DP WRB ONTO THE VERTICAL I „ 1/2 Cementitious Cement Plaster I SURFACE TO TOP OF Decorative Finish numbered items in the list of instructions below: l FLANGE AS AN AIR in accordance II BARRIER with ASTMC926 ®o°® All inside and 1. Install self -adhered flashing in order as shown by numbers SLOPE 8" CMU __ i i I 3-1/2" INCH FLANGE over wood 2nd ®°®°` ° ®°® floor °®°' ®•®®®® outside corner will 2. Install flashing and weather resistive barrier to form water shedding®° _ - ' need to be miter laps 4" OR8" CMU Qs °a - ---------------- ------------------J I� I F ° ®•° ° cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) F 1 z z I I STRUCTURAL FRAMING '°®•®,. ®•� buttjoints need to ° °•° ®'®°° 4. Split the release paper using the ripcord (Split release on demand, -' FILL WITH GROUT 1 1 a a 0- _ STRUCTURAL SHEATHING becaulked using • °,°°o o • Stampede or sim. embedded in the adhesive layer) - for ease of installation and to �,� r,� .. minimize scoring cuts a LU d THIS GAP IS A RESULT OF ;' ,: PLASTER STOP NATURAL SHRINKAGE. STRIP OF SAF caulk for all 5. Remove all release paper per standard installation instructions and p p p ° a = �- - - - - - - - - DO NOT SEAL. CONTINUOUS BACKER DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" ° ROD & SEALANT DRIP SCREED PLASTIC ; I Minimum) SLOPED MUD BED d a '- = LU ACCESSORY 6 I BOND BREAK WRB 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to '_ a I --I LLI W o I Ij I SF LATH r't fit tight to d VINYL SHOWER PAN I I I corner d _ /'-'� , ; ;l . Note: 8. Mechanically fasten as necessary ~ °� "' ---------- '-----------`----- ' i ' The building paper and metal lath must be SLOPE a - i l ° Cement installed over the top of the weep screed. ° ° - - d a PLASTER STOP J� Plaster 4 CONTINUOUS BACKER ROD over a d & SEALANT 1 st floor 4 4 CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER . SCALE: NOT TO SCALE c� s � ee c� c 37 O _ u3 N � > cu to, Ccd`:m �. CD N C '9 c E � o a N o_ �1- I- 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q d E a co 8 o 0 a) So Cc: N r D? ft7 5 V7 N 0 # U) ti ti n J vi Q Qj M V # w J w w CU a 13w JU_LL -OZ 6 Cco O t YwJ 1%Qr`-W Zd �L 3:0m ZN�� IL U) , co Z Z OU 0 W U C, N M o 00 z W � z o � Q J a � :%i a �v0o LL w ca O-� w o �y N UW& U W J m � ® N O CD�w M M z � o Z Z LA. ct- E ZU oLL Zo <N � V Fw,z z® oa CU 7 E O MU X U dp z Up U �Z Z N r0 wo i°y, .� m � � o Z Z � U �0, Z ¢w z a0 W S{ U3 2=K �& pow yz a =3 o w, 7r }° �D �t z¢ a 03 .s CN > LO C e 0 o > W r � � rn CU p o Q M � r o O N 00 CO 0 Q 0 70 o N LO _ - d N 0 co r CL LO c.6 ,-- a w 4 o Z E ca a E U 0 ai ¢ p c JOB NO: 22-08393-08388 SCALE : AS NOTED SHEET NO. W P 1 Mciuir ttteg Bull s i1 'tr An -our �ll&ttBrS -' ova j Froilt Cross Support 5ei�i�ttrt� fi5. ��� b�cu �tt� pp it i N6 Gauge), WS*6It40fWltng rew($Thrualratkt g tkOw-iSupportinto Aid Alto Ronne m Side t1`ypicalt 3leach dole for hurflcane U* �� 1Nsla�ida,un �t�tnler3cmx cat )1laairtrlbvt sr>}it eyh a;ut flu $tJGc RAWd Nog 1001111AU tr ial SYatilkldit- =ia1#�rlf Ur,� Screws NC a ftn0m edge ru Florida Department of Bua+ness & Professional Regulation Fag.1 VI Building Codes and 'Standards lViS 921 Product Approval Application Detail 11101 Fgd4,fintill PAR. fie, Data Pendins pie bog yorshon MarwhxAlurer coni enornser & Lbensa Validated Or V.fidol. Submlred M Approval Ari :f(Mm AffimmtIon. 2020 mart Vent Products Im, Michael Graham Hermes F. Na-ero P.E. Locke Bonbon P.E, f2M812020 12hs2020 12r28I2020 Approved Category:. Saul Companenis (077)441-8368 PEi3Tr3 (334)3W-1800 Subcategory: Products introduced as a' Result of InfoQsmart"rit scan Now Technology compiler. Mcnhad:-Evalu.tan R-Pcd I-am-e, Rai Registered MchltectoraUcensed Honda as L.... 2�rt&1%rbd Professional Engineer `rids Q llN Assurance nDminelforUso .. - A Ap erOYed rX US. ,-: 18)Dget -. Dealer postal, San# PrpdudaAoder. Number or Name product Orscrrdian Dantrad.Expkxlan.Dale In HVHZ Word, HVHZ floismant Pressure. 1 emertVent'Mogel #1540.510 out Function Flood end Ventilation Vent 121312p23. Yes Yes N/A 4100Y100 2 Sri H-nt Model #1546-311 Du 1 u di Flood cad Writlla0on Vemt lV31 023 aFn F 2 ea Y.. Yes NIA .100 100 F 3, SmanVom l�Qodel#1540.520 Insulated Flood Vent IM112023. Yes Yes "NIA +100floo 4 S rtVant r a' 1' ore ode # 04 52 M 1 In t 0 eulatbd Flaatl Van 12r312 2b Ye" s Yes ! N A +Ia 0 F101) 5 smarivent M-.odel#1 l 0Geroge Door FloodV nnt 12n1tl2' Yes - A NIA 8. Smanvent Model#154D-57e Wood'wall Insulated Fipod Vent 1Mu2023 Yas Yes WA +10)A100, 7 Sm:.nt Made14;1540-574 14.5&qua, ©conga Door Flood Vent 1MI2OZ Yes Yes NIA WA Florida Department of Business & Professional Regulation Building Cores and Standards Product Approval Application Detail Pegg 1 or1 in4=1 Code. Entry air 28t@ 399@ Dal piabdi id 2?l ga. Varetm Manufastur.r codtact En7naer Al License Validated By Validated Sum FVC: AnilAooroVed SYatuc. R-1.1n 2020 Drexel Metals. Inc. Jason Shumate 2achaiyR Pnest Locke Bovtdaa P; E. 06102020 OW92020 0812WD2o, 1ohm(120 Approged Category; Roofing (902)3o3.1Sn1 PE74021 (334) SM-180o SubCaleg&ry: Metal Reefing Ishumsleodrexmet.com Cdnpllanae Method: EValuagbn Report fl0m a. Fierce R,sgisteredAmhft=t airs Licensed Florida Frdasclonal Engineer s- OuaIILvAssurance, ADDroved for Use Aoproved0rUse Impact Design Sea.#". produN MoBel. Number or Name Produtt Dsserladon cOlHract Exmrailon Date In "vHZ Qusrde HVHZ assistant Pressure 1 Orezal Motel Rooting rysterng OMC 100NS, DMC: 1506$0M0'175S, 0MC2005, 121312025 Yes No NfA +W_1e0 DMcSV Florida Department of Business & Professional Regulation No, 2 ca Building Codes and Standards 1r252022 Product Approval Application Detail ... - Enthy or Date: Date P.entlieti Type Vers qn Manufacturer Contact Engineer&License, ; Validated BV V211tlatetl Sunm isd FBC:Approval. A etl Status. Revision 2020 Therni Corporation P Stela Jas "rson L ndi F..Sohni. P.E. Ran LKin RE. Pe y 04l1ra'"2021 1=1 r2026 04n212021 OE708F2021 _ Approved Ap Category Exterior Doors 7-65 (860) 043-782'8 PE-43409 (813)767-6553 - . _ . _ . $ub0at9golyl Swinging Exterior Door Aesemb ies j.ap.,a.r@thermahu:co Compliance Method:: Evaluation Reportfrom a m FloNda Registered Ar>rhrtect or a Licensed Florida Professional Engineer FC 6 _' 8-Product§'- QualityAssgranca Aoprovedfor Use AWTovedfor Us® Impact Dal see PratlucC'Motlei. N um ber or Name Product Description QaMract EXOl�tlon Date 'n HV13Z Outside HVHZ Resistant Pressure, 1. a. Therma-Tru Fiber -Classic and Snrod11-Star Nominal 8&#39;&&quotinpact&quot. Opaque 12WJ2022 No Yes Yea NIA Composite Edge. FhergiessSingle Door (Inswmglfi )utsy it X configuration) 2 o.Therma-Tru Filter-Classle and Smp[rth-Star Nominal 6&ff39'88sjuotimpalcl&quct Opaque 1213112022 No Yes Yes N/A Composite Edge Fiberglass. Single Door with adol-rta(s) (I n5w rig/0uiewi ig; XO; OX or Ol confi9 ) Lratfons 3 c. fierma-Tru F bar Cla 'e d S h.SteY T I ssl an moot Nominal &#39 & obi 'act& - t O e N 6 S qu rnp qua , paqu 12l3112022 Na Yes Yea NIA Composite Edge Fiberglass Double Qoarvulfh or without-sidelites (insw n, C utswi6a XY or OXXO configurations) 4 d Therma-Tru Fiber-Cli and Smooth,Star Nominal 8=0&quot'ImpooAquot Opaque 1213172022. No. Yes Yes. NIA. Comocalte Edge- Rocrglasa Single Door (Insy4nglOutswlig, X configuration) 5 e. Thermal Flber-Classic and Smooth.Star Nominal 8&938D&quotlmpect&ggat, Coequal, 12131/2022: No Yes Yes N/A CompoaltwEdge Fiberglass Sirgla Door w4th Srdelill (Iravxng)Oufsning' XO, OXpr OXQ- configurations) 6 f Therma Tru Fiber -Classic and Smooth -Star Nominal S83f39,0&quot;l ir4ract$cua Opaque IWV2022. No Yea Yes NIA Compoll Edge Fiberglass Double Door wth.at without ISidatil (InswingfOutsMng; XX.& OX)(O. configuratons) 7 g. Thaffir (u Fiber -Classic and Smooth -Star Nominal 6$H33,8-&quat;I paot&quot; Gal 1213112022 No Year yes WA Composite Edge Fiberglass Single Door (Inswirgl0utswlig; X configuration) 8 h.Therma-Tru Fiber-Clasma and Smooth -Star Nominei6111-_-$quotlmpa4-)tGlazed 1213112022 No Yes Yes Ni Composite Edge Fiberglass Single Door vAh adelli (InsvanglOutswi g; XO; OXtx OXO configurations). 9 i Ther a-Tru Fiber -CI ssic Snmo - 1 m a and! th. Ste ' G Nominal 6&#39.6 &quotlm{raci&quot, lazed 1 131 20 2 2 / ,2. Nq. Yes Yes NIA Composite Edge Fiberglass Double Door path or Wthout Side ft" (InswinghOulswing XXor O)QKQ configuratloris) - - 10' 1Therma-Tru Fiber-ClaseG and S-al Nominal e&#3g;0&quatlmpact$quot Glazed 1213112022 No Yes Yes N/A Composite Edge Fiberglass Single Door (I nsWnglOutawing.. X conhguratian} 11 k Thermi Flber-Closala and smooth -Star' Nominal 8&#39,0&cjuotlinpact&quoT, Glazed 12131121122: No Yes. Yes NIA Composite Edge FI terglaas Single Door with' Sidolie(5) (inawinglOufsvJng, XO, OXor OXO cpnfinsl 12 I. Therml F,IUer-Gtasslc and Srno0rh-star Nominal8&#39'p &quotlnnpact&quot Glazed 121312022 No -Yes Yas NIA Composite Edge Fi berglass Double Doer Yath or 1Mthout Sidehtes {Irta huzufswfng XX or OXXO cvnfigural i3 m Thermal Fiber-Classo and $month -Star Nominal 6$"i 8quatlmpact&qual Glazed Molded 103112022 No Yes Yes WA Open Composite Edga Rbergiies,Single Door (I nsWrgfbuh ire Xconfiguration). 14 n. Therma-Tru Fifer -Classic and Smooth -Star Nortilnal 6&#39:88quetlmpact&quot Glazed Molded 72131J2022 NO Yes Yes WA Opan Compa9he'I, Flbarglase5ingle Door Y+an Glazed Molded Open SIdeIRe(s) (InswirglOutming; XO, OX or OXQmnfigurahon) 15 0. Therma-Tru Flher-C ..fi� and Smooth -Star Nominal 6&fK ;B.&quotimpapt&quot Glazed Molded 12l3lrM2 No. Yes Yes NIA opan Composite Edga Fbefgia9a-Double Door vAth « without G lazed Molded Open Sidi (I❑svNng/Outswhgi XXor OXXO Owdiigunatil 16 p. Therma-Tru Fibe,Cl.i is and Smooth-Ster Nominal Willi &quottmpact&quaf Opaque IM112022 No Yes Yes WA Composite Edge Fiberglass Single Doorwdh' Molded Open Sidelibil (Insvvngld.bs ping,' XO OX or QXXO configurmipmil - 17 q-.Therma-Tru Nbor=Classic and Smooth -Star Nominal Sill klucEmpectIllcli Opaque 12131=22 No Yes Yea NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 on 11=021 C.d. Enfm w. Gans Data -Pe dim 21112 rjj,a)_e'- on Manylix rx Centel Ealffiw B:Dcens¢. Valldat IV VoNdated Submitted PSC:Aodroyal All status ,noon ,2020 POTlncustrles Jana F{os&rphi M`.r*Dade;BCCD-cER Mreml-Dede BCCO-VAL 11119020 1626I2020 1124/2020 Approved Category: Exterior Doors (941)48&0100 (788)315.2590 S.b,Cs1.gory: Sliding Ektedar Door Assemblies )rosoi¢1ki@pgllnduatd..c - Carroll loathed; Cerllloedon Marty or U911ng om. . Quality Assurance Approved for U. Awrovell far uses : m a pestan Prgeucl Motlal. Numbill Name Product Description Contract FmIrtilon.Oat. In KvRZ outhiHVHZ Resralant. Pre�wra.. e'. SGD bsto(L'arge Mlssiielmpatt) Vlryl:6iidng Glass Door 0184Y%b21 Yes Yes Yen fill Category/Subcategory Manufacturer Product Descri tion Approval tbe Test Pressures Exp. @# 1. EXTERIOR DOORS lFiber-Classicand A. SWINGING Themi aTru Sm oath -Star (NON -IMPACT) t J FL 01.1 +67.0/- 7 0 1 1 1/20 Thlerma1 u Filer -Classic and Smooth -Star (IMPACT) FI 90468 + 7.0/%67. i psi 1213112022 ThlermaTru Fiber -Classic and Smooth -Star (IMPACT} FL 0470 +80.01-80.0 psi 1 / 11 02 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40a0f-40.0 psi 12/31/2024 PGT Series 5570 NOA 21-0205.0 +38.71-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8 00 #1105 (8X7) FL8248.3 +31,0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/ +00 #1123 (10X7) FL8248.10 +30.0/-31 psi 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 1 X7 FL8248.11 +34.4/-38. 12131/2023 D. METAL LOUVERED DRS ... Curries C�r�si�n �AA�►G1 inc 0' 7 847 Single 8 Pairs f Doors �0717 7f72 t747ranrrii gI � FL11537a1 i st NIA sere in t h ( 1 /31105 2 2 NClC)WS 2. WINDOWS A. SINGLE HUNG M1 Windom and Doors Series 185 FL17499.2 +60.0/1 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/3012025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psi 211612024 C. FIXED Mi Windovivis and Doors Series 185 FL15349.1 + 0.0/-50.0 psi 4/3/2023 PGT Series 5 520 F L243,.5 NIA 4/3012025 Da MULLION MI Windows and Doors Series 5754 FL1 353.2 N/A 12/31/2024 PGT Berms 5500 FL2 1.1 NIA 5/2612026 E. OTHER 3. PANEL WALL a ,lames Hardie Building Prod. a i i i r eP a Siding Cem lank La Siding and Ha dr lan1� L - L 2. 2 FL13192.1 F 1319 A SIDING NI' A 12131 /2023 SOFFIT B. S Alside i t Solid � 'Jet Vinyl S � S d and Vented i F L15272.1 - FL15272.2 75, 0%75.0 1 12131 202 Alpha Aluminum,Inc. Sotit and Vented Aluminum Sit FL16544 RS 5412154.2 psf 7/30/2023 C. !OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAY'MENTS Tamko (for Shingle Roo 151b Felt Underlayment FL12328 NIA 6/2912023 Pi lass USA inc. I+r Tile Roof) POLYSTiCK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Coop. Off Fridge Vents. FL1 91 .1 - FL18918a N/ 9/ /2026 Florida Metal Products, Inc 'Vent RV'10 FL21580.3 NIA 12/31/2024 nomancC�t Inc DA-4 Exahust Vent F 1 L 7202,1 + - 97, 5/ 97a5 ps 12/10/2 25 0 E. ROOFING TILES Boral Tile Vilia 900 FL7849. 7 - FL7849.28 NIA 12131/2025 Boral Tile Saxony 900 FL7849.15 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, inc. DMC 100NSt DMC 150SS, DMC 175S1 DMC 2003, DMC 5V FL17579.1 +0/-180 12131/2025 5. SHUTTERS A. STORM PANELS Global Protection Products . Galni�.ed Steel Storm Panels F L 50 6.1 - FL 15 76.2 1 7 0 N/ A 12/31 /2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 8• STRUCTURAL COMPONENTS A. 14/1/OOD CONNECTORS/ LISP Structurai Conn. see chart ,ANCHORS Simpson Strong -Tie see chart B. 'TRUSS ELATE TR e i IT'S Building Components p Truss Plates 9 - 9 9.4 FL1 99.1 FL1 9 NI 1 /31 /202 2 4 -Alpine MiTei€ Industries, Inc. Truax Plates - 5 FL2197.1 FL�17, A 1 31 / 022 21 2 LUMBER C. ENGINEEREDL M Weyerhaeuser y Rim Board, PSL LSL i B a L L4 { 52 . - L 527.5 FL8 7 1 F 5 A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 Florida Department of Business& Professional Regulation Page 1 of Building Codes arid' Standards' 1252022 Product Approval Application Detail Code Entity or f Di .Date Pandlnu. Jig Tygg Version Manufacturer Candace Engineer & License Validated By Validated SubMlded P50 Approval Aouroveld Status Revision 2020 Therma Tru Corporation Steve Jaspoi Lyndon F. Schnydt, RE Ryan J. King; P.E. 07123/2020 07JI212020 07/29Y2020 10/1312020 Approved Category: Exterior Doors (600) 1 PE-43409 (818) 76746555 9ubCategory: Swinging Exterior Door' Assembles siasperson@themlatru.co Compliance Method: Evaluation Report -from a- m Florida Registered Architect er a Licensed Florida Professional Engineer --447g-IRSProdUaC4 Qualnv Assurance Aoorovedfer Use Aoplroyedfer Use Immct gallan Sea .Product Made],Numberor Name Product Dal ptlon. Contract Exoiratlon Date in HVHZ Outside HVHZ Reelable't Pressure 1 a Thermi Fiber-C4vssio and SrroothStar Nominal 8&#39;8 &quotimpavt&quot Opaque 12131f2022 Yes "Yes Yes NIA Composite Edge Fiberglass Single Door 11"lawnglQufswing; X configuration) 2 p Themil Fiber -Classic and Smooth -Star Nominal 6&#39;88quodmpact&quak Qpaque 1213112022 Yes Yes, Yes Ni Cdrppaadtb Edga' Fiberglass Single Door*th Sidalrte(s) {Inawirg;lOutsuvmg, XQ, OX or OXO: configurations) 3' it, Therms-TruFlher-ClasaicandSmooth-Star NominaIWsi);.Q'&quotlmpaaC&quotOpaqua 12131f2tl22 Yes Yes Yes' Ni Composite Edge Fiberglass Double Door with r without Sidelines (InswingiO.foe ding XX or OXXO configurations), 4 d. Thermi Fiber-Classicand Smooth -Star Nominal 8&#39;D&quotlmpact&quot, Opaque 12131)2022. Yea. Yes Yes WA Composite Edge Fiberglass Single Door (Instdngf0ute inp; Xconriguratianl 5 e. Therme-Tru Fib-Classib-.and Srmo6i-Sisr Nominal8&#39,0 $quotlmpack&pool Opaque 12131=2 Yes, Yes. Yes NIA Composite Edge Fiberglass Single Door vath Sidelie(s) (IrtswingfOuteveng; X0, OXor OXO configurations) 6 f. Therma-Tru Fiber -Classic and. SmoolhStar Nominal 8&#3910 &quotlmpad&quot Opaque 12/3112022 Yes. Yes Yea WA Composite Edge Fiberglass Double Door vAth or without Siciel-des (Inawing/Outievving XX or OXK0 config uralans)' 7 ,g. Thermo-Tru FlBer-Classic and Smooth -Star Nominal S&#Ssi &quotimphd&quot Glazed` 1213112022 Yes: Yes: Yes NIA Composlle:Edge Fiberglass SingleDogr (InswrgfOutswini Xconfiguration) 8 h; Therms-Tru Fiber -Classic and Smooth -Star Nominal 6&#39 8 &quotlmpadt&quvt, Glazed 12/3112022 Yes Yes Yes NIA Composite Edga' Fiberglass 31ngle DOorhMtll- SSdelrte(s) {InsynnglQutswing; XO, OXar QXO' configurations) 9 I Therms Tru Fiber-Classo and Shrooth-Star Nominal8&#398&quot4rnpact&quoLGlazed. 11W1=22 Yeas; Yas. Yes NIA Coin ante Ede gill Dou his rmih.ar: Floe Doc p 9 9 WId Otes n ' n u vl or OXXO thaukS e I svd A3 Ism..n { 9 9.� confi ratlo s u n g l h, : - r Mar- Classic :S_ o h- 't o pat. - es: Yes 'es. NIA 1'D: . T errne T u Iper Cassl and nrooi Ste N minal &$#39 0. uotlrn aa$ Glazed 1213112022 Y e _ Y I &b P q Composite Edga. Fiberglass Singly Dona' (InsxuingfCuiswing; X "'Fiiguraficn) 11 k. Tharms-Tm Flber.Classic and 'Snipotfl-Star Nammal 8&#3 8',4X t;lmpact&quot Glazed 12(312022. Yea: Yes,. Yes Ni CompositeEdge Fiberglass. single Ooorwltn Sidelde(sl (Insvorgloutsmng: XO, OXor QXO configurations) 12 1,Therms Tru Fiber -Classic arid&mothSter Nominal 8&#39; 0&gvOtImpil opal Glazed 12131/2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door *I or without Sidelines (IrisMnglOutsvvia XX or OXXO configurationsl 13. m, Thermal Fiber -Classic and STnoofh-star Nominal 6=39 &quotimpad&quot Opaque 12131/2022 Yes- Yes Yes NIA Composite Edge Fiberglass Single Daor vvith &quct,Non-Impeot&quot; S(delltei (firmwrtWOubill; XO, OX or QXO corisggraf ansl 14 n. Therma-Tru Fiber-Cles le and Smmth-5tar Nominal 6&#391 &quottmpaomquot Opaque 12131/2022 Yes Yes Yes- NfA Composite Edge Fiberglass Double Doan with. &quo1;Non-Impact&quot;S1delites(IrEWn00utsvxing; =0 configuration) 15 o: Therrha-Tru Fber-Classic and Smooth-Ctar Nominal 8aMiRi 8quotlmpaGt&4uat Opaque 12)3112022. Yes 'Yes 'Yes Ni Composite Edge Fibeiglass Single Docr with &quot;Nan-Impaut&quot Sidellte{s) 18 p a,Tm "ThemRlisr•Ciaesic and Smooth=Stare Nominal Its Edge I�borgtletas c%quou DoapaqueIons) 121,31f7A22 Yes: Yes' Yes Ni &quatNon-tmped&pool; Sldelites(Ins�MngtOutsvdng; OXXO configuration) 17 q:Therri Fiber-ClassidandSmmatt Gi No.minaltr GREI&quotNon-Impact&qubt Opaque. 12131f2022 Yes Yea No NIA Composite Edge Fiberglass _Single Door (Insvirrglouts,Mni X configuratior8 18 r. Therma-Tru Fiber -Classic and: nth-St7r Nominal 8&#39;8 kwtNon-lmpai i&quot Opaque.. 1 W112022 Yes Yes No NIA Composite -.Edge Fiberglass Single Door with Sidalitia ) pnavMngroutsMiti XO, OX or OXO configurations) 19 s.Therma-Tru Fiber -Classic and. Smoofk3ta-.. Nominal 6&#Il6,quvtNon-Impad&quokbpaque 12/31/2022 Yes- Yes No NIA Composite Edga Fiberglass Doubt& Door with or without Sidelines (InsoMng1OutsiMng; XX or OXXO configurational 20 t Therma-Tiu Fiber-Classicand Srrmod Star Nominal 8&#39; 0.kw0on-I mpact&quot; Opaque 1213T=22 Yes Yes No NIA QomPose E ig-e Fiberglass Single Door (Insv N/Dutsv»ng, X configuration) 21 u. Therml Fiber -Classic and SmoothStar: Nominal W39:0 &quot Non-Impact&quot Opaque' 1 WOV2022 Yes Yea NO WA Composite Edge-Fbrglass Single DooFMth SidelRe(s) {Insv✓nglOutsv4 l XO, OX or QXO confl uratNot 0 22 v-Therma Tru Fiber-ClassicarrdSmgotY-Slab: Ngmtnel8&#99;D'&quogNon-Impad&coot; Opaqu,.. 12I31i1022. Yes yes, No NIA Door ; Campvslte-Edl Fiberglass Double v4th or vnthout Sideltes:(Insveln9;Qu swing, XX or OXXO' Configurations) ' 23 wTherma-Tru Fiber-Ciasaic and Smooth -Star Nominal 8&#3g;8&quot NOn-ImPac1&quo4Glazed IV3112022 Yes Yes No NIA Composito Edge Fiberglass Single Door '(InswnnglOutswing Xconfiguration) 24 Y. Therma-Tru Fiber -Classic and Snric i-5far Nominal Mil &quat Non-Impaot&quot 6laxed 12131121J22 Yes Yes No NIA .Composite Edge Fiberglass Single Door With - s1dallte(s) (Im,Wngl0utsWng, XOj OX or OXO.. configurations) 25 y. Therma-Tru Flpar.Classic any' -Smooth -Star Nominal 6&939;8&quat,Non-Imp2d&quo1, Glazed 12131/2W Yes Yes No NSA Composite Edge Fiberglass Doubts Dior Wtflout Sidelines (Inawlrg/0ittsvring, XX or OXXO 1213112022 Yes Yes No NIA. 12131/2022 Yes Yes No NIA 1213112022 Yes Yes No NIA configurations) Nominal 8&#39;0&quot;Non-Irnpad&quot Glazed Composite: Edge Fiberglass Single Door :0nswirglO.utsvi _ Xcahfigursion) Nohiinal 8&1S9:O&quotNorrinpad&quot Glazed Composts Edge Fiberglass Single Door wilh SideiRe(s) QnswingKXdsW ng;:XO, OX or OXC confgurahons) Nominal 8&#39i0 &quatNon- Impad8quoh Glazed Compositedg Ee Fioerglass Double Door vuth or without Sidelites (Inswingloutiwing )" OXXO:. configurations)' Florida Department of Business &Professional Regulation 11 oft Building Codes and Standards I Wait Product Approval Application Detail li Ada a Dane Peodim Data Ca&gllllyYal 7v.. Vaislan Manufacturer callEnmrrear8lrrsnsi Vdidaratlt3ie Validated submil FSC Aodroval All status R."Wri 2020 MI Windows and Doors Brent eill Luis Roberto Lcmea Steven M. Udd1, PE 10N512020 10VOI2O20 -1a11a12020 12J15F2020 Apprared Category: ExteriorDoors I TI 71305-3300 PE-a251-0 - -- (717) 317�8454 "Categary: Sliding: Exterior Door Assembles bsillnger�muvd.aom 00miall Method: Evaluation Report fronts, Flodde-Registered Ardhitant or a'.Ucansed Florida Professional Engineer - ...; pualltY iyaauranoe AparowtligrUSeF Aaarovedior Use �iii i. tmpaet ...y., Vestal$ e - _ 0 0 Product Model Number Name, era Product Desoli Contract E%olralian Dare n . Z outside HVHZ Resistant Pressure T: 'SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUMSOD OXO 12i3112024 No Yea No N/A 145-314&qu0tx808quoi; NON -REINFORCED 2 ERIES. M U Si4 S 420 ALU dv M C I UM SGDOXXO 2131 SERIES 2 ALUMN .XX 1 2024 No Yes a No N JA S6&qud;x80&quo1;.NON REINFORCED 3 ;SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12/312024 No Yes. No NIA. 145.3f4&quohxaS&quot 4- SERIES 420ALU,MINUM SOD REINFORCED SERIES 410 ALUMINUM SOD REINFORCED OX. 'IM112024 No Yes. No WA XC, XX e8&qugt;xMquota 5 SERIES 420ALUMINUM.SOD REINFORCED - SERIES 420 ALUMINUM SOD REINFORCED:XXX 121312024 No Yes No. WA 143&quoFx9e&quoh Florida Department of Business &-professional Regulation Pagr 1 d2 Building Codes and Standards 1192021 Product Approval Application Detail Code �_ Eml1v or Babe ffie Data P.m- Pffis Y` ntlfddturer CaMbCS >:� max&Dcense Valldated ev 1 Valltlatee Sfdm ttss Fao Approval Anprovee F"-.iorl 2020 wone-Da&on, a tisron or Ovemeaa Door Dvveyne Kornish John E. Scales Jeff"P. Ames.. P.E. 1DI12IM20 Og129t2020 1023)2020. IV1612020 Approved corporation (330)763-8121-PE3e737 (94)821-5200 Cal- Exterior Doors dkomish�waymi-daitgn.c SuhCategery: eactil l Exterior Door Assembles am Compliance Memotl: Evaluation Report "am a Fiodoa'Regiatersd Archneotor a Licensed Florida Professional Endneer 0-116 Assurance Aompvad for U, Apmuvad for use bruslag. Design Sag#. Product Model,Numberor Name Product DescrlWon Lomract Exolratlon Dale. In HVHZ outside HVHZ Rosar Ot: pLoitme 3 8000/810OI8260 #1105: 9&#39- Max n4dth. 14392E Max height Gleztng 121312023 PJa' Yes Yes .+3100A35.00 availabfeinto ortntemnetllatesctlan. 1Q; 8000/890010200#1123 16d#38 Max width. 141 Max halght Glazing. 121312023.. Na Yes Yes +3040i 335Q available In top or atemladiate soolon 11 8000010018200,$1124 1156#311Ma: width; 14M9 Maxhelgm, Glazing IV312023 No Yes Yes *344018.30' available In top orinax" iafa:section. guallw Assurance- Aaprovedforl Avol for We Impact RM San.#.. Prpduat'Modal Numher or Nama Praduct Description Contract E%brratlbn Date. In HVHZ. outsrdg HVHZ. Resistant EME n SOr 707'; TZ7, 74i 757 `7i7, end 847.Single and pass at Flaah, Gleaetl, and Lowered single and palm of 12 iat)25 Yes Iraq Yes :NIA Doors hollow metal doors:. Tvoe -V, -lon Manurecturi r. RNvan ZD20 MI NfInd0i and Doors Cotagor lMndotva Suboatogory: siriglo:Hong comPllanoa Helped:-0er3lfieafldn Mark or Listing $-A :Product Model. Number at Name 2 9058H Florida Department of Business &Professional Regulation Building Codes end Standards Brantsolkil American Architectural Seven M, Undri PE 1VIV2020 I IMt &20 112V2020 App (7171361 Manufacturers:Assoprombn (T17)317-B454. ps&Nngar�mi,vq.dam Qual Assurance Auarbyad far Usa Jk,,rdyaafor Von Initial DeSibn Protluct. Uesoretlon Cam rest Expiration Data Inl outNde,HYHZ Resistant :Pressure.. 52x72 FINFlel From, IGISG So& Hung, 10(0&2023, No Yes No. +60f-60 Leminanod Glass - Page l vr2 f6r2021 net. Pending net. FBC:'Approyal Aaaroved Will rood CU CU to Cu 2 .�. U L CU ca. 0 .� cu W 0Cn ^1'' CL CU U O cu Cn O W O Ca p 5 .� Cn .^ -0 E /1 ^' CU Q /r/��. Z Z W J wv K 04 ca 41% CIA 1' k " A y Q N aC5 � N a) t� iA rrai�n, f� ��W• V C13 O 0 Q L U 0 L W U m O W W Z Z Q J SHEET NO. PA 1.0. I -lil (L) W = I I I -ffi (3) -N-0 Florida Departinnent of Rusirress i$ Pirofe,ssonial Regulation I I Page 6 oIB Florida Dapa ill ent of Business ii Professional Rog w la tion poijol 01 Florida Depaitmert of Business & Plofassicnal Regulation Palo I off Florida Department of Business & Professional Regulation I Fogel .rz 0 -0 > Building Codes and Standards , � 1 O&Dnl Eluding Cod6send-Siardards ir4iol Building Codes and,511andards I �A-021 Building Ovdigaarid Standards i r1621 = 2 A-# =3 Product Approval Application Detail Product Approval A Ifeardown Detail Product Approval Applicallith Dietall Product Approval Application Detail 2 C -o I . - ____ a) 0- 0 (1) I C:L 0 L_ I 1 ;I ;ill I I III Iiiii;:Lllillll"IILIVI��; i I l I i X i Nounins! I l I I a Cc* 1 1; !I I Stall ill ��� L 190. A&A pats Pandina Dal I amaiRinoorAminam Ill 1 11111111111111111111��� Cod. L Entity dr� I 1 ENNOMM I I 0 EMENNUMMEM Dal Pill pah, Parating &.It = co -0 a- - . a) an F-fift 9 pa Date 01*Plitnolina 20 . I= Version Manufacturer Contact Frualturer & ucemps validated By Validated Submitted rsd Approval Aintrovied stal --- - - --- I code anal or 090 Dal Ectle Pending Date Reaki- 2020 Thal Corporal Sboya.J.spimeon Ryan J. King., P.E. Lyndon F Schmidt RE 10107P2021 owlapD21 l0l"13129M 12J1512021 Apfor-lad 'Na Illaelon - Ifiamidocturer ll�gflw bridinser & ijoares, . Validated Submitted Foomilprovel Approved m4l TVM vanum , , Manufacturer Carl F-Inuoura Licialial validated EN Valid*. Submitted FIRCA-Pulval A,"v,d state. iia Vlorcits, Manufacturer I Carl romfire.&U-1 y2lilialual validated Submitted FBCAWPI Approved Status a ..I..., (D 0 * U) -lill Category: Extal Colors (800) 843-7M PF-434ogL (Bl3)767-8555 Affirmatim ZD20 PGTIrralUsided done Rosohl Wilurril-Dowde SCC0 �CER y1firof-Dade BCCC, -VAL I Vol ii,I)SI 1-itl APP101A Reveal 2020 MI Wndm* afid Doom BrentSittroger AmencanArchitectural Stown 14 Urldl I 10/00== 105015nol lival Appirtload Full 2026 MT Wirdossiand Door. Ruent signal Arnerican AoWilectural Steven M. Mich. PE I V=2020 llf=2020 lir2WO20 Approved = I -CU , Fn 1 SubCatorgionc. ShRingirg F�btrior Door Aeoternblioli ejaspersorogthermalrit.oc, CahRQuhV�Wpdo­ (941) 485-0100 (Tall 3i6-2590 Category' . WhdDWS SuloCaudii. RaboorstalSid. J -r)r3jr-8454 CT17) 385-33DO Muroulatture-aAssocial (71 befiUrgaromard- Category. Windows subcategory: Fixed (717) 39-3300 Manufacturers; Assip;button (717)317.84fl4 hadthgor-CmIlvd- = (D -0 0 Compliance Method: Evaluation Roportfrome . oubCoftli"rLearasitijiu] Carifflicatton using ji-colowsHMpondupiall - Compliance Morthod: CoulUflocalon il or Listing Complian. Method; CI-6. Mark vir Lating -0 Florida Registered Architect cra Licensed Florida Cornplutrace Matill MI or - I 1. . . 11 1 I ­ - L' : I I � I - L - , " - - I . I � - - 1- I - I I I 1, - I I I _a = I O - = Profoutional Engineer 4 ' ­ -, --- -, __ ­ � � __ : � � ��_,_ "', - L, � - ' � L "I - �,11'11. ­­'­ L I L � 12 __ � �� , , - 1. I -11 , 4 i 1, I 'L ­�­_`­_�7�" �� Li� _L � ' �', "_ '' -, _ I - 11 �, - I � I _ fljjoal ­ _ , L __ _' C L ` ��_ �__ I I � � i L I __"�,:,:� I I I - i�_- _ ___, ,r, , I ��­', L , I I � I " - 7 " I � - I I I I � _1 ­­ ­� I I I � I I - �� ,_1 11 I I . - - � � :. �, I L, I - - ,L I I - ,�_ I � � _ tell __ �­ � �� , �_ -1 , '� L - ­ - � ii=� __', 4400iiI I - I - I I L I L I - - ­­ - , . L 11 . I I I � , --,: " � L -_ , � I � L I : � ,�', �, i_ -,: , L L r I L .1 I I � ,� � ' _ I I _ ­­ I I I I - -1 �., L - - " (D - � __ �L _ _- : - ' _ _ ,R`t�orojd -, :L -1�i__ � 1 �, ,� � _ � � � . I -1 , , - ­, '__­ .L,� ,�-,`,-- n�­L--,_ I . I I I . - I . I - - : I 1, - � � 1, i'L � I I I I � ­ , I I I I ,,- � _` - I � - - - li: 1 i , Ir , ,, I I 11 I I I - I- �- I f I - iligglocia � �Z L L L I I :�'A_,_ � � -_ rL - . L' i I I _ _L , I _ __ � I �:� -- L_ I , � , ] L - _� , - - , _, , L_ - � , -i `-, , �, a L 'i � ' , - -, : I - _ , L , � . . - ,_�i , ,n� , - - .�� ­1 �, , . , L ", L L I - , �� ' ' I I I 2'� � � L'; I I I "I I I 1� -1 _ , L s 1, - I I . - - I - - - -1, -. ' -_ L - , 1 - - , , � �, I ­ ­ -1 I � . . I I L I I - -_ - � I L I L ' I I - , �. Avorrosh,dicarthoa I � lelleact I I I I I - I Deal I � � - , I I - - 11 L-: I - . L I I I I � Casimir Aesureasse -1 �_ - - - A��dforUs�: Awl for Use loncoot turskin 0 3L q 0 3: ­ �:, _1 I , . I - I I I i �1 ,� - I , I 2 I I ­, - I 11 I I L L � I I ­­ I .11, - _::, t � , I ­ � L : �, 11 , Coal A,,-.* Amonalfaijua. 'an.,g"41g,iju kU.& E)-im Quality Assural Agarovecif"Use 151,301 Produ(trilodol. NianIter or N� in HVKZ Outside HVHZ Reallerant Pressure = 4fikallIvAssurarice Ationivard thorLISS Apom-ad for use [Myatt QIWU Soo,# Product Model Number or Illaine Product Deshiludon I Date In HWZ Qualcle HVHZ R"lStOr4 PlIttal sea#- Product Mcol harbor or "am, Contract E-11.1figgLal in HV14Z D,W0 HVHZ Resistant Frassunt ,Y. O LL - se" Product Model Numberor Nam Product Description Contract Explirationoote In KVHZ Outside HVHZ Resistant Pressure 2 aH5500 (ILarge 1,11I Import) Vhyl ells9l. RungWholk�, 07t3ol If., Yes yed NJA i HIS IM Ph and Plereas F-. 73k62 I naulated Gawa 0I W024 Nor Y. N. �W-55 1 iii low 73.12 InedoW Class 00340I He No .W(u) C M = CD I a. Thermal FiberwCal and amooth-Star Nominal W39.8 8quor,Non-Impac1&qVotLcpzqUe 12J31f2= , single lid Yes No NIP, 4- Composite Edge Fiberglass Doo r �(ourfigurabon) U) -0 2 b. Therma-Tru FlItuer-Claill andSmooth-Star (InshvinsfoutorAng: , NomIna 6&#Sg;s &quct.,Non_IMp­f&q.Ql opaque 1;jsi/202� No yes No MIA, . - E 2 carnroadeLlEage Fiberglass Single, Doorwith G) L_ a) o it s�iha(i) (fosWhbtOut�vA'ng;)�b,'!�;Xbr,'OXO C/) _"l CD_ I f, Cf) 1E 0 CU 3 0. TKathil Fither-ClAsall, And Shrooffil co g-ficn.) Nominal s&#39jS &qUot:Ndll-l�Pa.t8�q.pt,C,PL2qu�r 1213112022 No Yes No NJA ill n o- M Fiberglass Composita Edge. double becur \4th or � - = I < ,Afthout Sidelfites ([nsafrV1CutiAaPg4)9 0r=0 -0 . - configiuradficul 1 4 d. Therma-Tru Fiber-Clil and Smcrath�Stov Nominal 76M;U &qupt;Non-1mpaotAquot; Opaque 1261=2 No Yes No NJA Composite Edge Fiberglass Slinglis,Docer (PaWngfOutsoMing: X olonrliguration) 5 a Thermo-Tru Fibusar-Clal and Smooth -Star Nominal 7&#39, 0 &qubfNbn­IrPpaot&ql opol 12J3112022 No Yes No NtA Composite Edge Fiberglass Singfe0opir vath adelitill (insyAngtOublorlifil XO, OX a Cil 6 f. Thermal-Tru FlIbler-Classio and Smacth-Star configurations) Nominal 8&#39;0 &quol mracucul bloaclus 121BU2022 No Yet, No NI Florida Department of Bvieness & Professional Regulation Foe. I .it Florida Department of Business & Professional Regulation Paga 1 bit Florida Department of Business & Professional Regulation Page I of I 1 Compostal Edge Fiberglass Single Door Building Codes arid Standards Vell2til Building codes and Standards I F42M I Building Codes grid Standards 1,11=1 (InoWng/Outsvilisgi; X configuration) 7 2. Thouttual Fibo,Ckal and Smooth-51our Nominal 1I &quotNpn­Irnpwt&qI4cl; Opal 1251r2022 Composite Edge FibourgloseSingle, Own-Ath No yes NO NA Product Approval Applicaffort Detail Product Approval Appilicat -ran Detall Product Approval Applicaffor) Detall Sidelite(a) 0noavrgfj0Vbr�Mn0;,X0 CXL0, OXO . I I -1:1I: 92WATAVEMEMM IMEEMWAVAmmi I i I I I i MENESINUMEM 1, i l, offsamRVAIRNEM I I 1 1 I 1 I - configurations) 11 8 h. Thermal Fibor�Clooeasic and Smoorth-Sair Nominal 89#39o&qU4NVh-IlPPa0Al opaque 12/$V2022 NO Yes No NIA iiiijimillillillillwAlkillielillifillm 1111M IFAMM sm rii�� 1: !Ili!!! ... -_ -_ : I moluomNAMEM , Composite Edge Fiberglass Double Doorwth or 91" r-I 0 9112 2" ,"O paindingi 9A - Ell - net- [)at. ". pandno Date izlaft - big We Daps Pooll go," 4 Without Slilitiftes, (I howlng�Odlslimg; XX Or OXXQ 1"_ Verroon Mauslifiosturor L 'Contact retrial 9 License vadated lay va)(datell automated FSC Aearool Atonal 11211a T­ Vera, Man,fournwPor ,cot Endril Llearil va4it�4 LN Yradidolled tarmittsai `0C Ayl Atowusee All 7y 0. y4nalor, Manufacturer , Corl MrIghl a U005 Validated lav Valliblood submil 178CApbroyal Aprinyviall Status I 9 1. Thermol-Tru Filoor,01all and Smicuoth-stIar Wnigiuretlel Nominal 6403�)�8�&quot:kon-Imp.���u6t,,G,Wa4 lVa'10022 No yes No NIA Affurrl 2020 PSTIndustril jap. Rost.-W manill,oluk, RCCD - I'l Mardl-Dal BCCO - VAL I I 1)35=20 I 1 J%V2 W 1 0 11/lV2020 Apoll lto�Aal =20 lillWirkda"eard Doe, grant all We R I-.,! Ps vol M, Llrilqh. P5 100120Z %l I J45ilgi�Zp2l) IW512001 , ,od Apl Affirl 2020 PGT Industries Jaurs Roatoinal Mlemil-Doof dRCCD_Ceg Mianul-Daddi BCCO -VAL 1 IW2020 ilPW020 III Amproved composite, Edge Fiberglass Single Do& , CahuQ4ry:,,Wrddl L (0413480-0iM I '(78a) 315.�%a � . , quiegually-1 wil k717) 3,65��300, Pl (7171317,4454, ' � CittergeoWnylandears (W)4013­0101) (7alli)3i5,2590 . (Irwaritoaputl X borifiguratitk), fthl_tallic'r. 50c.d irosovAldipg1rudweldelao 4,1bCatogl Wall baltlno"OLMI�"Lo" SubC`Rhugury� Mulliors I jrcelowedQ09dralusuriesc I IQ J. Therml Fiber-Clasul Smooth -Star � No�nha(b&#39;8&�uotNo�Imp,�cmquot,r.12--d 12,31�2022 CompolaltI6 Edge FlIslogjaral Singill opal 4h Sidalitil (I neWtigiOutal kb ox;. ol NO Yea No NIA Compflon.ifthuthal Codit-t1oh Monte, Laoing � , - � , ` �, - � `1_1`1�__' '� lkl`!'51�1_ I -JI-lill ­` " '�l ' ' , , - 'i­", 7�1 -111,11, $2 �lo _ I l:�, �, ",I - , "I'll", :`:__'­ I V;��, � I I om q �,�� �!,�,�,,i", `­,, ""', ,r,,�,t,,',�,, ,,�-,,�',,,,,,,,�,,,,',�,�;".,.I ',,�: ; �, �, , I , I � , , , , "'.1" � , � ,,, "'�� ,� r. " ", - ,, - � , �: - " ,- , , 11 - � � , , - ��,� �i � � " �", tf -, , 1��� I , � " , " �",� i, ,_� I, _,�Z �,� ,,- I I:, , ' ' �'� - � , , , " �� - , "' �, , , ,,, ­' , ,i�­ � ", __ ... _ , � 1 � , �, " � �,i '­: � � "," :�,Ii'.�_',�,Z , - " ""' � : , "", , '�_, - ' � ; __ -, r - , I Compliance Method: eValuallon Rvitout frol Florkle, RogifistoredlAr,thlb,&f.ra 11lored Florida professional Enginellus - Corn union. Method! Callifteati-Walk or Lacing � , , , - , -, � 1"', 1, ," I � - �, i ,1,1_1� , , 1 _� " �,,�,�'ll"��""I'l-�I'lli-�ll-� � I '11,;`"`�'11 � � I , i': - lds� I r 11 p, I � v�, ,'i­,�` C " � 1i 11 I 1 � � , , I , i 11 � - - � � �', M, �-": orn 'i �­" i , , " � :i , , -1, I " , ",, � � .. . ��­,,., -,i',,,, ",,I,r , , "" , � , , , , , " : � ,, '. � , , pll�"" - I �1� �, � ,1 "I A �� "" 1, ­_� , - ii , � � L��', ­ I , - 1.11" � �i� I , � , , " � , , � , ,� � , 2 - .r. � , i� �, �, �1'11 I I � , , . � ,_ , 11 � I I I � - , ", , I , I � I I 1i I " 1'1� - I , �,� - - , !: �� � i) , ;1 _11'z 11'� 11_ ILI I e, """ 1, ��,,�, � I I ." - �; , I ," , , "'i�,�, ; ­,,�, � 4 �" , ! `�� I , , -11, 1­ ,�,,, , i��,,, � �, �',' , ... � 4", , i �� I Z ,� " � , �­ ;i , � ! � �� "', I ", �11'1 � " , � �, I 11 I k Thermal Fiber-Cial and Smootth,81ar configurations) Nominal M#39:8 &quotNoull inpactl3quot Glazed 1213112022 No yes No NIA j, 11 I I 1 I �, -` , - , , � L " �� , , , ,-, z I I - , , I'll 'L � - " , " � I ,� � , � � - '' Qualifv�uwnsoca , , ,, ", , - , - � " i �J , - , " , A-Pol,lud4l Apar,ovedforthist , � , , � - ,� �� ,� , " inusact Deal � its I � � � ­�,�- � 11 I �1� ��, - ,� 1- � -, � 1_1�', . . _', � 1 -I � " I , , ___ - --- �,, � , , , , 11- -­`� I- __'11 . I - *4i� " , , , I , ', __� , o . � � __ " " _ I 11, � 11 " '�, , , i ''I , I , , , , I ", " � � � � : ; , , I �� :,� ; , : � . . .... - � , 1, - --, � 4, : ,_ il - , ' �'' r� , - - , � � ,, � ,,, _,� __ � _ _ �, - 1� � ­ , � " , , , 1, i,�­ - % , __ �� � I ,� ,,, � � , - � , - � I - - , "-"- " , � , _ "" �� , �­ `- i" -,- �, - - ,,, � � , � .... .. .. I �T ", , I - - , I � , -, - - I J �1` , , � , � , � I � I" I ::� -, - I - I � � _,�, - _��' I , I 1, , -, , " , , 1, , ,: i , I � �, I - ,, ,��­,', I � I "I i � r - I I � 11 I i - ­11­ I � �, I I I'll . - __ � 11 , - Name .1 I I �� I .11 I , I , -, , - , Dull A-unionco loacbroollpri . I , I _ I I Accrual for Use Alsonaaadfrol Ilmd Deal HVHZ outside HVH I Z Composite Edge Fiberglass Double, Dool or Sl Product Model. Number or No, Prooluct Do,orludon Control amirall P cot, in HVII oululd, HIM R'sillstool Proal T, ­1 I I I " I , - ,- I- I � � , - . ber 3049 Product Model. Number or Pro" Vorcerful Cignaniat Doe In Resistant Proucaur, Wilmot Scalfters.i(InevrilingfOultalAng;, XX or OY,KO 5 PWl tLiul Missile lirplel ulhp� Fic,c] Ofti,do. 04.0tol Y_ Y.R Yea MIA Well Assurance Averrovardforuse A��,t was Inuact Carol I Wallions farAll Colors andWindl Aluminum WIlions D51P6,20213 Yet _Y`ca Yes MIA 12 1. Themus-Tou Fiber-Chel and Smool configulatt Nominal 7&#39;0 9quotKon-Impaitillcluct. Gtaxed 12J3112022 No Yal No NA San# 2 Product Model. buturobar - No- 5784 product boundaries Contract E,Dirdi- Vatis Witical Aluminum M.19a. lMlol in HvH , Me outside HvM Yes, R,W,t,,,t yes prossunt WA Compol Edge Fibianalsops Single Door onswgiCutswirol X configuration) 13 .. Theml Filloor-Closel and Snapoth-St. - . Nominal 7&938D4u.tN.n_I.ppo1,&qul Glazed 12131= Nlo Yes No NIA Composite Edge Fibe%litars, Single Door ,vilth SidalikR(s) otheavinglOtdov,ing; XO: CXor CX0 configurations) 14 0. Thamrsil Fibar-Chask, and Smooth�Shzr Nominal 8&AI &cluothlon-Iniluatiratiul Glazed 1��V2022 NO yes No NIA Z Composite EigiaFliplarglati; Singkil .,X configuration) (Ims"ing"CLZO 15 D. Thermal Fllozr,-Cbs�k, and 5moddr-Star Ning Nominal 8� :0�1kiquipt.Nort-I rnp5otUudL,'GIazaRc1 12131 12022 No, yes No NIA I � Composite Edge Pilbergass8ingle Door Wth . I Sidialike(s) lineuring/06hpuiI OX,or CX0 Florida Department of Business & Professional Regulation page i yri Florida Department of aulSinkal & Professional Regulation Ill ZV2 Florida Department of Bgslruass.& Professional Regulation Page 1 of I 16 p. thermal Fiber-Claulaull, and'�3mcwtlll cotrigUratknial . Nomhal 5&#3a0&quot;NDP-Impzudaqul Glazed 1=1J2022 NO Yes No NfA I I I Building Codes B had Sta Wall I *2021 Bui Idi ng Codwswid,Sta rude rd , 1002021 Building Codel Standards I IM12021 Composite Edge Fiberglass doublial , � , 60e Win or Without Sidelites (Psvllfngildutl;�ing�, )3t,of dXX0 ProductApprovai Application Detail Product Approval A ricattlon Detail Product APPrOval Application Detall w cordigiprations) I -PP 17 q. Thermal Fiber-Oassu, and 5moutll Nomhaf 5ag39,,B,&quat:N6n-Impeit.t&quut; Opaque, 12131 =2 No Y as No NIA ill 111111,111111 l :MEFAMMMRVMNNNNNENBM I . 11 I I I .1, - mom::: I !all I iiiii,ii, III 11 l onemosLum I 11 ,I ,I I ill I =!III! 1I 11 I n I I I I I I I =I !I i i i I m � I Composite rl Fiberglass Single boll Wth Transom (I nexeli P91Wsyloing; CA ol piston) Ill I ill coss, Entity - PA% Date Col Pending an Col. Entity Dad" jjw-. Data I Vat" 18 r. Therml Fiber-Clall and Snootith-Stair Nominal 68-#39;8AquotNon-Impprc*ul Opaque 12131 =22 No Yes NO NIA , Code antiv p Data Date 9M Pending oats Composite Edge FifutirgleausSingas Desp-Affi Sidellitul and T,ePc.m �InsvalnglW-Ang OIXC�. Of= .l configurational T­ Val rlt,�A.I.n 2(l Manufacturer Join. Hartle awidl Product. lim Cartel Emol"aurr a Lt.-. Validated Bar Chad Dar0a V. Andrew Too John Southand, P.E. � validated sudes"Ifittlad HICAn-val 01/aIIIII202i 42`1412M OV0842021 Abormord Status do FRCAPI . 19 , 13120. Weal . Fallskon 2020 Morturf"Isurs, Alsid. Correct Ends- a License wAltdoted as Nick Trump- Lyndon F� Sethinkit. P.E., Ryon J, King, P.F Validated Submitted OW15=21 ,015=21 FBC Arioloval 02UM021 Pearl 00312a2l stol- Approved Tees, yonion Manufacturer Ffevskin 2020 GAF Contact giffilautor I Wconle, Validalod By Mich Rol StIVIN Rol reemilren John W. il ... ll PE Validated -Saiturnitted PSCAourecral Approved status 092621)20 blIVU21320 10i7mazo 12116(2020 Approved 19 a Therma-Tru Fber-Classic and Smoot6m,Staar - I Nominal 6&iBg�8&qUc,tNQn-firi;5�.%Oaquat 0 clue, 1213112022 I pa No Yes No NIA cawillorl Panel wails (909) 545-0359 PE-61602 (152) MY-252a cataill F.R.1 Wells il 922�Xag PE-43409 Isla) ?H7�6555 CARgainin Rooling (400) 7WZ411 PE-59166 (D54)772-1i'224 , I I . Composite Edg a Fiberg lass Single Dow vvith Sub(at"ory'. selling ch.d.dIareu�liaPaRhwd1 Subcategory; Sol riffichimplion(infloide.con SubCalogarr. Aspholt5hingful mstioh@gaf.com mi Sidelite(s) (Insavisfoutsol X0, GX or OXO Copritillance Method: Evaluation Reportrion) a - Compliance Method! Evaluation Report from a Compliance Method: Eyetuallch, RIspert frora a Continuous Head and Sill cocirfigiorrations) Maids, Registered Arch had or V Licensed Honda Florida Registered Aralribect or a Licanseed Florida Flordo Regista" Architect a a Located Floods 20 t Thimmo-Tru Rher-Classic and Srnpoth�Staur Nominall 8&93BG MUCCIM-P7P"I'lactiallutrill Cle"We 121I No Yes No NJA Proftsaloral EPgres, I professional Enturoter professional Engirl Composite Edge Fiberglass Single Doar,sith scadifl firaWnWiCrucaveing X0, OX or OXO . � I . . I , ,irW,10gk;giL I I 11 I � __ � ..- __ - ' __ - .1 ' 7.. - I 11 r r � I .:i � ,:, I _', ­__ I �_ ��, , ­ � �, I- I - . I � - I I I . I I- I— I ­ I . , � I I . � I - - ", - � ''. , , �__ - . I I :, I � � , � � , . I , � - I I - 7 , , I : I I -1 - - , �­ � ; , 0,� � , I , ,,� I , , , , , , , , � � .1 I � I .- - � . 11 I - � � � i- ��, � . . . , , - ­- ­ - -�, - - ,� � , �'� , , -, -, � , �� i ii ��, , � ,, , __ _ - - I 11 I I I I I � " , � , - I � I -1 , , I , I- . I ,i � ,, I I I I , , 4;rieint�ltli�ulliiagja ­1 - I I I � 'L I . -,. - - � � I - I I - - -_ , - , ' - ,__� - -- � :'� , _r ,',.,, ,��_- � _-- , � :� I - I I 11 I -­­ ­-- �-_ ; � -, ,1 , , � � � - I I I , : 11 :� , , , , � � I ., � � , , �� � , I � - . � " - _ , I - : I , , ,: � ,`­�� "I I - . I � � , : : ­1 �, I �� ,. - % , " �,� . r ' - - -�,� _��?,,_��'�"_­', - 1, - _ � �_, 1, ­_ " �­ � �, ��, �_ I , ��� , � , , ,"_-, , - ,�, �� _-, '�­ 11 I - �'. - , - ,; � , 7�� �, , %:_ � . , :1 -- - .� , , . C'�� L 11 I ,� , _ ,, , , ­, �� - I � , - -11, �,::�,� I - ,� � ,­ 1. - I ­ 1-1 ­ '' - ,� �_, _� ­._-Iz�, ­ -_ �4" I , cil � ,- - , - - -1 - ­ ; I I 1i I �Z�,�­ _ - � . I I I � I -_ ,- I I �­ I - , - � --'- " I - I , , 1i - , I I 11 I � : �1- _, I: - - - - - " � ­ I 11 � i "I - I , I � I � - � - �_-, I , I - - - - , I - I -1 �"_ I I 1. - I , 1-1- � I 11 - 1 ,; I 11 I I - � I __�, - " - - , , - � I �_ , I 1, I I 11 � -1 I I , I - - ��7",_�_ - , I - -- I Continuous Head and Sill configurations) , I , Quality Assaltal , I Approvedill Antererved for Us. tium Design .1 �� . - _11­1111- -_ I I . . , Ousit, A-.. ,� � Appor"ildil Acquir-liforl4w wull Deal QW(fty Assurance Awtor"41ortals 6ga22ItjLq_jI Imol 21ft 21 u. Therml Fiber-Clasul unit SmootNIStar Nominal SUIBI ficill Non -I inoscI&Iquat Glazed 12J8112= No Yes No NJA 8909 Product Model, Number or Man% Product,tooCrijul contral Kruallination wo, Ili HVHZ outside HVHZ Resistor# Pro"urg all Product Metal Number., No- Product closarlatoll Coneral Expiration Data in HvHz outside Hl Its.katerst Postal a-# Product Model. Number ., Hunts Product Ithuserietiorn InI wal fly Reslotal Portal Composite Edge Fftoarglas� Single Doormoth sculaillal (Inswirwoulsamnl I Wo I Cempank Ltp Siding - fiter-carroul laip .iI lWMJ2023 Yet Ys. iki,� MIA I la� &quQt�lrral Wait Vent or Sl Vinyl Sol 1 W31 P023 NO yes No MiA 1 GAFAsphrut ftor Shingles rltaorgl I hooll 3-too, arransted, 5-trup and 12116=2 No Yet MIA WA Continuous Head and Sill configurations) 2 Her-dol'ank Loip Rdirig 111ber-oarl lip.ldfl =0023, Yes yal il N�A 2, to, &QuctAltionce, T411,quot;Sollit V.pt or Sold Vlryl Seeing 1 zill Q023 Poo yes No WA hilurldger asphalt ,hiriples, 22 v. Thermil Fiber-Classioand,8nnooth-aar N01minal Ball &quqt;N 1 W112022 , , on-Irripablaquot Glazed No Yes No N)A 3 , , c. Ulluot0reen brar vintage bkeidedu%ftog� Soft I Vent or SI Vinyl scolit lWln023 IN, to$ No WA Composite! Edge Fiberglass Single Dol 4 lo'll,truct.'asil Soft Vent or Sold Vinyl Safe 121til,2023 No Yes No MIA seleilibial (PeWngt6uttroiril ox cull 5 a. &qud;TrarhurCRkAqul SdMt vall Sold Vul $I l2r3l,2023 N. yes No KJA ""*' I n w. Thermal rl ber�Clasl and Smoocrin-Slar Continuous Head and Sill configurations) . Nominal 6&ril &cjuotNoh-IP1paof&q1ot opaque 121I I No Yes No NIA 0 f,Aq.pt�S,,",Sp.Pl S.I Vent or Solic Vinyl Soffit 121SU2023, No Yea No MIA Composite, Edge Fiberglass Door Panel Vented Sid-litau(s) (riavvingloull X.X,)6ilX or X)ft Ill configurations) 24 K Therwal Fiber -Classic, arid SmoothizStar NomirutiBU39I &quctNoj-Impad&q No Yes No N/A � I I upit.0paque 121I I , , SiderCorp code Edge Fiberglass Door PanekRAth Vented k A )OIX to(s) , Onottinuf0uhavrifil I w)O= configilunall I 25 y. Thermal FicerZiatualciand'Stroothl Mom nal 69#39�8 Aquod;Non-Irrij,adall Glazed 12f3l/2022 No Yes No NfA a Com=tus Edge FlIcargloseCol Plinel" vifth Vanted Sidelife(s) onsluinglO.bavlarl , ftior)= Flodda Department of Business & Professional Regulaijon Pate I off Florida Department,of Business & Professional Regulation Paill. I art Florida Department of Business & Ptofessiop2l Regulation . Page, l art I = configurations) Building Codes and -Standards IOVM21 Building Codes and Standards trail Building Coides and Standards trail .E 26 2. Therma-Tru Ficer-Ciarauk, and Smooth -Star . Nominal 8W39;0 &quot;pIon-I mplact9quot; Glazed 1213112022 No Yes No N/A " -= = Composite Edge Fibefokfillol P2nallovoltin Vented Scallital linindinglCutsaving: XY XYX cor XXXX . Product Approval Application Detail Product Approval Application Detail Product Approval Application Data i (D 1= :... LAJ 27 za.Therma-Tru Fiber-Ciassicand Smocith-Star configurations) Nomiml)lMg;$&quct*,Non-ImpaGt&qtrot Glazed 121311= No Yes No NA I-- 10 E = c= CL. � - ____.__­_.__._____.­ ____.­.______­_._ I I! I i I 1 I I 1 I I I I i I imill�� I l 1 I, I Composite Edge FibergleroaSingle.Dooll 38#39;1) 1111111111111=1111 !ill !� Ilis , I I INNEEMENSIM I 1 I I I WMEMSENESOM IMMINNERISINEW In C3 11 r- = 11"ll, Sd.]W&) (Inswrifychitsviling. = OX a OXO Cod. Calibr, &ILI kgA., Des Poindna AU Cod. Entity or Data Data pate Pending Pkt - Sol or Dole Data Da, Pondruto We cc W 414 25 z1b, Themil FlIber-Clasak, arid Smooth -star ne) =#39�8 al Nch-Impa(A9A..t,GI.l 1=112022 No yets NO NJA Two. Version manufacturer Conduct Onalropor 4 Li,_Rardo Validated Be I Wildered subarritied Fill Acrow-fol Allurrow 2" 111A V"or, Math,racturar Contact Short, ... & Licare. voodlihad By vollikato Sarni 1`13CAWroval Aill,mv. SW,s lViols version Mosinuffaidurour Cooled aughiso, al Lic.na. Validated fair venereal Subarflited PEC Aporeal Approval sat- -I Co ;0< = W- all Composite Edge Fiberglass DOW.Dclol RoOmen 2 5to TWO Building Produels LLc 11-11 Kord Wool Robert Nlerrurkar; John W. anal ,PE luplwow 0,929= 11I 12116M20 Approved R.I 44 L.V Tramp". Inc. the Thompson Architectural I TorryClurielm@P Zachal R_ Pit"t Stal 14. urch, PE , � 09117=20 (rallwom 1W2=02t) I 12115'l Approl Rol "I Rol Metail Products Inc, I I hiflitJonas James L, Sacker REO ,at M. UNch. PE C _ c,elin 09)?Tlow itBawom 10i0l 12rief,2a2o Ap , proved . M II %_ Wl 81dolites �Irfiwefn ut�41ng� 0I 1 610 i ,I) Category: Flooding , 017) 924,0644 F'E-tolss f9154)?72�e44 � I I . Mel Company (TAMC 01 (81 llO 2413-3416 *74071 (717) 317'-$04' I coullow Rooll (904) 783-WO C 13LJCK Ecullinool (71 i) 311-8454 1= 4-4 .= 2P Zo, Thermal Fiber Classic arid i5mooth'81ber configuration) Nominal WNW�Q 8,qVptNon.jmpRu,t8,jqpob Glazed 12IB112022 No Yes No NJA SuRoCategoW. Undiaroymemil kan_�ddargf1Rmko.wm cal ry". Rpoling. , 0 toryQuerselid-fil opticulatil Ro.A.11 Aeoliston.l .a so ' . 11 .lotlignamol RE-21242 I I w C* to - el - , Composite Edge Fibellglasus Sjn9a_IJco�vdtfi S&#SqD Compliance, Mamol Evaluation Aiul tom a S,aCao9orY:,RwI Accescorka that are an integral Part .fth. Roping system Inteigral Port ofthe Rocingeyeal compliance Method; Eysitill Repoldfroin R I 1111111, w )l;4 Side)W6�,(insWngloutsyA�g�Xb�OX,wt)Xo ' rlwWm,kWistoredAr&it�tor,��,iom�R�ida CornplIal Method: Evaluation geport-fronnia, Pierce Regial Architect or a Licensed Fol ON. 1= CP so zd, Themnia.-Tru Fiber-Classir and Smocith,star configurations) 11 Nominal 89039;0.&quotNon-imp�a,�;,*L!o�,Gk�e�I 12la r2O22 No Yes No NtA '" Professional Engineer " _',', , '­,`� .... ­,� , 1, ill� , I i """", Florida RWI,A.,.p Architect ore Licensed ill Prol Engineer . - F - - 11% ta Comp Edge Fiberglass Double Door with osl I 41ilftl a 'j' _'" ,, �­­Ii­i �,,�-�����,�,,-'O��,*,i-�r,�,�",�""",�,,��� _,��,­,_ ", I � � _',,�,, - 1, ,1 ','��i: 'i '1� ,�- -,,�,��,,�-,,,�,�,',,,�-���t-'�,--- 1 , L ,��,�,��,,,��,��",�,,��,,'�,,'-,�,,��,,�, � -, 11 � "" ," , , ,'�� " "' �, �,, ," ,,,`,',',,�t �,',-,,,,,�,--,��',����,,�'�'-,,",,, iN",-�Z,"', ��`-"�' � � �� -%, �� �'­' �', :��, lj­lli� , ,_­ �­�;, � , , a, ,,,-�'- I - �,,�� �",:�, " I - 3 �� 7, , , - - t�_ I 1 " I ", , I , il ,,-r,,,,,l_,�',,',,-_ �",P"4,,��Z,', - ��, �,, �i �1�1� - , 1-1, ,� P,oressionsi Engineer �, - �Dl � -11 , "O,", � , ;P �"` �"�',,' "l � � , I ': , � � , i, - j-, ,�;, � ,,­�,i, , , i", I Ii _Fi��._. - I � -1 I , ­1111 I � � I _,­, ,�,�_ �, - �, - , � - ,� � , ,� � , ,,� , 1�', , e � I � � 11 - I I �� �:,, �� �,,, % � ,, �i , _', I � � , , -, ,,, � " `,' �­ " 7 '7� ' ' - : 14 ii, -, __ - ; ' ", .= - = .9 4j 3=3 BID Sidelltes jJn.vAV0,tsWng;iG)0`0 configuration) ... .. . 1, �, , I 11 I _�� - � ­1 � 11 . ___i��,�_ - - � , � ,� ariusiltvAidounnad, ,� _ , .S r, - " ,_ - Aboorovedf-te. Real for I - ,,, , bull Deal- I ���okp -1-7 ,4 4-1111. - � 11 � I I I I I 1 I ,�,_ � - I I �' - I � - I - � -,-' - � , : 1, - _ir ­7"��R �,_�,�­�,, , � I � � , , - , I , �_­ 7: i, i�' , ': 'I� � , ". , ,. - 1. i, ��:� I , , " )� : , : , � � ,�;�,�, :,-,, �_�­",-",t_z', __1 ­ , 4, � I I 1 , - , -� 4�� , I , I , I . . I I � - I "I - I - _� � 11 1 � ,,,- �-�,,�,,.,,,-��,',�-',�,�-��',�,-�':�"'�'�� : � I - _ - �, I I ­', ,,� �� I . I �� �­ �� 7 "', " �4�1: ''I , ��',­ � I Y�,-_-�_ , � ­_ - ,� e, - - 11, I � , ,. � -, ,� I j . , %, �, - -, � 1i I I �­ " 11 . I - , - , -, 1 r �. � -1 " � , , I , .... .. , , , , , , ­11� - , I , I "in, , � ,' , 1, - 1, I ,:, , -1 ­� �� � , - , �, 1, � 11 I 11 I - - '� " , , , QualtvAswance I I i; " � , � , -, � ,, i I , . , ,r�_: , �, �� 1 , , ,�r� �", _ '. , � - ­', I 'o . ,� I " Apprwad'for A-myted for Uss W.44 2WO j3; �tv V *, 31 aa Theirme-Tru Fiblar-Cial and Smoothl Nominal 7&#39;Q &quofWcP-Imp2oMqu,st,,Sh@ker 12l No Yes No WA 2-9 Product Model. litribler or No- Product Decollate Control E-Irwill pat. in RVHZ Optal FIYW Resistant Preil Quality Assurance Ader-Ovedforuse Avenel Tor Use aw rl6sl- . -1 - Nam Product Description Coul PpIrationitiosta 1, HYHZ 64.1d. RaAlkithant Prossure ol IV �= I , Swiss Composite Edge Glazed Fiberglasus Single 1 TAMKO Roof Uiclarlityrishitto (HVH2) Roollundisdaympors for use In FBC HV14Z 06012023 -Y. NO WA MIA ses- Product Model. filturther or Nornat famill Ditsol Contratt,15oakeraw Dot, 1, HVHZ 66im& ill gallivant Pressure 3 3- FLAI 8ilisol I 0 RillwaWmall I , 13 Aluminum Ridge Wait for pttclaedl�oft fabricated 2J31 62024 No Yes NO MIA - 5.9 w �P- ,Z = Door Yoth or wthotit.10392adillal (Inowngloutswing; X. CK );0 or QXO oonfiguradinus) 2 7AMKO Roof Um1crIaymaP19tMDN_HVHZ) jurtakkelows. Ropfundledtaymah" Is- In F6C real 061I No Y. NiA MIA I 2 TAMI Flat Top Off -Ridge, Vent with Baffle 10, TU TAMCO Gooseneck Vent 26 Va. state roof viodlotor with bafflo 09Rl 2604. Qalol You, No Y49 Yes MIA MIA M/A +QL526 from 0.025'Aurninum " 10 4= ..to Z jurleaflot(ons. 40 I1111- & TAMCO OfINIRkilis RadVwt with Baffle 26 gal state roolivoldlatcoryth Integrateldbefile, DOMOQ26 Y'Re, Yes MIA MlA 'Yous = 1 S 4 TAMCO Round Top Off-Ridg. Ventorith Baftibil 20 go, Ratio roafventilator with beffic, OW09,2026 Yes MIA NYA �= AD a: (W. I 1- , 112 I � Fordo Department of BLISInessil,fortifessional Regulation 1 page lc(l Florida Department of Sjuslinass,$ Professional Regulation Paget a 3 Florida Deparime nt of Business t Profasslo nal Regul atio r Pog.1 of l Florida Department of Business and Professional Regulation � I - Buildn I g Cod" , aritiStandlirds. I WhO21 ,. Buildi rig Codes Arld Stall rds lowl I 8 uiII Co des and Sta�nda rds 1125022 Building Codes and Standards 3/15/2022 Product Approval Application Dotal I Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail U) , I 11, 11 well I I lid I 1 !I I Code - youral Revroken 2020 , I I I ,ill!; 1! !I 1 :,i I i i :;11&1� I I I :I amemsommulmmm Manufacittmer Lemon. I I LIKININIMM I 1 I I I Entity Noggin= 1: !I Kohl. Jl = Bt.11--. P. r. 'ell""Ie"nMM.1ull PC 20 D96 2ah ftl Model so -hied Fac Approve! lln3l I 1pww2i) li=020 ELIMMM 2AA Agoicur, - Ling FBC Appr, "Jiglatinitialigilly, i - malmons" Cod. T­ version Review 2DM I 1 1 ! :I 1 I I I �� Manufacturer Be.[ Rearag, I ill I . 11 1 I 1 Entatar is ocriset 5alitmear & U VA!"od By Anderson Robin IAPMC Uniform Epalplaffori Goryw,williker, I Dal# 2211 validated Subrall I lj03r2)20 I i/02020 page P-ruffroo FSC Alpichoora Pill A,,,sW 111W2020 R-2191, Approved I ;ii 1! 0109M code Tvice Vansion Meinufactunt Revision 2020 Global Protecican Products, LLC. Entity Contact Enctinaer & Ucuort Validated Tim Roblihall Wtit.rA.-filit, Jr-, F, E. JohnVI-Xnazorpon, PE a Date Data DDI Pending Date validated Submitted W Approve[ Approved 9919-5 Wl 0910al IDA[I 1211512020, Approved " (D FL#S2S9-R31 Code =%I Date Date Date Date Status Category, Rol (WIDW-6163 PE-31242 (717)317-8454 Cot.".. Feal (8DIJUD-6001 services LLC. (205) 854-6160 Category. Shuther. (954) 689-7545 PE-44167 (954) 772-6224 _ Rpe Veril Manufacturer Contact Revision 2020 POLYGLA88 USA lvlaur)�Alpert, Enalneer & Validated By � Licen�_- John W Validated Submitted Pandimp AjiW_qygd Approved 1012WO20 10122/2020 FEIC 12/1512020 S.bC�A.p,/-R.dlngA....�-th�d.d.P I nagral Pan ofthe Rocolifto System I Compliance Method: Euidualion Report *.in. kjelleyalornincol Subcategory. Rol Tll�aa Compiler- Method: Eyalual Report fne, a Product Evaluation Entity RebriAndenscriQlool Is SubCatogory:. Storm Panels Compliance Method: Evaluatilan Rol from a Florida Registered Aruhtlectora Licensed Florida tim.mbinsonClipplantoom � ofi , Category: Ro ng S954233133OSmal�art@polnla$.,.O�m Robertoierninen Knezel PE alan-val HortdaRcostemdk�hitect,�atfc��dnvida Pro _ � -- __ __ L ,,� r' � � � � 1�', - �, I '. - � ­ � i, ­,­ r, 1, . �� , i, 11 �� - - � , ` - - -1 ` , -11 - , � _- � �, , , 1,11"', ­ - , , - - , " "�_ , , , , " , _ , , : � , ". _ � , _ ��_� '� � , li, , ,:� �� ' _ � -., ­'�, . 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'd Corrugated GaN ot nixed ShatiI Storm Pa met. retained 12131=22 fall Outside HVHZ R"Istant Prissau yes yes Yes NIA, a Architect or a Licensed Florida Professional or Pre,flic, MaoluarleallyAltachod to plywoled book: i1i 5i . -�y$00-816��,$hA.4�.-p,;Splii9h.kR, B Sal 700 - stake Slot. Aamp: Spill Shaka FRtprofI­RjpIto,CA 12/812020 Flat Prol - 43tovkfor, CA 12I N. N. Y. you MIA MIA NpA NA 2 24,Gage Galvanized SteelSlorm knsIslNH'VHZ cirml lkstoprovidallhurric"pioteoto " Coapgatord"Gcoilhanized Switl Storm Panel. robli_d! I �t3l IX22 or Pot by tracks to provide hurricane protection. No yes Yes NIA :3 -elleel a) Engineer 20 27 SaTonyT00-91hake, Slal Split Shake TarjosEilp.ralgorcelcho Flat Profile � Ralto, CA, 12 laozo High profit - Kotyl TX I W31,2020 No N- Yes -yet MIA N[A MIA NJA a) FLA5269I Pro . ducts 28 Milo Lp. Prod. - Kety, TX 12131Q020 N- Yes MIA MIA C_ I 211WAY-JI AWYMELIQLMM I � formse, impact Dad 229A Product Mol Nurrultheir or Moral Product Des pollon Co E?pjraion In Hl Outside HVHZ Resistant Pressure w Data 1 Poll Roof Onderlayments Rooting undedayments T012t= No yes NIA 4NIAlil 1 PoWass. Roof Undieftyments, (HVHZ) Poill roof Underial ents for use In FBC 12r2a=23 Yes No NIA IMIA � M HVHZ jurisdictions. > 2 Polyglass Roof Linde"ents (nol locilygilass; roof undeirlaymentol, for use In 12123r2o23 No FBC norl jurisdictions. yes NIA -Wyl CIO 0 1 Polyglass Roof Underlayments (HVHZ) Polyglass, roof underfayments, for use In FBG1Mal= Yes No WA N/A F lorida Depa rtment of Business & Professional Reg ulatic n Page i Of I Flortig Department: of Business 8! Professional Regual page I all Florida Depa Intent of Business & Professional Regulation Page 1 off L_ ]WHZjurfadicifions. . Bil Codes and Standards qo*v� Building Codes and Standards iP=21 Building Codes and Standards il > CDL 2 Polyglass Roof Unceillayments (non-HVHZ) � lacklyglass roof Underlayments, for use In lm3rma No Ill rwn-HVHZjuriadIcdons. Yes NIA -WAll Product Approval Application Detail Product ApprovalApplication Detail Product Approval ApplicationiDetall 0_ 1 p0lyglass Roof Undeflaymerft(HI Polyglass roof Underiagirmarate for, uso In F8012123II Yes HVHZ jurisdictions. " No NIA N/A 0 < 11 sm 2 Ptl Roof UnderlaYmants (norl-11I I Polyglasis roof undertal tents, for use in i2a2fil No FbC, noril jttlsrlidtiwa� Yes NIA +NW-622.6 926 Entity a validated Ell 2RIA Date Dot, Peading Validated Subwo hard A RO Approval $12tu 006 Manufacture Entity 0 curflull Enthrawarl&LIcaras vAid,d,d P* P" Validated But',atw toteliftAlha r5C Adol 20 Aroproved Status col � I a" 9. Dal Date ktupffluilluart " I 1. FBC i. -*--a I laclyglass, Roof Underlayorhorts (HVHZI I Pall roof underlaymordle for use in FS0121I Yes No NJA NIA Type Version Manufactu Revision 2020 All American Shutters ousd class Cents Engineer & License "I Frank L. Belmal RE Troy Bishop, P.S. FBC 00 rovall 1%8(2020 1011612020 ivow= 0 12y1fl Approved 11110-1 t"O R.,fill �20�0 Alpine 2i Stuart Lll [CC Evaluation Berl LLC William M. Rental PG 1013i6= I a,2212020 il,4512020 liti5l Approved - nuiluarohnoturior Ro'A.fon 48 Cornmoreltill Concrete ProducTolno, Engine,, Loan. valkhow 5v Retool GIMP Saml A. Oreerboorg John Hoy Validated itubmith, Airpruval Amoravad Status, 1211W2020 12raw 12,29=20 ding FSC Aol w 0 2 loolyl Roof Underlaymerits (rion-HUHI HVIliZiuriedictions. Polyliass roof uncleirlaynerits, for usia in 1122=023 No Yes NIA 4WAI-il Category: Shutters Subcategory: Storm Panels (-,)�11;rl�:L. FE�0046549 (254)BI mleabQlallarnerloapainutte Category: st-Wal Comp -lint. 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We 921111 � 10��� ��ill�ll!i 11 I I moss�� � ETAIW or oat. two Data F-dinio RAII Code Entity or Date Mg Dot, Pending Data " 1 I = `f`l`o` V,r,i,P Manufacturer Contact Unalpecar & UrRon- Validated 13, Validated submitted PSCAca­ Aggrosot! shu", TV" version Manufacturer Centel Ifirdruser & License Vallilaread N Validated I Submitted M Acrinoval Arsenal - `IVas val Manplal Contact End- a ukena. Widatod w Validated submitted FSC Agal Mil-d Stol 2Z R.,sks. 2020 MIT,* me, culaul. structural Components, Frin Walckan IDQL�IVOWOVAI ICC Evaluation Son,loo, 052096-0625 LLC_ 0611112021 del GBI Approved Revision 2020 Worphallaser ctifisgI atructoralcomploilluot. , Rob Sal ICC evaluation -1.,i.-LILC 1. Lefror, P.E. 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L ll Approved for Use Outside H lell gLesialoirt P"M Pressure $049 Product Mol Numblu-Namil Product tl"orlinlon Cowl swiral pate ILI= oultilde HWHZ assistant Lpr#itum - NO- �, _1 � i , - , , - ,� L '_ - 'L � _ L� , , ,- M-N __ - ,� � � - " �, , _'A - " -, _ .... ... .. � , �, ,­,,t : coil Assurono ��', ,, _ I , I ­ Approved foe Ube 11 ­ " Aboroviall f0f Use , -1, ­ wmad , , r, Will __1 no I Wall Product gWrietoll 10 go. hiUhstrologth Lits-tairedorsWas 121311I Dow ,Ill Yes L Yes I MIA NIA 1 Morolorm LVL Laminated Veraser Lumber =131 tl T40 yet *1� WA - or No- Product Dissurial Contract ecturstuon Dit, 1. KvHZ bull Rieststilat Puniel 0- 2 MiS6146 ' 18 go super high stir.roWnuesconnecol'oplala 12131'r202Z Yes yet MIA NA 2 parlelfruin psi. PiPpliol StroaroLuffither w3l,l No Yet N/A NA I ,Alpha Ahrn�ntlw Sold 6anrpp:V,srr:edAIuPuqumSofhY AJphaA1um1nwP,r�oIId,,ml Aluminum 07,3=023 No -rae No MIA � kill 16 16 ga. truss comeolell 12131a6U� Y" I yet MIA N/A 3 4 '11rntutreor9rd LSL TJ Fern Hoord Lamnstuartsur.adurnuie, JVW202�: Strultu ral Composite, Lumber or Oriented Mnand 03131,2025; No yali No yet NfA MIA IIJA MJA Civil saring; wood I , , SPl CM6 jqmo; Wood 1 I . SHEET NO. 4 MT18HS 18 gil hIgh sturentith trus.comilecto, plate 12131=22 Year Yet WA NJA 6 MT20HS. 20 high IM1,12022 Yet Yet MIA MIA board Min Board 8 71_111� all gail. stingth truss coneactor-plaus lag L 0. truss comacce,pl.tes 12131=22 Yet You MIA N)A 5 WIRaorhunauchr Firm Board Dranted Strand Board Rl. Board 113131=23 No Yet WA WA 1 7 T.20, MTZO 20 go. truse conrurclorplato 12J�12022 Yes yet MIA WA I I May 27, 2022 PA 1.1 i I (3) (1) C- > 0 Simpson Stron Produ&-s �g-T`W,44� P13C Approved For dr6dt I n Ks to All �af AP060 5 CL(C K HM E ENForadd updaoc[ 12taorm Simpson Strong.,116.200, P50 Approved Products F I In A l',ilOt tkpproO slksW, r 1. fi; K H jil WildKod, 1 2jar)/262a'r Sirripson StrqngJie-,4�0F8C ApprovedProduefil For diredl linwo #I T �Prcolg Wed, 06W, HeR 'Upmwa I �AQO;kri� Siftipson Strong-Tle,2= P�IBC Approved produqu For llnW� ,$T4pp, Uprig id IVW20011, (D CD- 0 0 c r dtd,# Ks to "f, op "lcK dlWt OV4. W" Cd -0 CW* 1!404000! S;K hf�rrtf For additional 0rd1q9Fjj*#a!q 111"Prod-11 A F (D f 0446-FIS F:L#I"U- 1`1 H U S, H USC sqrioa�bajg am to 1 60 nceam flargo, Sea* Product lftdeh Number or Nam Product Description 4_9 Mycluct Modal,: Number or�tiamg Product Desorialoft RroductModal, Numberw , Nam ProdUa bescriation V,�rslon Must) mocia[SnayIng Wcfth oquail'to or 0 1 Tj Screw (TTN-,58) 1/4" 41ametwTitan staiftleastkiell matawyarrew. 1 A21. A23, A33i X44, W A44 Angles I ST. Ewa. BTH gliokTies 0 I APA21 . APA4,,APA#, APVW�I i,APVA4. APVAS Outdoor A=ents Angles 2 CMSTI'2; CM87K CM,97CJ-8 Coiled ftaps 12 JOS serie"T[ger. Faca-m6qnthalrqory avallaiale in 4ciths ranging from I-Ilr to 3- CL C: APa4 AP544R, AMea, APIMR, APBOs. APB88P, AP$1019, APBIV1QR.,ApVB44. OQtxloor Accents PostEases- 3 CS1 k C516, GSI §, C40, CS22 COW 51raw jy&� aftd �hQight%L ra�jjgjng to 16jL 0 C: LL APVB4R; APVB%,. APVB404, APVBS$, APY888R, APVBID`l0, APVB1VtQR 4 CSHPI 8, CSHP��a Coiled S�raps- 13 LOU3.25�sos. LnulwLMS LGUs,2-"D3 I Face-mouhthangors - (10 0 F--o %I.- ICU -4 APDJT-2A. APDJT2R-4,APdJT-2-E�,APWT2RO.APVE)JT2-4,APVE)JT2R-4,Apvujr2-ej Outdoor Accenta N61kJoistTlas 6 CTS248 Corn plesaforvT0451011 Strap 14 LU24, LU2e,LUZB, LU210 Face-mbunthargeira, Co 0 > ftU Prodad.Wdol. kum PfocludDeacrIbtfain APV002R-S, 's Dap SSPTSP G`IlAd to Plate tO' is W=Z, LUC�210Z Foos-moulit h4rqate Cf) -0 E 0 1 SID10112DE313 Outdoor Ac0ents Connector Sc.raW 6 APHHAO, APHI-14K AP"IV.1APHHQI OR Outdoor Accents Hoav��,Hr , �gsr I f , :1`116i 1-1172, His, 1+1 8S, 1-115�2,,H 16-ZS 41, 1�110A, HZ6A,, H�rj L 15� LU$voriasbarrgeis Face -mount in vvititlo-rangina from 1,911 Vic 4� U) 2 S00112, 0117 SW P212 'S, APLA, APL6:,A��, APTS, A*L4, APVLe� XpVT4. APVT6 bj1tcl6orAqoont&,L arld! T-Bo4m-ta- �,urrin Ties �'s f4Gtr-2,.HGT-�, HGT'4L Heavy Ginler'Tlezlo,�n 50�mmd Haiti* rarging Co Z SD91 SP011 -2SS cdnflemrs�,$drew, 7 APUKZA-API-HZ4P.�APLH2#, APLH2sXAPLH210, API-H210iRL QutodorAwanta wgihtHaogsrs� a H824 JjuxtitraysTro 1,T MQUSA3-��D$, Maw-.,QQI-j�us 11 Far A-Mowrit horogrets, iE 101- M C -1--A 4 2434� 8DCF [;qF�W 0 227,Q0 $Dr, SDCF2 4,TI�D F F!Z2,958,,8DCFZ1,0I4F Strntig Tim o�LOF� driew 'a Bva Brick V6nw, Lodger Gontiedtdrr 10 H862wgD,41�5.,HPS $P� HS$4�80sa Heavy $* shoe IS I -9/16"V25- ---a . U) "r SDCFii��-O, CL�BTTZ�'CBTV 11 HST�j HSMPW�, HSTO- straight"s fro m 0 1 oil v�% =P2204, 80C.P22512, �SUGP-2201 4,,,0DCP22700, SDCP22868. SDCP091Z C can Jo 10 WT34.33J"1742, CUT54 CTOZ on led L lat Ties HT-824-, 1#028� HT-SM H Heavy TOO�Stnao 12 HTSI6,:HT-S26., -r=r- I-ig MUS26. vius25 FAde-mo�nt haroar.- 1 11 QjTT4 13 HT-9Q1 PKTZ, ++TjRQ*<T-z Heavy TWst Strap :'2Q 9UR-� 8L)L; l3kV-1-d f000-mount hangers oval L�btel in Wdths, ranging frorn I - 6' EDHR-2TAOD; SI)HR27014. SDHP3i 400, SOHR31 614 S�lromg-Drry -p,,9()HR Gornbd4joadgotew 12 DS Dry Wall sto V 14 LFTA Light Floor Tie Arrohor 911 V to 34V1 fr�-aqd heigl*. m - naing 1�qm 3�' 11 OA IQ IfS/4" 7 SQ525i 12; $0825212, SD02j5300. 12. Orong -QrW a SW, H f �evy-Duty Connector &-rew 1,3 FrA- FPS Framing,Clips Is , 36 LSTA9�LSTA?12, L$TAji�, WTA18, LSTA21, LSTA24, I-STASO, U5r-A 0traight $traps Concealed flairraeversion -SULC� ovoilable for all double ODS255CO. &%256011, SC�E-75sbd 14 FWANX ForAdation Wall Angles 16 LSTI49; IUWI73 ftalghtstraps �?X and! 4X modol§; offlyarout4kW90 isocnoealed, 8 SDS251 12S&, S08262OD&R, S10825�212-Ss, EbS25WD,,A SOS26912gSS Stmg-DrWOLSW HeaVY-04ty ConnaCtor SS -'onaVv 15 GAI - aA2 Gusset Angles 17 LT020, LTUO Bridging ;2jL U Senas hangers Fa0e-,moQnt hangers available in*dftran aingfrom 1-9/161' to -9 SDWF271 6, SMF:2720i SD&f 2124, SOWF27296, $DWF2-f30 Strorr_q-DrJve!jDWF Floor-toFloor,504w 16 HL2A, WT, H8, HIOA-2-, HIDS, H14. HGAV HurricvaTtes 18L L�TS`12, LTSj0,-LLTSj a. LTS:�(3 LlghtTw6f,9trAA s!and I J'jg�' IT 18 HCJTZ HHAI� HH6 Heavy Qonoera led �oiat Tie Header Hangers. 10 20� MOT MST271 MSTt7, MF44, 10870, MST',,! ModfvmQirdsrTleddw n 0mrolght Straps FL#10007-RS 19 XSSIZ. Knee-Braca Stabilizer if ST A2 Msi-Aq, wrAiz. �4STAI&MSTAlt, M A21, M,9tr 4,-MSTAZO� WtTfios USTA49 Straight9baps K9106MRS w L% L60. L10, Lqu Angles, 22 MSTQ2%'Mi�'rQ4(iLMqVC6�, VST�s MM78 stroright S"ps S-0 Product Model, Nomberor Name pmduct Des6riatforn, �1 LC15-4 Post Cap 23 M 8�r C4 B 8 s" M �-, r4b, a's 63 Pte43ant-�*Apg fiW Product Model Nafng I ATRSIA ATA1r2,,ATF*18, XTR�SK Tlires4ed Rods V Ls�, L$60rf LS-10,'USK 24 MSTI215� MST[*, wrrt4a, w1w, mstri�m S&,*gh18V,0pz I 13A seliesbaft9eirs Top oml,9ml,1077 fir 2, ATUCYS, ATU08L�,�ATUD9 AtUrA-2 ATUQX3, ATUDI 4, ATUD1 4-2 Alumiriurr 7ekt-UpT*jr4 2n, MCZ c6imactor, 26 MTSI�2, MT518VT.810� MTZt,)MTS24d, IMT�$O, T-17j$010,30,`� P516-,2 BOSS-$, BIRV, tFYV44, BPRTUW� plato$L ',24 L=2SLrZj L,'15415RZ-� UW213LZ� L$SJ2ARZ, LSSJ21 QL4, LSW21ORZ Field Atljuita[crle JAckHAngw- �10 NCA2w12-'16 Birldpiqr, 2 DGBF 4 ONW31s, Mwla; CNW518Al2, 0NW3M-V8 CowplorNuts �25 LS8RI Al, 1,SS'R21 LSS�RV O-Z LSSR41 0 Ned 27 W1 W812, RtWW4 W40Sracirl al lgI'r � 14VW�'% %5L CTUlD6b,CTUD6§, CTUDW�LaUDj4jCTLD7%CTU0?7, CTUDSTCTUD88, C-TUDQ7, Coupling Take -Up Davloe 20 LTP4,� LtPE� Tie Platirs, 28 RPS18i RPa22, RP82a Repair puto� st* -3 DOF serm hangers TO fwbge tizidifte rangft,fr6m 1-11)21 to 3- z ,CTUD98, CTUD00 '27 ML23Z, W24Z.'M1L2V- W28Z,� ML210Z, Angles 29 R$P4 Stud to Plate 0on nwt6r "from 7 _I g'Llro ZIA. 0 NA N4, K NO Heavy Hax,10% MMHO Roof TIO-DoVM Z15 SPI.Sp2'." SPA'.8PS stuoplamTio 4 bGHF 661" rrangor% TOP.flthgO hbln4ofS*Vall0bla lb Odthv mhglng from 1-41*1c, 3- 7 RTUC93,,'RTUD3BP.T-UD4,.f�TlID46�, ff-Tqpg�, RTUD8, RTU 07, RTUD15 Ratcheting T-ake-UprDevige 2D MMHG HinqetFRodf Conneoltor 31 'SPI-14,SPI-16, Wfiff- Heavy aw plate Tip !98"gind heig fwgihg�from 9_1 �*,Aq 24� TUMTUDIC Take -Up Device 30 MMLU213, MMM�z MMLUA MMLLIPB-2, MMLU210, MMLU1211'. MMLU!39� MMLU1311 Farc�-Mount Hangerar 32 1�slz, Swd Shoe 6, EGS, EG7j EG9 soriewhangrars, Top flogenarraors, wa.micto jnzWths ranging frorn 5.174" to B. 9 TQW35 -rake-Up Washer 31 RBDR0JQP Poof Bbundgry Clips Z3 �5`Fff� St2Z�St'92, ST2122� W21 1�5. ST2215,. ST8215; STSZ-?*.,�STAM Straight staps, 10 QRS3 WS" Uplift Rod Run'redown System- 152 RST-3 Roof TWDown 34 Ta2D. TK7, T530,TB�. T942, TBO--71354, T1368�. T860r Tansian BWging 8 j5GQ serties; harngers� Top flartgo in Wrdths mntting from 3-U&'tcf 7- 11 UR84 liZ' Uplift Rod Run Tiedawn %varn -33 RTC227, RTC42, RTC22� �IKTt44 Rigid Tie Correctors W WMIC, TWStZ T-WBj4 \%]I Bracing IY4!'and Wfghts rangingfforn 1 i-114�1 to V-, z 12 Urm 5189LIplift Rod Ron Tledovm $yStam 34 STC, STGT, DT - C- HTC4 Tnkss C� lips 39 VQT, VGTR, V(�TL Variable, Pitoli'Gliclar fladavon I 01.�S series hangers $addle hang ersovallable inw�fthsrarijirgl from,3-.1/Vto,6�7a, is U�Rso N4" Uplift Rod Run Tledownsystern 35 TJQ87. TJCrjl Truss Jack Clips V WE31 0(�, \ASi 060�,WSt,26, WPI 26C, WB1 -43C VVall Bracijqg and helgtwts fatialirig Iran) $Aftta 2811 38 Z2,24,244 Pame�-Mqnar:qfps 8 GLTV -,arm hangers vvioths ranginli fforn,$�j j42"l&7­ Top rarroffig ftqm 1-911s"to I - Sea 9 'Pralflot:Modafl. Numligir-prf4aft Sea X Fftcliofft4e). TfbljUqtbogqaytIon -10 HOLSeeirlashangery �§addje hangers, eVAjiA4k'jfi �-Jidthsranang'Tn)M 9-114�to 5�71§!' w I OTT2 Product Wclol;Numbar grVirrig Product 0oswilottorr I 6BH217x9,5;�M42-3170Ae 081-12,374:75 Concealed li'argers -and be We tart9kqfMfn .Z H=014, HDOIC/92 Hold-cloWrl 1, AH�EP, Atquatable, Hlp-ETfdPQnneot6r I 0U, 1X4U, DH U1� eartWharragM hangers. 11 HGLT series horigers Top flangs hangeteavAila4le. fiii�dft,lntnging,from S-I W to 6- Z MMa,,HHDQI I., HHr)Qj 4r Hold-down .2 OSC=-SDS3� Dsm�m, 0SC6R-Saw, mQ5L-a6S3 aVajla10*'inWdths rangina 1-41 6 WS-alifl" and Invightg ;aMd WS" eights ranging fto-M7-1110 32' A HOU2, HOW4, HOUS, HbUt, HAL111 HDU14 Hold-down .3 Q BC: 13abld Brace Connector rangingLifforn g-jj$q 12 RGLTV senesirrargeTs ha_ L etqW Topflange, nq t(liafale-!nWdiharangiftgfTom3�lt,4"to7- 5. �HPX28i HPA35 2trap-styka parlin anchor A, HCPI,61, ROP2, HCP4 Ko Comor Plate, Z KGUa,6S�M HCU5j25-S0S�,HGU5-' 50v,%D% 8GU,725- Face-Mouilt hahg*0� '110" and heights rang1ngfn:rM a LSTHQ�&.. LSTHDBRJ Slrap,*le hold�clown HHRC2-2, HHRG4,;HHR042--;Z HHFtCA/1.131, HHR.C44j HHRGS.12513.25.� He4vrH!p to Ridgt� Cpdriedars $P$, I-IGU900-SIDS 13 HIT serle5rhanger§ Top flange honUafrayallatriff irrvAdths raiigingfrom ZVltr'to 3- 7 MASA, MA-5AP Foundiation anchor StM HIHRCw A FfGLJSsarje§ hangers Face-MoPlit hM9aMaVaMb10jh Wdts rAftg1ligirom I-w!to 7- g/lLff, arid heights Fanaing from IV io 26'� 'a MPA132 MPA144 -1tra le purlin anQhor P-sty e HRCT 01, HR= H-jp F?-jdgV Connector 3/8'!and heights raDaing to 12-718' 14 HUSTPserieshargars Top fl2nge jbl!;tLfl@?'&,S ayajjb�lp In Wktb 15'rSngirig from 3 �9 PAIB� PA23, PA20, PAV� PA51,PAss- 8,trap-,stylb purlinanchor -7 W(JX LRUP§, LRU�% LRU.112 Rafter Hanger -6 HHGU&2"DS, HHGUs-,�to��,. HHaU��132-SDS, HHGU7 OMM, HH-411t,2!5�SW, heights fav&q Is-iff, ID PAII6. PA123, RAWk. PA136 $irajp-s" purlin anchor a L8U,28,L,-ZU28 LSSQ24a, Light Slopea0le/Skeyvablo. U HSnW HHGUO,00-BDS 15 HUTF, HUCTF Series hangers Top flange hargowav iloble in Wdths ranging from I-9MVIto 5- 11 jSTHQ10,STHErIDRJ ftep-style holrWawn 9 TBE4,TBEO Truss Berariftg Enhaociar 6 HHUS��2. HHUS28-2, H HUS210-Z �HHL)s4s,, HHU848, H HUS41 0, H HL[SaWll 0- I'apa-mowl: hangers V'2" andtleights ranqtn2�fip�rn 3-V10to 16" Qbncezted fange 12 STHD14- STHDt4RJ strop-styler flolo-down 10 TC24, TCL�Q� T=8 Truss clip varrsica (HUCTF)AVii1able1brall Mod6lsASvirr;,kMdih equal'to of r7 11 THA2-9,THA2i3,T.HA'21'4,1-HA218-2,THA?�27�2,LTH�,,41�3,THA41oiTHAC4!'g�THA4,2:�, Adjqsb �la Truss Hanger 7 HSUR. HSUL. HSURC,, HSULC ser-ASM hangers greater thah2-9/16", THA002, THAQ:6� THA4�2-!�,T,44A�Z8-2 Im" to 5-118" and.helqhle naqjft� I tMon Is HWP series hangers Too lngMdths ranging from'I -OPO" to 7-, 2; THAIi,Ol�22,TtiAt2,.M��ITRA12,10,THAl2?�,THAi�2�,,,T�HA!362�;!-H4f422 ostroosled tot, ljf�yerajor WpIlAWej holphis 13 THAL42Z YhAW422 �§kewedTrjA5 Hanger do Lib to �kan �,Wrrodeis;o* so4t02fO ft IT HVVPH-,0erj'a%harr Top mngihg from 1416�'taT 14 TIHJP4�, LTHJX20i, 4THMA Multiple Truss-trianglars HTVX Ht U2% HTU21 0, JHTJ46-ZX Fa 6-Mo�iithk9ors f 1/2" arid' njjM to I Ring Z, I's THOIVIZ"083� THJM2-9�$[�8r�,r4lJ,U�26,rHJU�2e�w Multiple Ttug5Harrl;*rs b HU, H U0 see16- han; -11-9 P4ce-mt4nt 1-0110ta7. IS ITS serlie-S hargLers Top flange hangefeervolab, jn,Wdthsnanqin from 1-g/118"t03- IS, a is' TSBR2-24 Truss 'OL 112" andbeight§ ranging ftbWf flange 5YT afid'heights, ranging fpom'0�1 Vtq is' 17 VPX2 VPA25, VPAS, VPK3-5. VPA4 Varlablin, Pitrh Con aeclors version ��H U0,qYaft6lqf0 ail mroctials,,having wfft eAuSl to or 10 dB serl�snangers Too fl�nqu hangers 9yalt", in Woth el,911 6'and fieb his '18 WOR VillayTrussclip ranging CV 10 HUCQ1 VIDzS08, HU =-11111-SGR; HL1CQ210-ZSDS, HUCQ=-S-M-8-� HUCQ410- Fare-rr�oun1'harfgFVs 213 dBAsailmhaqgeis Top flange harTgersi.available in vidth of 11-15MV'and heights $DS. HUQQ41.0-80S, HUCQ412-�§,DS, HUCQ5,950-SDa, HU.005,2�511 I -SDS, HUttlolQ- rarmlog C14 Ca- Cz Cm M C14 z cD SirnpsonStrongT1e2D20 FBC Approved Products Upeared i2l,3=02�� Simwn Strong-Tie,2020 F13C.Approved Products =M= Sirripwin Strong-TW2-020 FSC Approved Produtts Updaed 12/314020% IMM Mv Simpson Strong -Tie 2020 FBICApproved Products Updated 12rAL2020, For ciltect Irlimt"ll !§$T %*wtds filedl Wq%%,CLICK HER W-,�ipprovqls 11st-od below, CLICK HER For &W. llnll5� twall WaWaMs 11*4 lxd;nv,,CLl(:X HER CLICK HER For adldtkmal, inforrhotion Product Apprqval-tystarrr and Mlanrr-Dado County, Notice of --------- Z For addWrialinibofttivn-regard .21 -of 1,0116"Apd he�jabts L 18c �IUBVI. j$f� VLa)dQ6,VL PLSV2;55, S&W2�bO, t/LEW:Elj,2,, Top, Flange JOjetHerifigars SET-XP Ad6asiveAralhor'l , oropriorete pan&gfrorn$ to I 60 A �STIIZSTSZ489, tTb2-68S) conorotaeva1able, in,parban 22 LBAZ Series hangers Top and, be §pJA Frodimmoded,Numberk Naing PtodUct4 Desof]6florl Ig, KTT20, SIDTr2z StHrl 4-, HTT�� HIT6 HplOwns Steel and Types=4an�31 0 staln'loss Stool ranging 1 0-0, 14H USM4 x6istAtigel 20 ",Of 60. 01MIST72 44rapstililinil 0�0,gg' 7 THP-HOSS, THD-C& T4D,--O-t$4%' 'Titan HD Heavy mawnry ,z3 LE�Gz �F-05, LF41-5er[es hangers Top flange horipars ayallaWa in *dths ra�rfging ffoM SAKI tq11- 2 HR,913i HR% HR$1,�Z '5trap Ties 21 6P4t SPO -tqd PlateT*s Ava 11 a , blemh he& has d in darli6r Sisal Andtypec$,04,and 310 7X'4nd-hal0hts r0q1% frorn P�'to 13-1 0� 3 Hum-m 0-2,808, Joist Han aef --4 SSP, nop, 78P lftd PiallaT[egr or Wth cooriterwk bead jr) �aroonstesll and 24 MG5. Mw'7 Series hangers TOP flafrale haingS[SLaVafa�JS ir[-Wdt�8 farigihgffem 5�11N.'to s. 4 THr36;)-- THogs TrAoa��THaBj`ls, TH08114, JoistHartgar '23 STC, Dt TrU5S C)jpr Type �Iilstahle-wsteal VT and heights rangling fromg�'to $21W 5 THG,02-SDS3,74ntI�gW4,15, T4GOH2-aDS�, THGQH3-SDS4,51THGOI+4�8V.S8 Joist Hanger 24 TBIDM� Truss Sraca Diagatial -8 Titan HD Rod Coupler (THM7634RO, THID5MARO) Titan HD Threaded Rod Couplet for wnzretr� Z 'MIT splies hangers Top flange itangillsaVq1lable t"L4dtherangihg from 1 -9/10`1 to 5- 16 THGVW THGW84,TH0W4-3j-HGW4-4 joist'Hanger 25, TJC�7 :9 Tttery HQ Threaded Red, HangrarlffHOB2515811H, THDB37158RH, THU3721i2111-1, Titan 1-107breadecir Rod Hangocriproonstate TH0502.34IRfl, jWn JLCQj'2RH) i25 PF, PFB, PFDB,,0FDSl3�seY"ngeT.% Top flange hangers aviallablerin vMtt) of"116'arld heights 10 Wedgt-All (WA) Vle;lge-All Arrohor for masoro ranging from 3-S/8" to 7-Iff fLM 1473-R5 FL#I390&R5 (D 2T RR Ridgs, rafter tprm, edbtrr 28 VVPsarlos,hAngsr& ToipflangeWgorsovailaNe ib vvidtis rangling from 1 -9/1 Tto 7m Selo Productffig NumlziirbT--j&me, Praduct bescription Soo # FroductIftclah Numberot-Name �Mductdescdntjorn FL#16230- Iff' and heights fanin'g i DF-tA6.?D DoUbla EmbeddodinIgs XMhor 1 CCQM"D-SDSHM, O�' 70MW -SDSG, masionrYP'lercaps. 2, RHL FGTRHR G irdbr Retrofit Anotrot W8Z$DSG, CPCatA4.49,SM9, __4gj Product Model. Numberor Nam Produet Dasoriptitin 13 HIS� HIBS, Hfs-��. His,,2,js Hurn4poo-ne 1 Arxp ATXP Hiahetrengfh Acrylic Ailheskp for carlorall�w mawnry rug'QW, 4 HL-TAi2,.HE-rA16,.,WTAM Hr=TA,24,HErA-4V 9mbefted Truss Anther, 2 r��LQM3-qM-XT ECtLOM4.6:�d-K'T E-_0LQM!!50G-KT; LFC-GLI-OM Da szo FT asonryPlartAir- -2 F:T44P` ET�HP t�poxyAdbesive for masblIry ,t HETAL12, 4EFrLAL18, HIE-TAL-70' Enitred�eOTrvss 6cohDr ,LLQM iECaLwM0 L�cr E sEr-xp SET-XP,Hiqh-stmmgth Epoxy Adhiz�sfvia-forrnasrrnry jW FE2duct Modal, Nurn bgr crrNatnd 6 HOAMIA HK40 masory retrotconviectom KT, ECQLRQMD5,50G-KT strang-Bc, 2,0T02) Wedger Anphor for rn4,qom I ABA44� ASA44R, ABA46� ABA4BR, ASAW, ARAsSR A ustablePo4t0ase 7 fliH�7-AI61LLHHr--T-A20�,HHE:TAZ4,1-iHKA40, '3 HGUM5,�5, HOPW-50�4 9U*,0,0, HOUW,25, HGUM9,,�Q Hg�ovyMasoqryf4 ger-4 Titerll V, W�), Titan 2 $crew Ansljorl6r Cortoret6 1 A8U44,,ABU44R ABU40- ABU461R, ABUa6,,A8U6-6 ABIJ45, ASUA A81108R, AgUa)R-, Adjustobla Post Bw 8 LGT2, Order Tlocla%w 4 LGUM2[�2,C,�UMZ",LGtJM,2$4.L.GUM24-2,LGLfM28 i_GIJM2$-,4,LZZ* 10*, Masonry Seam Hangars 0 Titan 41) CFHI�-H4'$!�, THt�-Ha$8i, THD�CSO$S) Tfte.n Hb:HSvy;pUty8rraw hnthaffor ronc�retp available m 304 ASUSSSL� ABQ10j0:.ABUj0jbR; A8L-A212,, ABU 121,211 QL LTA2 Lateral Truss Anchor LOOM410 ABW44Z, ASW44f;r2, A8W46Z, ABW46RZ,,ADW66Z, ABW66RZ, A8W7--( AdjustabibPost easa io Mr=TAi METAI,0, MK, Alt..MrtrA20, MEFA2,41, Mi:-rA40' Mam. lirribbddaO Truss Moor 5 MBHA&J2M.255, MBHA��-jVjjL,25,:MBHA46W-25, MeHAS�%iq-,25.LMBRA-3-,r�Btli��g, M13HAWA/If 40. 149HAS,56114, M BHA3.6&1,6, MBHA-30011 S., MUHA15-60#25, Masonry -Top Oialri", 8&ffi 4�srffa% 7 Turbo QdD Turbo 4 5 A04, AC4R ACV,�,An�fl, AIZ�6R, AOE6 I BC4, W46, k4k, SCS, BOW, BCS, B=-2/41� BCS"18 Post Cap ii 12 w-rAwel, ivisti-Aws m4a, msmmbn . 1 MTSM16, "M20, HT8MII�� HT8VQ0 StrapTleforMasonry Twst str4 for Masonry MBHA5-5aM,:?5, M MBHA"QtI1 W. M13HA5,5W 4, M",5 50M 8, Titen (714T), Titan -SorewAnrhar for ouncrate, orrnasorwy 6 C1344; 01346, IPW CB61!�,:CM E�nbadldad Column Bass MSHA5-60118 ICU CBSQ44-SOM., CW046-a082,,G Z� �6%SDSZ CB5Q85-5=, CBSQ86-51) 2 Embedded Cblumn Base ew MBHU3,5W.9.254 MBHW MB �,66M1i25�-MBHIJ4.6W1I6B, IVIESHIJ13,66114, HU5, MBHU$5QMA MBHQ5,6N,2s; MBHU5,C0`lI.2ro. MBHUI11L6011I.M. 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PBSBe Ennibedded Post Base 4 -SDWH?7AP0G, SDWH27"t 40WH27800Q. 80WI-1271DODG, 80WHV120�)O Strong-Ofive SUWH TIW0FR4iEXHUGSoiaw #1 orill Point IF4 F5)X plavit Roundi Post PAse Product Rodel, Number or Name productoosc 8b Anchor, bolts ,5 6 SDMMI �,BDW8�T�30p, 4DMI %12, SbVV$j 0 400 8bVZl Strom -Dirwe�SIDWSFRAMtNG-Scrow -w M6r 0 19 RC44-16� PC46-18, PCA&-16. PC154-16, P658-I& EPC44-1115- EFC4B.18, EP]04&1%, PbstCgp I SEW& 24, - 813118A24, �e8l *3a CO'SOWS �i7_500r 2 J,B7 .2Z4BG,8DWS22W0;SDW. 9B 2512"SpWa 5,irong 9DWSTIMBIERSord iinte Grade) -priva-Z EPC04_16, l=-FrCas 2 -rB34, -SSTBS6;, 8ST81 SL. 89 L T824L, SSTBIs, SSTS20 -92ASST828, as T1420 SSTRAnebor Bob -0_0,,SOVVSMOW, SOWS22110L(), 8M=1=_SDW=j5n0 S%V=,800, S I DVVS229 20 PC�4Z, P=4 PCV� ?CBRZ, PW-, PWRZ EVV4Z, EP04RZ. EPCEZ, EPCBPZ: EPCSZ, Postcap 5STD28L 7 smsz�zl)OWR. SDWS22a=8� soWs22wr3M, ftonq-Qrive.SDWSTlM13ER,8qrew (EklrorbrGruda) ,EPGBRZ -5DWS22100001B sugg Frod tict Va del, N ard bbrrr Warrig, < 21 PP844-42 PP8441-6Z PostBass, It SOWSM121313B, WVV=-5I2D8B OutdcbrAwonts Stuctu:TaT WW Screw I DS9M3.,3; M$C546, bi9SCS4s,. DSHS. Bypass Framing DqWVr4tConnSc(oi RPBZ Refrpfft F"ost-Bass FL#t,3fV2-R4 9 �5DWS273GDS��, SDWS27440S.R. SEW827150OSS. SDWS276D0S5-,-SDWW5WSS� 2 FCB43,5; FC84��Ei, FtgiiT.5� FCIM9,45, FCB411 5 KAvAs FramIng Fix6d4lipLorinector U) 3 FPHSW48fG% FPRSbUEil'010,,FPH$C�4WOiO-25K,�FPH$0,34SI2.14,, 910-1 B and 4124*$lironat�riva FPHSD FrarnirQ4:c-QF-- Sollf� Fr0dUdtLMddAIj'NdMIjor�'6r�ftrne Prod Uct,0eAofjl)Vqjn 10 $,DWV1840(1 ftong-DflvaMWVwLr--tO-RlM sore -kw FPH9�*4aIA-4, �FPAS03481214-ql< Orfilin TaPph0-&1wAA1 9 ICU -f ZM8TI2;LC--MST,14,CLM 0, CS141 C$Iff, C$1 8, Collod'Straps -1-1 ,STN22 OutOWA0cen% Hw-�Hasdwaanor 4 LSFC�-125j L-$K�4,2p�, SFCZ2$, 8F04,215, SFC625 Slwaf Fmming Connector �Z HR86, �iRSa 104, -�8� -HA4szFH_ M PHo�i2� r A24,:FH0Q,M,1TI,2& $TIV, straps QT nfil'm L$9005 SWZ2� 5.2bt MSSC2 C4,,,�ZBztVB",,,;:i4, _26 5$ '9te"I Proctud Model. Nurtibaror Nam 'FJA, 112� T46 p!CkW,3$� i, FSA �oundsrtlor*twhor 3 r,,TVfk HT�SQ, I+Tql 6,L HT82d, HTM4, HTSMP PL*I&S6344% s� RCKW,1Ll, RPKM5,'RCKWT,!5� RCK�Aefi$ RVel 2 FRFP 'Flat Rfftro0#okmdStbn Plate �4 4% tOl Mat 1:6 M� A21i,* 2 j.8TA8qj-ATA315, LSTI LST�-1-�$,M�,TAO,,,M�7Ai2,MSTA A T TAI 4 $lralps 4� mil (4,sgp�, 7 SCDB49.5� SOPA 84VG, MS 47,5 114, MOO 013 Bypass r) ;5 G,114&5� QH46�0, 01-14"� GH46-,, GH41,0-0, GH410-s, GHG6-.Qr,%Q WA 0HWQj,GH0- Ofi-dar Hanger LISFFAP, LSTAItL I-STAlt-18TAIS, L$TA21, I-8TA24,.ST2Q2j 5T2122 ST�Z-1 15,,tT2z-,6 -Sr�spaL'% 0 M11 (2 ga) ProcluctMotfel; 8, 1118. -�$CS8 2-5/11a, B"s Froming,Connactar -0 8,,GHM"i CH$I" 6 L3U8H%2$,:9U5FlS2$ M$081`13.25 Briciging Conneotor I Aa 18. AS I Is Tr s4P ga, Tu lates 9 SCV41PII BOA" 4 GLB6A, GL25S, GLBZ GL%P,7Z;Lq7kGLB713, GLI37C, 0LB70 Glulam Beata Plate I LTPQ Lateral Tie Plate 2 AS 20HS 20 ga� HiohF�tonath T-�uss Pi6lie 10 sjoa,2§� SX11125, lVSJC§,-2§, VISX10125 S*el Joist connec-iors 5 01-BT61 2� G61-711512, GLBT�16�,IPBLT'18116, GLSTM, GDLT02D 0111ilam BoAdrig,plats a LTW,,LMj&, iTalg, Lt--x, I Llght7WatStraps 3 AS-20 plate 11 SSM,51joL ICU 6 HGLBA� HGiZex NGLK'. HOLBD HeavyQularm Bearing Plate 4) MSTA30, WAM. 8Tq215 ��T62Z+ $T Q. ST1 Z ST1 8, ST22, MSTC25, MSTGM� -14aps�54 m1i (I ls�ga) 4 ASHP Hinge Nte Oon nector 12 xLsmoiai4-m #14-103tmngDrjvA Tappirig 7 HOT�2, RG'T-t HGT-4 HeawGirdarTiddown 10 MST01581 MaTC761 Siw� straps 68 mil (14 go) Lu 0 UFPIQ-gDm Unim- I �purrdallph Plate 11 MT$f2. MT81 6; MfM& MT6�9: MTtSo, MTS�240, MTS30C W4u rn TwistStra PS 13 �j 22A X0110-1016, XQ1B1[Q1&4(*q1r,1214. XCIISI214-3,5K, X'�7�SIL2N, X1761 -3k, Metal Self-Willtia, 7E V GRFIP Universal Retrofit Fouindaktion Plate 12 &91,593, �SJBI,81. VB�ZO, OW-37, B�2.56� 31132, sS, VEMI 2, 15183,66, -51133,62, VEA,06, Top Flange qqjst Hangers: FL*6730-134 XQ114$I224,XLQ114R12L24-2* XQ1IZWKXQII2BI2�*-2K M401010-K, Y,1 S,1016, XIRIM641<,�XIGI N4, Xl-81214-36K TRipping Scrom- < 84B4.*, -IVS4-7& $05,10 13, 'VBA2.,ia, SVBA2AW1D,, -�WAZIVIZ OQA2.121114, S/BA4.1,0, WBA4.1,W9j, Top FlarigoJoist Ho(n9#M ftdol. NajWgrName Procluditl3mription 1 Fr -HP Anl;hwrfoi�cnarotp z 14 VHIA HurflcarwI14 GA�,'� GDP, GIDPW�60� top;s, rwqap�wluo, �3TH ca"twoteo, 15 S�Hqi 013, SIH016S� VRQ1 $9 Holdowm POPATI PC,, PQPA, PbPA-9, �PDPA-MO PATK PINW.'PI �MRPINVM-W, P�F.Aw�, W" 16 SJHt)U4� P0PAWL-MM1aP8VLAP-SVL2�K FFCLVPA,,Pr;P1�DPA, PTRHA4,�PTRHAA I� qJq1r,�.8/HjC;T Jh�#'Hatxgors, 4 '611�T� Adhe&&Aarmdt�or oonciete SHEET NO, May 27, 2022 j PA 1 .2 wow ��riH lea. 1. Im c z4 May 27, 2022 -,..,o a) a) cn N > O� -� V .� O O .c C6 U Z3 0- N 0 U co to s- N cc O 0 w Q CU > •� _0 c E O a) Q .� ''m^ VJ �. N O o Cl. o G C � N N C Q � N � 8 to � � eu oa. � E C = a 1�. � � T O. to C E w7 cj cn CD E Z to co > O CL O CL < O s_ N m Q H w ¢ N z � z SHEET NO. PA 1.3 N N FF11 Cn Ca CU -� U N Q C 0- O � eltonUcr C:�sicoz� sEt;artttrr Cast -Crete USA, � M � -E.) N UC7 2 U p -- Ct5 p •a-� ,,— CC5 Co O .� � O QD L 0) L CA +� Q — CO C0 q_ �O N CM � t� Mas ca � ar w -�--� CCS 0 L Q O Q U i U m L_ O w J Z Q CL SHEET NO. PA 1.4 a�ART�iv'r OF i����xY AND E+carloi►uuc �sc�uxcEs �R> 11905 svu 26 sum, Room 209 .gin cost, nWtATlara AI�VISIC)i� M Florida 33175-2474 '�`�'i�."E 0' ACC"T�C� OA)+►'�,'iv.mit�ttif�dadciol�ler�nan i, LLC LqQnCE EN i��BI�I � E CE SUIT TEl3 C�1�I?Ei� �"i4'�,A'IILTS APPROVAL �} %0 E�ID N IVIIT Cast-:Cre#tL 3. T,TSA. LLC N(,ITICE (I�' ACGEPTICE: EYn1►E�CE �I<T�&II'I"�.i� _ ��9.12 I�'YDEN� SUBMITTED DER PREVIOUS APi'R+0`�A�. #� �.2 0 Cast-�C��r�eth 5. 1J" LLG I+IOTIi� OF ACCEPTANCE: E'�'II)I�NCE S�IEIi1�IIT':1: EViIiTt:`E S�[�BMMiTTEIi UNDER PREVIOUS APPROVAL # i4-0903,t1 3 Cast -Crete USA, LLC 6324 Ct►tcd�#y Road 579 A. �?1tiNGS �!� _ A. I3it.A'WI�TG$ A. I)I�LA.�GS rr'!'��`�` la�oirirla,3`'�+�+� IS i sheet I re � te,iLtcta % I � %"j�"'�yyy�$ �ry :1'�D!'�{�i t�!"il �G"[ 1�"" a of , # Drawing Me _..P �'�y,�;ty �r�yYn /,s ] #,r gp ,�.�c!yp��#y p�•E't� �el Details", ,�lyi�'p�` 1'0,{�` �. Drawing J F W,c �T�1 �5 .���W F+Ms � Prestressed F#1'g�' e.i M.. :. -.. ,.. ,. Y. re°. py�. �}S,�l`�"El,ji�Ed`�r.$ls d�7i�8t �y/�'` /lrtaingyy ;�ryyt�r}J Prestressed �T (,y l titled Drawing �. l' R.�. ��f �aR s +i.���VMY "Precast 9MrFN' Vi%���F _ �.F� .. ! � � Y„F Craig..3��{{- :�° ated G� �� .� � and .'�Li..�i�'�GJ,� tt�`E prepaed ��v 1�LtiYtPtO, �;, d 1`Yl � Drawing t �. ._ y,:. : � : t . ,� �J. Craig lGr3`rtno, P..d'l.p dated 1ULare�h .�4, 00 and ,l�re�wtng Na t prepared � -� ::. :. ♦. : .. , "Cast -Crete .fit'611 . 17. ,� f�A1rELl� 1�1#�%�l3 Qi�IPi�raiNTl'4 1�fi, L�'��11 , t�l�lef� 4 p t�* ,�' t .. _, ; SC[�rr'E,, .: f L _. r R7sheets I + ti.;,.- qtt -• , ),c�.. Tables", r � 2 �L 13 e i �i�/:�s �hr�i'tr�i l a/ir{}��' � {7 � � r(".Gi ,:' 'Ca.�i Crtt2 $ , b t�C 1 L11"�t _ of LDttcl , through .f . pr° ina -. .. . ,.. ,. 7�: _ .. n at ` - tt - : at �'+ q T / ,t-r / J''� yl y� ! �1 Load Lfi46iZ, tctled .Ca�'t-Cret� Y f � �� Lintel,Safe .l:t�QA����.'�' Z x��S%J�. .l rl ,:. .. - .. , Tables,, g ye t j��j �7 j j ��} +7� gt 7 7 through Lintel4i �oLftL� l atll.�rs#7� p rs/le�.�.i� 3 f�a`�git .7 of 3, l�'�-�iSiaoii ��t�,.� UW �d+l:��a Qi� _ '� I'�?A xs beta iss d under the a: re ens v the use of construction mat mats: � rules and gulx v g u _ e applicable .. ,- - 2 Ya � &� l 8 0 both h � 3 I�rst rein o 1 date ti , P..E arc- .� at PQrr37f4 ditted '� g prepared by P fed March ,� 20L►3 last through 3 oft Craig arr:�to, ,� „ dated 4t 7 .. prepared, signed and sealed b G��aa Prxrrtnv, �'..�, on 08/1911 t `�h �ioc�uxta:enta#ran submitted has been reviewed and acre fed �trarnr-T?adc County ttE� Product Control I? drawgs stgnod aJed by Craig r�rran�v, �' dated ��+yl 1y ] '}`f�f �/T�y' yy/y y* {,t Jtyy�,r� y, y� Lip» t�r�y }} Y�q �p March � iEF �f�+�+^p Lill N�.�M. 4iPAl{ �G&i�S�N Craig P4#rr�fY�t Pr�s:, �r�. revision by Sedan to be used in Miami. Z3ade County and Differ areas where, allowed b�+ the Authority :Having Jurisdiction. B. TESTS March 227 2F1.1': B. TE'I"' 1s° Test` sort ort, fJexuraJ testiYag:on 4 ", t5" ci:.�2"Precast Concrete lintels ,�`i1Jed and 1. Nonce This N(?A shall not be valid after the expiration date Mated below, The Miami -Dade County Product �`ontrol llrf,�tJd t1lcdel,s, rrrtal,�(I.i,� concrete i�attel,ecxm,�eriST�kf.�:529-94, pretaa�^ /fl L C li \�_ � TILIFT TESTING A ENGINEERING COMPANY r 2 U-MaTREPORTs; Large missile Impact and fatigue load� tests were performed under Protocols TAB 201�, 203as per section 1,626 of theFlorlda Building Code. Uniforrritte(tia loads - IL NAURIA WIMAMSPECIFIO"Q Shall ba'stdoffyinaccordance with aorarel:Notas; and C*m norittLitidicatedory sheet 1, .2 and'2 ' I . � PO 2 of 20, of Product 15valuatlary DocumOnt fP, E.D.), drawing _WA UTER A, TILLrr, JR., Fa 44 fdr as per-TAS 202 Protocol. Test reports prepared by Hurricane Engineering,& No-20-176. Anchor spe4ifiGations $hall be as Indicated on sheets 1., 7 and 24 of fastinig, lrfm, Reports # 96-569 dated 09/0911996, #W-570 dated OW1811996� 26, oflProduct Evaluation Document (P.E.D.). drqwfng 4*� 20-11s, PRODUCT EVALUATION REPORT #96-T'30 datod 09120/1996, all three sionodand sealed by Hector M, Madinat, P_E�, Fenestration Testing Laboratory, Inc. repoft* 20n dated 04116119,98and # 2126 dated 10/06/1098 witnessed by Gilbert Diamond, P.E. and Report No. 7. LWrmnoNIS AND MN0111108 OF LIM REPORT NO.: 20-1312CO1 0219.01-09, dated Marrf`L4,2009, signed and "ailed byEdmundo Larigaespada, FIX. and Henry Hattem, P.E. 7A. $Iyall be. �tnqtly­lry compliance wit� General Not" NO: 1, a thtu 14, indicated DATE: July 28,2020 Tensile lost report No. 9CM, 197 by QC Metellurgloa , 1. Inc,,,dated March 13, 2000, an shoat 1 bf2k as well as Goneral� Noto&# 1 thru 4-and 11, thru 1 6,fndloatad 91261, on,sheet 21 , bfPr6dUct evaluation DoIcurryont (PS D.), draiwing No, 20A TO PRODUCT CATEGORY- Shufters Sig nod and sealed by Frank Grate, RE, Ig and tested prepored by I awo, ]no,,, and a" ryeO �by Wpllerk T1IIk,Jr,,P.j�. PRODUCT SUW44ttOORY,� Stwlyi,Psnels 2.1-1-TRUCTURAl . E,)NIONEERING C� On 20, G-400 Galvanized Steel Storm Ph_54,ot =maiimuirry panel InFigth vs. design 7.2.. Product May �bs -ins - tolled wIthInHIG'H VELOCITY HURRICANE ZONESa4 defined.ongectl6m it201,2 dfrtha - FlorldaBuIlding C ode. M� NAME- 2p GAGE GALVANIZED STEEL STORM PANEL Wind load,as wolf as maximi.im arichoriocing ", design wind load and panel MANUFACTURER: lishal PRAactl6ft Products length based on rational and comparativearlaiySis, and in accordance witty sedtfOrl 1616 afthe Florida Building Code, Calculations prepared byTilleco, Inr-, 7.3,� Productshall only beIrtstaltaid info 0'QUiad voncroft,concrate, block, and Wood ftiTT&Strildums. 4600 S.W, 61 Street 0axle, FloHda33314 dated I 110,VOO and 03112/1 5� signed and -saaled by Walter A. Til Ift, Jr., R.E. EV PURPOSE OF M% LUATI 3- MISSILE IMP-AGI RFAISTANCE, Product Evaluation Report prepared by Waft.X Tfilit_fr.. P.E. (Florida License -LUATI -LU-AT-1 This is a Product Evaluation Repe rt ["mid byWalter A. 71111111, Jr., P.E. ($y*e _m Large missile Impact under section 1026 of the Florida Building Code, as per TA,5�201 Protocol. No. 44101A)iPresiderit of Tiltaw, Inc. (Flodda CA-0006719i. ID # 1906) to the Giabal ProttaIction Products, LLC, RUJOrChaptar No. 61 G20-3, Method I D of this Florlde 04opartmont, of Busirioso and Professfonad Regulation. -4.AMND LOAI)s RMISTANCE; kJ14 2-0 Gagsi Galvanized Steel Storm Panel ties been verified to sustain wind Ov_ This product is being Issued an Evaluation Report as described herein, and has, been verified for,complIance- It n accordstice, Vith V* 2020 Seventh Edition ofthe Pressures, Maximum panel length shlll�be As indicatedon shoots S, 10, 14,15, 16, 1 9i 25 and 26 of`28 (if Product Evalu ation Document (P .E.D.), drawing No. 44167 Florida SoilIding Code, ON to vatify thatthe product ls,for the purpose, (nithdoo at least equivalent to thatra4dred by the Code, 20-17& Maximum Anchor Spacing $hall be as indicated -on shouts.8, 9, 10" 11" 20 OfProduct Evaluation Document (P,L 14,15,17, IS, 10, 26 and 20 of 2t,, 5j)), STATE OF' drawing No. 20-170, This Product EvOlualloti RePortsholl be allbfact to review and revision In potsfis of NISTALWICIN' filo, a Bu Ilding Code change UW may affect Its'llmitations and conditions Installation shall be performed strictly in accordance With details indicated on WAT�LL 2-EVIDENCE 81.18fflnell). sheets 3 thru 7, 10 thru 20r 23, 24 and!,6026, of Product Evaluation Document AbMOkFttP0kC�01 P. E. RSPOFM26 k GLOBAL, PROTWTION PRIUUtTS, LLC l2beAOE 2d, PRODUCT EXAL- (P.E.D.), drawing No. 10-1176� MInImumtoparaflory to glass shall be as 0TEEL,5TQW PANak ORVM 20-VII kREPORT 020-17Mki ,MUMEn(p,Ep,I,w Drawing No. 20-176, thled �20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14,16,25 and 26 of 26, of Product Evaluation Document sheets I thru 26 of 26 prepared by'ritteco, Inc.; signed and . � sealed- by Walter A. (P.E.D), drawing No, 20.1TO. Tillit, Jr., P�E.; dood G.7128�2020. This drawing Is an integral part Evaluation Report, oTIOL4,TAYS", rQ16", 46P Nal 4067 7 A 6'1"N.W.'6thStMel,rSUfte,l�OS,MiatilLFloTiJklII60-Phmo,(305)87LI-I 0- *q'NONAL OR,* 9.3� 44 CASE TkKt PRECAST STM. OR PRECAST CONICAM PANELS, SWCOO OR WOW SOWS LEE MOND ON THE . !Tt EXISTING W" ANCROM SMALL LIE LONG EMWOM M RENCH THE MAIN STWXrk*E LE)"IND SuCli PARELS I I 51"M PANEL SHOWN ON THIS PR90= MIATION DMAIENT (PIED.) WS Raw VMM FOR OWELANM 04 T! !09" ORHE-FILDRICIA ANOWAGE SHNt M AS MENTIONED IN 0.1) AND IN 8,2). ACCOPAWf. 2OV20 17! WILDIKO CODE, Md"On, AS MAOUFOCT11W SY 0,W SUILDEX, AWC DES" IAND LOAM SV46L BE DETERMINED AS PER SECTION t52O OF THE ASM MEW11ONED OXF- A M Inn SH=rs W41, FE 04TAUM AND - #14-10 PANUMATIE VEM" M A140 PANELVATE PLDS ANCHORS. AS MANUFAMITED By ELCO, ODNSTPUC PRODUCTS T" WZIIAIS� MMM4 8� CE 7_MO 0=%00F 4 AND SKALL No IK MMWL4A (",D,) DESIGN PREMISE RATINGS 04"15D VN SHMS 7 TM 12,14, IS, 14, TS a 20. 5/e WOOD SUSHWZ AS DISTMERETED W A1.1, POINT SCREW, %it & SPECIALTY CQ. IN ORDER ;6VT"THE AOM COW", 4XINATE OrA" WIND LOADS DETEN9NED, PER ASM 7-TO SHAUL BE TO A&O� LEM WIND LOAOSW MuLtiFILYM TNIDA BY 0.4 W 09M, M INTO *0011 OFTAPOONANCHOITS ENMI� 9C I ll�e AND 2- FOR ELCO ?AHELUATE PLJjS COMPARE THESE W/ Ukr- (AS*) 02" PRESSLIAE RATINDS INDICETED ON SHEETS 7 TIM U. 14, 15i to, 19 At 20, IN ORDER TO VERIFY THAT MCHM ON TAS FXZ� AS TESTED WERE NOT OVER STA595% A JU #0RASE IN ALLOWABLE OF LAG SCREW, )INTO THE =1 MEOW "EHALL ME ;0�"FHREQED =1147=14MMILITIM-1 SIE COnIDOMO AS PART INRCADEO STRESS FOR WIND LOADS WAS 92T� AJISED IN THEIR ANA01A. FASTENERS SPACINC TO WOOD Ka MEN DETERMINED IN ACCQRDQtCE WITH NO.& 20"ll. C 3) MWMUM fW DISTANCE Or LAO SCREWS, INTO WOOD 910L HE AS 94DICATO IN INIS DRAWINC T�:I%PAlt S "AW,� AND WIND RESISTANCE K45 BEEN VERFIED IN ACOORDANCE WW SECTION t626 OF COrWArT AS PER H%MQAkE ENGINEERING & TESTIND INC. REPORTS 96-M, 26-b7O & 96-730 MIT CAT MINION PENETRATION OF WDO13 SUSHING SHALL BE S/W. 1/4' 0-20 SCREWS OW $KAU BE 1 1/2' LONO MOWN FIDIESTRAE)ON TERM LAS ft.� REPORTS 12032 & #2129 , AS PROTOCOLS TAS-901� TAS-M W 75AS-nS. SHOIJLD SIVOW *DST. AND I' MINIMUM FOR WALLS WITH NO STUtM, AS WELL AS AMERICAN TEST LAS Of SOtAN FLORIDA REPORT 10219.07-011. M PIER TAS 201, M 207 AND TAS 103 STWDAM. C15) it CASE TFAI ME= STONE_ OR PRECAST CONCRETE PAWLS S=CQ OR WOOD BOARDS BE MIND ON THE EKISTINC ALL ALUM"M WRLISONS TO BE $D63-M ALLOY AND TEMPM WNLESS OTHERWISE NOTEO),SM SHEET I WALL AN01ORS SMALL BE I= ENDLION TO REACH THE MAW SVM� Do" a" PANELS� ANCHORACC SHAILL SE AS MENTIONED IN C. 1), C.2) & C o4) 3 ALL ALLIMINVIA SHEET MM USED AT CLOVIRES SK&L HAVE 3105-404 ALLOY. (0) ANCHORS *OU BE ?NSWW MLWNro ALL OF THE FWCONIMFUDATIONS AND SPECIFICATIONS OF THIT AN*IOR`S MANMACTIN". A ALL STEEL SHM ]VITAL F11ACS SPINA "AVE STKOMRAL QUALITY STEtL ASTIA A-653 GRADE �-Q MIEN" C-50 GALVANIZED STEEL OeSIONATION W/FY- 5114 k1i 1*7FA ROILILW)� 4 PNIELS WAY ALSO BEINSPILLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THRCXAN ]a ONEErs 4 rNEWLEOH 61 EXCEPT T" HEADERS W & Q TAALL Nor Be LISm 6� ALL SCREAPS TO SE STAINLESS sr4X X4 ON its AEA SERIES OR CORIM" iRMTANt CGATED CAMN STEEL AS PER JAN SM14 W W MIT SWMTP AND 90 1,* TENSILE STF04TH It SHAU COMPLY -W/ fLO" "D94 CODE 9. IT SMALL Be THE OF Im OWWRAR 10 VMIT THE S"ONESS DE, TME SIBLICTURE, WdW SHUTTER is TO at 24 I 1�4T� ATTACHED TO INStOr -ROPER ANOVORAO-1 "05 SHVW SHALL ONLY BE ATIACHED TO CONMITE- BLOM 00 WOOD FRAME ERXDWOM 6, BOLTS TO BE ASNA CALVANUMED SMEL 00 AMI 304 SERIES STAINLESS STEEL, "TH X Wo MINAIVM YW STRENON M. EACH RrOOLAR SIM PANEL INET14 LERM14S DVEEI,W-0 TRADIX" AS PER SWORE 6, 8. 9 & 10 AND ALVINATNES 3W. 7 AINKNORS TO WALL SItAit- M AS #CLLbWS1 SO & low A "$It AND nly 0= MARKM In"IttlCrING DOER OR TENANT TO ON PCEIGGS WAANW� (A) -It .14 RS -AS BY Ltw, WILOW, INC, �Jkw If Cl"-w $It, AS MAEKLAPA"ED W OC&Lr INC� (40t, V.- P�0-) 11, THE INSTALLATION CONTEACTOR IS TO VCAU TW SkAILDING to Pkv�w 11*011RAIN FILMOlIk ALL SHUrMR WMPONENT MOM WW14 REMAIN IN CONTINUOUS CONTACT WITH 1 4*0 1 -SET AS MRIMITED Or ALL "t SCREW, BOLT A, SPECIALTY 00. 12, STORM PARM INSTALLATION SNAU COMPLY W34 SPECS INDICATED ik IRIS ORMOND PLUS ANf SLUiW AND ZONNG Rit"ATIONS .. I'0 P�ZQ PROVIDED BY THE JURISIACTION WHERE PERMIT 15 APPLIED TO, 114-10 PANEUMNIE fumf 10 & PANELMATE PLUS ANCHM, AS ~ACMW BY IMCD CCNSMX,1" ORODUM (ON 13. (q) INTS PRODUCT EY&WOON MOLMENT JP_EDJ PREPARED BY T�O ENONEER 15,0ENERIC AND DOES NOT PROVIDE INFORMATION 114`0 C, T AS MANUFACVRED V TRO-EAST CORPM11014 ff-34100 p.") FOR A SITE SPECIFIC Pftjf:CT; f- WHERE TK WE CONDITIONS DEVIATE FROM TK F14,11, A, I) MINA" VIADEDMENI OF TAMM AN04M INTO PWRED LONMEIE %MLL BE I Zjr, 2' FOR PARELMATE re MILE (0) CONTRACTOR TO KAESPONSSa MR THE SELECTION. PtRoWt AND INSTALLATION INCLUDING OFE SAFM Or THIS PROWLT BASEIT ON THUS P�"� PROVIDED "VSHE DOM NO DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCAIEW 10 AND PANEMALTE PLIIS 90 1 1/4- FOR CIF TAP--GMP ANCNORS. CONSITTLIall0h SAM At SIEE IS THE CONTRACTOR'S RESPONSM41Y. A62) CALK-111 & SOUD-SET ANOMORli StiALL BE EMSEDDED 71C INTO THE POUMD CONCRETE NO EMBEDMENT INTO (C) IWIS PROD= EVAIIAT029 DOCUMENT WILL BE CONSIDERED INVALJQ IF MODIFIED. ST= SHALL BE PSMIMM t/4- 0-20 SOREWS USED SKALL BE 1 1/2- LCN9 MINUM1.114 SKOULO MCCO EXIST, AD 1* M10AAW FOR WALLS WITH NO STLAX0. ANTI MAY BE HEAVED SCREWS OR ALL POMADED SCREWS W/O PXAU. (d) SITE SPWFAC PROJECTS SH�Wt SE PREPARED gy A FLORIDA RMStERED ENOINEER OR ARCH"TEY-7 WHICH WILL SECOME THE am IN" VANC NM ENGINEER OF RECORD (LaR) FOR FIRE PROJECT AND *10 WILL BE RESPOnex FOR THE PROPER USE OF ourm%in SCUEZTEO Elmo, THE AX IN CASE T"At PRECAST STOW_ PRECAST CONCRETE PANELS. PAVERS, SnA= OR WOOD, II*ARM-,EIE EOUND ON THE wo Pxa ENGINEER, n Nu EV suwn grSA 0=74 WALL OR nOM AND -On St*LL BE LOW ENQf1GH To WJA4 THE WAR STBLICTI)RE SENIND MICH PANELS ANDIORADIE SEW-L. BE AS MENTIONED #4 A.1) AND 84 A.2). to) THIS PZD. SHA" MR THE DATE AND ORIGINAL SEAL AM SIGNATURE OF INE PftOFEilSIQkNL rwkm or RMIAD IT PRO"M Fr. T, " AS MAIWACTUM BY 1, Y, W. SUIL4X INC, J, 0 TAPOIN ANCHO 14 SNAAEEIR LABEL %WJ. BE LOCATED ON A READILT %tSME LOCATION AT STORM PANEL S14VIM IN ACCURDANIZ WITH SECTION 17001;3 OF fl.L)RIDA SUILILM COX ONE LAM ANCROW, As MK#0ACTIIRE0 W DEWAILT INC, (MIN. e-1,50 pAi) 90 ANCHORS, AS DISTIDOM BY ALL POW SCREW, BOLT & SPCIklY CO. SK4LL SE PLAtW MR &MY OPENNIG, tAWALNII TO COUK'f WITH SMT04 ITO0,9_2 OF 7Rt fLORMA BUL1390 VON (Owl I'- #14-1" . L. AND PANUMATE PLUS ANIMM, AS MAKWACTUM BY 6ZIA ORAWINO SPAM OWN M-1 . IN, THE, PrIMUCts (MK. r_207t pAj.) TAP ,/4- * OF ­MP ANCNORS, AS WMPACTURED BY IRLI-FAST CORPORATION al) kmvi* OAMMW Or TAPDON Ahckw. ELCO PWAMIXTES AND 0 TAP-4101, AKAW- 040 THE R - BUILOOD COM fth locity HurdIld 13LON UNIT SHALI HE 1 1/0, we 20 GAGE "LYANM STEEL STORM PMEL I N0.4[37 9.2) CALK IN SOLID ANCHORS SHALL BE & -SET EMBEDDED 7/r WILD THE CDNCRETE BLOCK U WR, NO INTO ';�� SIENA, SIL M,441100, 4/4- 11-2. SCREWS USED SKU LIE T TIr Lawa ki SIM 6LOUL IRROTECTIOR "W� AND t* MOINAW FOR WALLS WITH NO STUCCO, S_ - 9) %mr.00m, CONCRETE BLOCK REOLUED, I QN DETAILS FOR REGULAR PANELSnl A 'IQ MONO POURO QQNQRETE 98 Cc NDEM BLOCK STRUCTURES M=m MEE SIONDMU I* SHMM a IMAM POIJIND A . A *716 POIM 0 CONCOM WWREU 4 FR 771 42 1& NO =1ET1P9V_: REQUIRED. --- -- - ---- --- f "n AtM FLOOR MOUNTING, &tug= OUILD Of ?AOUR"Ma 1.01M14 X-040".1 ME 0,00114 2 LID. - DOE DISTAINCIE: AM 300" (SEE SCHEDULE ON SHMS a a 9) TOP & SMOM MOUNTINGS CAN BE COMBINO IN MY WAY 'TO SUIT ANY INVALUITION, - A�P Z'T1 LFECO imc�� !ILLrr TESTING a examEkalmo COMPANY fifto, PROAUCT7 BYALUATION REFORT r,f-r T, ElkLl. REPORT NO.: 2"727.02 DATE: July 27,2020, PRODUCT CATEGORY. Shutters PP40UCT S00-CATWORYr Storm Panels PRODUCT NAME� Z4 dAOE,G LVANIZE STEjELSTOR4 A 0 FAM19L MANUFACTURER,, 9101*1 ProWAJo",ftdUQ1L1=, 4JWO S.W,.51 Street bovia, Florida 33314 1. PURPOSE OF EVA "UIIONI This is a Product Evaluation Reportitsued by Walter X 11111t, Jr., P.E. (System ID,4 1006) to the Global Protection Prodpats, LLC, R419 thaptorft, 61-020-3, Method ID oft I he:Floridia Department ofBifisfrifoss and Profossiorml Regulation. ThIsproduipt Isbalrig 1,tspeo an EvaltiallomReparl asilasoribed hareiry, and hot been verified for compliance � accord Seventh Edifibr).Offfisf , in , once with,the 2.020 Florida Building Code,70n0 -to volify1halt-ths'product Is for tho purposeiryte Tided atleast equivalent to that required by the Code. This Product Evaluation Report that[ be subject to reylow-and revialdr) in case of a Building Code change that ringyaffedifts limitations and conditions .2. EMENCE Z1. PRODUCT EVALUATION DOCUMENT 1P.E.D.I. Drawing Nip, 20415, Wed!24 GAGE GALVANIZED STEEL STORM PANE12, sheets I thru 18 of IS prepared by T Iftwo, Inc... signed and, sealed by Walter A. Tillit, Jr., P.E,; dated 07/2712020� This drawing is an Into *Ia -n Report. �900, "I Evaluatto 635!iXW. 361h8triDet, gaitell)5-,UMiF16rida33166-Phoiie� f��05) MIT lael 01 a kv. 1_411 ZAA*1111110 AWMA 1 9416-M IUW-1101 N ! 109MI 4 M u"Mmit VOUL %VrIH (TOTAL WIDTH)— (EFFECTIVE W10110- DOW " BACK 4ALUMam SIM AM A-663 GRADIT 50 O-�w cgy� EDQt ZU7� WAMWM STEEL SCW IN RED, TYPI ASTM` Tlp� ED DETAIL OITTAIL A 40LF ----------- ----- --- Awas ino I& J to.w bw WOMM V113t WNL A MMIDED CORNIER 0 ENDS OF PAWS END up w/ HEMmED roGe. I SEE W� W .125* tom .125' 1W. L CS, INLTW To 12 i/r ox ig w. MAN= 0 -093' SEE Ss SEE L 0A AM ANIGLE J9 MRL WITH MID AHIM WM 1^4 VIA "4' f4aaff Le 1 71 39 I,QW DIS, "ME rm t ___5 7W MIT' ,61w KEY H= wausit "j ax x 3M SAM -M*, TV Low No, 44167 1 FLORIDA BUILOING COOE (wall votcalty told nis Zoos) i NIMEL 02M 11004 W_ 20 WE "LVAMM STEEL STORM PAREL Dow ft IWSI ED WIND AUT K9X HOILE 0 GWRAL PROTECTION PRODUCTS, I.I.C. AT EM "M ". ill STREET` r)(7"Xl X R... 'L, M3 ALTERNATMEIV. I= WINO NUT W1W )M-20W 20-176 ALUMMht AN= MONOLONIC I"Sto W1 ADIXTIDNAL - =F0 mum N. Ok-WOE710 = Jk'I N AJA y" INVALLA110N DETAILS EOR MULAR PARE 3 & dA END QAM - - I I NM=ON IN MW OMMIM INI-0 ISI&O POURED BLOCK SIBUCIUM cNorm a= 98 WU FIX" climn MiDEM VAIJQ FOR RMA Uff WM AND E-_Z HN SIXIM PANEL 0M AD PUS Cr W-0111, OR ONEFT 41 k 9) C& ..Mz r DWM POLMA, CONCIVE ! 11 3 wL T aw r1w tm _J Ion MAW' SOm" 4 OKY, Air WII 01 r.v.� ................. AMA;_ N 2 CCNCNM ft= FROMM 11=9 Oft"g-M 09 �4 f&*X 0 1-4, W_ tan= ''a PUJS OR OF X TAROLAR, 0) ON __4m w4k 0, R W.X EXISTING NEW 1, INOF 1XVID; . 1/6 THICK ALIAL TW OR I' A (Sir SC"M F 00STIND V=O/ P11 WOOD RATE SPAM SHEM 9 SCALE 3/16.1, 11AND WIN I'WME . VARIES. I/W HM RXI 2glieft&IM OF AM WILE OR 1* . VARIES P T WOW PLATE SPACER TOP & 80TTOM MOLINITMOS CAN BE TRACK DONORM 1 11 COINEIINED IN ANY WAY TO SUIT MY (SEE WHIMM ON - I INSTALLATION. I WREM a notowk 11) r-ft. r A, tk EXISTING DONORIETT F LORIDA MJILD114G CODE (Ifigh V411901fty Zone) I It CONCRETE 13IOCK WER.RiAe W_ 20 UGE "YAW= 51M STORM PAM FRI No 44167 A. LLM N PRODUCTS. S Z 11L1EC0,.f­.\ GLOBAL PWT4'M" M&WLAI St. OMIL Egg VAM a I OR saw I, lwv� 22L=T RUEOR L*ga:rry1ssfI0,lrTp#41 load tosts wisr6-1ptiftmed tinder SSTO 12-99-stardard as piarseotiori 1600.1,2 Ibf.tbe Florida Building Code, Urifform. Static loadsas per action 1_10. 4.6.3, Pot AStM E _3�0, TV - , _* reports prepared by American Testing Labof South Florid,Aj Repbrt * DK-14.01,;Q1 1#1od 01002 witnessed byLWIUiaM R. Mah.tyerr, P E., 801z Moroz, P.E. #04 Henry-Hattem, P. E. and Roport No. 0219,01-69, dat0d February 25,2009, signed and Seated by Edmundo Largaospada, P.E, And Henry Hattarn, P.E. Large missile impact and cyclic loadings per Protocols TAS. 201 & 20$;�as Pot Sectlori'l B09L.I.2 of the FIcirlda Building Code. Test Aspeft.prapared byAmeticiari Test ng Lab of South Florida,, Report No. d&�d No verriber,23, 2010, signed and tooled by Julio E. 6oinzajez, P.E. Tensile last, r6poft,Nb. 9CW M� ysi �hy 00 Metallurgical, lnc;� dated March 13, 200a s(lghod',Aryd �sealsd by Frank Grata, 01i 4spoirASTWE-8 and Tensile Test as, p4r=, Mot0florgitiol Report Nb,� 1 bK'M-i3-118,,dots4 December 1, !010 sionad and sealed by Jerry Jactofano, P.E. as par AS TM 6!8� 2jaD - QTURALENMN RM."o awl"IMS-, 0624 L Gage Galvanized sl�topli Storm Portal formakimurry panel lerQth va.,deslgn wind load, as well as maximum ahchforspacing vs. design wind load and panel length based on rational and compairativIa analysis, ai1d in alcoardance with Isaittlon 1804 of the.Flarlds Subdlng Code. Calodladlorys prepared by Tittew, Inc,, dated 12fI5110 and 08/27113 (fbr this FaVition), signed " sealed by Waiter -A TIllif, Jr., P-E� JL_M15SILE IMP F ACT RM13-TTANC Ef, LaiVaTmissilik,impact-under460'qn 1004.1 �2 ofthe Florida Sulldlng,Code, asPor SSTD 124 Sta�ydard and TAS 201, 4, -VAND LOAD$ REM Stortripanafhooftioerive fiedtosti t I Ind 24 Ga0e Oplvahizod,Stisal ri sanw Maximum panel length shall b proSaurall, , . I _0ga iryftstod, on shoot _SL 9''19, 11, and I � of I a of product tvetua Q_ _ , tion Do umpirt (p.tD,)i drawing ". 20475. Maximum Anchor Spacing snall 6D,,Ils indicited on shoots 5, 9, 10, 11, 1$ thru 16 and ISO 18, ofProduct EveIuat1clnD0Vumont(P,E.D.), drawing No.90-175. 24 �0890 Galvanized Steel Storm Panel has been veirified for code compliance to work as a nory-porous storm shurtior assembly, as per SSTQ 12-09 Standard. 07 t 24� DF R 0.101 .n; 1/4. 2/4, 3/4. 4/4, 515. 7/5, 1W/10. 2W/10, 3W/10, 0/10, 5W/10. 6W/11 & 1W/tt ANCHOft FOR CONCRETE =W S&SOT1 MINI, MR WOOD SM I AS Installation shall be perfbtm6d strictly in accordance with:detsits indicated on sheets 3 thN 13 ru 1 - 12 ih 18 of 18 of Prod Lict tvad lon0bourrient (P.E. D.), virawlins,N0.2,047S. Minimum soparatilory to glass shall be as indicated on shosta3i 6,_ T% 1.4# 16, IS and 1&orJ8, of Product Evaluation Document (P.E_Q.�, "wina No. 20-175t -6-MATIERIAL CHMARACTERMCS AND SM IFICADOW Shall beWcUy it) accordance with General Notetifain, d Components indicated on sheet,f and 21 of I S,, Of Product Eva luatiori Oodullitiont �P.E. D,),drAWl ng No, 20175t Anchor specifications $hall be OS,jrydloatiod 0,4 Pro 'D - oaeF4 I of 1 S, of du t "PAITATIONS ANIQ COND-11110MR-OF U$E. 7.1 � Shelf be striatly In compliance with General Notes No� 1, 8 thru 14, Indicated on sheet i of 18 of Product Evaluation Documvirit�P.E.D.), drawing No. 20-1,75 PrOparoid'by TAter W-. Inc. and signed and Roofed by Walter A, 111IR, Jr., P.E. 7Z Product shall notbe installed within HIGH VELOCITY HURRICANE ZONES astlefinedon section 162012 of the Florida Building Coda� 7.3-, Product shall lonly be installed into wood irgyris structures, Product,5valualtorn Repoft prepared: by WeitarA. TflIIt11Jr.,,P,E-, (Morda Uconso NmAOM,, President of TIftsoo. Ino, (Florida C. "-Q�tf4jp 7 WATU L GE ogt S/S S_ 1.W W� ------- NONUTS 0 XA, 1/4. 2/4, 3/4, 4/4, 5/5. 7/5, 1W/10. 2W/10, 3W/10, 4W/tO, 5W/10, sw/11 & 7W/11 ---ANCHM: FOR CONCRETE SM SCHMU ON SHEETS 19, & Q_ FOP WOOD SM SECTIONS ON SHEETS 10 & 1 M RA ELs ni& & ELEVATION ICT.S. 2,fir Qk�-T *W WILM 44167 INSTA N DMU M REGULAR PANE =1-" IffQ EXISTING POURER QQN!Q8EU OR CONCRUTE =o.-MCIURES VS. 0 r. WTI SKEET 0) SHEFT 0) ----------- WH WX OF V MAS S.S. 800 OR W-0ex 0010110 SCALE 3/8-1- Sems: 31ol- commom OF (SEE SCHEDULE ON TOP BOTTOM MOUNTINIOS CAN BE SHEET 9) AW WAY TO SUIT AW U., SO= 70 . 4W lmow OR Mum 6/5 20 Ua 10ALVAINrUD STEEL STORM PANEL GLOBAL PROTEMM PRODUCTS, I.I.C.-Mm. *W51 IFIRM, l =14 05008-IM& M- I"4)OW-um A R nn C.-OaWlif Lnp A. TILLIT *.. PX UM LA,. I 20-176 - W-Aft. SHM 3 was fff _Aq I , - , - M040M FOR CONCRETE SEE SCHEDULE ON SHEET S_ FOR WOOD SEE SECTIONS ON SHM 11 is, JAM (NEW. -I WeLg Wwn�) 4 + JIM` 7 + 5OX it OF -V 114 ,j jI T f I, F,, _T T It J H N 1. kam ANCHORS: FOR CONCRETE SEE SCREW ON SHEET set SECTIONS 1 9 16993/�3r-1 Mar WiEy) SECTION AfA SCALE,1n2"-t' 4am TEM. 04- r'p. 20 GAGE GALVANIUD STEEL STORM PANEL maw " I GLOBAL PROTEcnom PRODUM, LLC. by/a/2M 1 DIECOine. AWL 20-176 -6-0 a) Cn > 2 0-0 0 C: co -0 W Cn a) CU 0-0_0 0 C: 2 " 0 W CU 0 .0 -+­0 ICU U_ 6..- 0 M > Cn - Cn ­0 a) um) E " 0 -.I.- "0 c- :E .0 -.02 Cf) Z Z W mi C%J C-) LU CD C3 " = CL CL M Co LA_ 0- C14 �AZ E Cc CA CD C/) _i,.a (3) U) CIO 0 L_ CL CL 0 U) ICU M LU Z SHEET NO. SH 1.0. Am 3ON Sim A 1/4• Naz, f. IlCV o1 1/ i!{il�lii/li most PfWI4ealW,rre•"" sue."we..tm�r�.�rir�r�.rs�..�.....„,r.r.u. +1 •PP,C Y AW-W MK PAM I t v..., -•w w, T WALK" s 4 a IA I„ 5 thw ,aP� dmi 4 Y �P HARE Ot lLUL3.)ON scm= MCK. SON spm 0%) + REWIRED Am. TLC IULAUDN ,• i 4'-fr 2" r 3' . 1/6' a s'-a' m IF-1O' r 4' 3 l dl• '' C�v ,t T �� ` L iqi 4aE�it4'A�t,,»p�, IEMGM�iP1a511J1e kFAw DF 48.n P43. > MI. oar[ AIIP,oAA l MET!$ I Aa ! f) µ5 yA�p A.S,p. ' W rD .I%FWI 1.,CPREWL0E RATING SECTM 1 ci. T s n s�li SCALE 3/8-1• wm Tal CAN ALSO m 8:k'IAALED W/o VON PANEL5 ON TDP 1QW IT TOP OR 8GT70M OF GPDFNCW. :PANEL. oPEANBlD rAI 7VBE LOP is 80Tt8M) AUi�1C1 NNSMUAfiON AITERNAl3 f9f SCALE: 1/4 - I' WALL MOUNTING BISTAU AWN - ALiM&W& SG1l - 1/4' . 1' 1. INSTAUAITONS ARE DNLY VAUD FOR BUILDINGS WITH A.S.D, OESION LEADS UP TO +55.5, -72.0 p,ei, AND PANEL'S LENGTH UP TD B'-B" 2. FOR NEW 'WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF O.% OR EQUAL_ TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CO"CF E ANCHM ou SCHOX" 0N� am 14) pftm CONCRETE CONAME.AN MDRS m SCHEME sNLYt T� POLM CONCRER .- r��}�(��I AI `.«afT4■' ;L.00"rlr,r:`anT.Ttr `';IYI[3NLW;-tWLaC •Ant 'iT.P1:.. �r � ,+ . WALL MOUNTING NSTALLAWN - ALTERNATIVE SW SCALE Ile • i' ON :,• y/j/if/ii/!/J/� 'c✓r r FILM SHEET 73) / POURED CONCRETE fM, WIWIIW) C..l. REOLM C7NM:RER ANOIOR3 €•,.t• �" (R'E sdkDlA:[ l STEEL' 74) WALL M112U lM#;iLi TlOh4 ALL AI#iLF`�tLi& #►aLitrr[tW INSTALLADQN - SECTION 1 STALES 3/0' • 1' - SECTION 2 WALE, s/e" - I" 1, LIFE S.AFEIY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) OR AS AN NNTERIOR PAAIEL .(ANY PANEL LOCATION IN BETWEEN OND PANE:S)- LIFE SAFETY PANELS MAY OR MAY NOT BE DWAU20 ADAACErR TO REMI PANELS (W/ OR W/o RE"a TRACKS.) 8 LIFE SAFETY STOR PANEL CONSISTS f}i D;O34` "LVMM STEEL STORM PANEL AS:. PER COMPONYNT SNELi 2 OF DRAaTiM STRICTURE. ITSELF TO 8E REMCaEO INN INSTALLED FROM THE NdSIDE OF Up1T1/iiN J. LIFE SAFETY PANEL REDUM TOP TRACK TO BE COMPONENT ($) & WIN TPA" TO � � p. TII BE AS PER S>ff£f 2 OF INNS DRAWING, COMPONENT Y BE INSTALLED WALL OR FLOOR MOUNTED FOLLDW 14G SECTIONS I A 3. � I 2 ON TtsS . AS WELL AS DETAILS I « 2 ON SHEET 14. jL ' GENT Afui L04M FR COM 6 i '. A POTENT S re4e. AA�NOR �ALwxi FOR +co�I+oNEtvr Q17N+cMay.cE AT BotroM 1s OVER 3x+ z � SCHEDULE? s Z SHEEP ib. COMPONENT MW BE PERMANENT WT REMOVABLE m * A B, SEE AETAE.S MR NNSTALLAXICIN INTO WOOD FRAME LNAL.OINCS ON 'SHEET 1& ,Awry,tt•� 0? it sm si'm 4 FOR OETAIL APAUCABLE TO THE NECESSITY FOR TOE IASTALIAV1,11 OF SPACERS AT 7RACLLS INSTALM ADJACENT AND BEYOND TO S'TIiCCO/WDOD BANDS: !'VNIII N D i1'IvA7��iiA'iI�1� - A1'j�'RNmm +tW 1NSTAlt.ATM ALjEiLA'11VE a (SECTION AT TOP IS UNITED TO +„'M.5-67.0 M X._ SCALE: 1/4` . I` A.S.D. DESIGN PRESSURE RATING) 6 0.4 TPIAAe1t w..,.LapPA �T'rAo6°Daraia �, �g„_MdIiNrnIG TION SEi"lION IATIY SCALE: Ile - I' sINIEaINWelrrWar 1..LW..E.c.e4l.�asalRa iB,NE�atli6Elr4 RA�flnrlras>A.�>a���r.l.�al��rl.as.l�sir���r WA REGULAR *%CILS- IWLOW) ' LAST PAND, Q_ , OE OCTIALLM AS Al FOR I n SAFETY s1CRa PN4 OPENING YIHtL E C AL% "S BE PAOAMEO WJ REAR HANDLE s-+� TO PACUTW MISTALLATi01i W I:EjI,QED ..mom OR RENOLEO Ft¢va IHSg1E or CI CLIATIf%U P:YIELL. � LEMON 8NB _� B- 6 SSEkE SCALE 3/32'-i" UMMi, M A.&RA �IE� ERLSAIM RON (Ri6 . MARESEQN UM.PAI!tEL Lam "L" SCHEDULE n .MUI (wtro ONLY FOR a I NSTALLAM NS AS PER SECTIONS 1 rrft 1% 00 "M 4. 8 « 6) raw 1 IR M TW/ If011-20mi` $5, MS aWOMAT AY 7~ A VOLOWM OF PAWL IM Aft 11�.TR �Kti QWME i NCA®LM STRUCTURES MID WA-Y FOR PANELSO& �kl6TALLAii01i5 AS P£R SEOTIOM t ITM 7. ON SHEETS #.al 8)To TO TO LENGTH I TGW45A1iF•}s!j,E 4 z `� FLORIDA BUIIAING CODE (Ht h Vatod tisirAcons Zone No 4T67 x � a tc?aa as 20 GAGE GAtVAFH2E0 STEEL SPORT PAIat � ST .. 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MGiGMAT ANt3NalS ePTVWLD AWR f,R . 3 I/i "r .. s �#--,y E wAeAlw rAtAa tn.) tAPmli eP TAP,GpP aNx-a PutTLAcx fawc a PANVLMwE ntM L. to anlNm'rE N kX1MWL�'R To ar CONCRETE m L0+An6IE ELO"aa�l` m wNERnE N a� NIA NJA 4' N/A -a' rNIA d" MIA , ( -. 4' g NIA TVA 4• F !' a' Y a' 8' FVA N/A N/A 8„ WA ti' N/A S NfA 2 i1op7- g N/ A If A N/ A K W A r N/ A s I% A 2 49b:5. -72Ai f !+/A N/A N/A A' Ti/A 4' N/A C N/A 3 t d it�`1 7'-S` NII i,EM ' on 1A5s �, � Nfi:. al+� a• � �' 3 taLitlDIA)� WA N/A N/A Y NfA A• NIA 4' NfA ? (tOp) Y` .5'.... NfA N/A fY" LY` 9a 8' 4' 6• # A 7 ' 8 Ile N t .' / a T/4' 4 II+' a t'i�/BDT1YtNp ANaNOa TtPE k SRlppia PnR M6iA{lATNP/S YWIb Wf1Ie BIXLIWW. - MIIANAL AT4]ID4 6PACItPa A,p PAMMIM EDDC OSTANCE AAE IaA'A1Ee � 1}CB FOIT E.A..lass ' rile (Np4:A` i[n :ON 5'@Y91AZ Ml9VOE AMCIW4 �/d0la BY JAififitr4p �d&ed0 5WiDYN 9M SOMECS+It R'/ THE fntLDNWp FAelt,4s; 941 iNB olNLaaral m Kam SPAW14 OBTNrSO LAWp FTC10R rpr 4E ttsa THAN aEaNuil 4WOND ImzaLtFO ANG,� tmE,n AWaa4A46 tEitYND, afalaEn�lt Tpy T/41 1I++ T/dS 1/sY T/4". TMfb• 's war ayt-al ecw-ar Ns AUI{Tdl TAae10 (� ] ] 3 ] 11V2 3 onlr•L• �Lanuwlol MI ] ] t A] P�*K, £•rsau eioktTA) ] 3 a ,rA ] 1/z _ 3 3 to ' AWAtTt.ISQAi TYASIDA I +fx - _'-`_".` ' i sie� L A .t.•ap W i; l2IMIEG7 Kam 1, WSTALLA'TIONS ARE ONLY VAUD FOR-BUtLDINGS WITH AS,O. DESIGN LOADS UP TO +55.5, 72A PSF AND PANII'L'S LENGTH UP TO W-8 . 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN 'PINE NO. 2. W/ SPECIFIC DENSITY OF 0.65 OR EQUAL TOP S BOTTOM MDUNTING5 CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALAAIJON: STUDS 0 EVER+ OVEi" (TO rites PANEC'I 3` NNA= foAsf R ->•�ltltA�ltlRRr•�a�l�lT�llall�l�i�®���\7�11� P I.Y. it i... (. w a . i A 4.+. 1, - MI •+.. , tat d -:Tit l .: i:. t:l U.1 t,ti•t:.• t•. +LEI•,.: L DASD. P7 T YAWN ,r Tell CALK MI :MW-V F 11309 O PNENTIAIE AWa } a OF ITEM IETIDnN 2 LIT) ZO O IADOL TO CONCRETE ta.00: m I�tN10 I%Ot]L TO IICOAOWKIRSTE m 5%0, -72A. H' N/A N/A N/A 8' N/A $' N/A 6' N/A 1 & 2 (TOP) S-W 00 LESS B" 7` 0` H' H• B` B" B` B' B' 1 (BOTTOM) Ir N/A N/A N/A B' N/A r N/a Ir NIA I x 2 (TDP) t5$0 72.a H. B. e•. 6„ B„ 7 , j2. 4. B.. 8" y" 1. (B01TON) of TO if -FHTZO T:2-Ii. 8' NfA NIA IA/A E" : N/A Ek T tTOP) 7'-6" TO r-r B� A�. 9' 6' tBDTTOM mA A55. pRtom r,OONNITE Y NSIAi k,E/A' la\ T40Y idt Q7 NIaE) i .TIME A iSd1B f S" flw.-fAON TOP 4F AfaAE) A « o I stWi0 W WMUM PANiE�� LENGTH It7:) INN .. 2 -fit.5 3` :3` 4 T r 3 I r 2-(BDTTOAO r-8" OR LESS.: +52.6 -a" 3" 3' + #` 2 (BOTTOM) r-6' OR L15S +SS.O -72A. 4• 3 1/2, 2 (HOITOM) 7'-r OR LESS *SSA -72,9. 2 tf2' 21/2• NIR € N/A 2:(BOI'TN7r,0 7•-B• TO H'-0'. BB.O -72,0. W/A 1 N/A 3` 3" 2I60TTOM) ?'.6 lb 8-,8 NO.44167 1 Rom TYPR'. 20 GAGE GALVANIZED SIM SION PANEL PP, tweet en OBAI PROTECTION PRODuc � LLC r+lDom RT3}s�,4�: 14cm fillo 44-TM5, FAT¢ eauMEN-scar. 2G-t7G MAXWUM A.S.Q. DESIGN ERMUK UJING (a.s.f.) AN ING MAXIMUM P ING� HEDULE F� RIGLL48 STORM PANELS ) � INUAIU iM INTO EXJONG OQNC� & CONCRETE 6LQGK STRLtCiLIRES (VAUD ONLY FM PW*XS iO&. .AS PER SECTIONS 1 TRW 10. ON SHEETS -4, 5 A 0TO ANCHOR MWGIAAN MINE Ai�`LA CENr� V SF ''•� FLORIDA BUILDING Nigh g CODE VelocI Hu cons Zone NO, �1B7 s]ma,xTecl wc. 20 "M OALVANIM STORM PANEL. 4ro�ni ae I Ur C • s= 1t■ RUTEC$�a,�! PR£CTS LLC. $, ITS, '+., ` « AMi wAG Tl a331� yly JQ) .•••''(>, Lf ai. iAm.. Pact Prb. O,+1LY1. M. R31,14. ,q, P1, tpseYae6 zsN],:A,eLIn++)MN-amt 20-176 AAA' SIiM1,l5MMN.tLWEfttATE CMNISOnsrlJr•.P,E.. .i OIA" I ,, .& AWL - MAiNAAN AAIG�IS SPYL'476 POII ED. � 3 1/x' " As TiPCWi - a sA� otucaN T*ArNELwre /TDIKE ro FwIBANTE P[Lis STIR 9R SEC,gNa � k AMRURMi PANEL PRESSURE. RATING (PULL) m colK,r�?E TO CONCRETE iACAt m GnNCREtE m I1OlICIlNE BLOCK m N`EIE m CONCRETE >4A,aI m cantratE m CONCIIiiE eiou m caNpaTc m CONCRETE wLoac m CCNGPE7E m COXCRETE fAa04 AM• WMONAnDN ,1F new LENOni T.' tW.) B` N/A N/A N/A B' N/A $^ N/A fi- N/A N/A N/A T ��)' 6' 4' N/A ST•'E slims 10, 'N/ A1Ia 12 FOR TYf£ k SIACHD ipt 4AArAtlA1K,N5 INTO WOW FRAie AWWALAIM ANCIw�TspAnPNGs AWD TIPM44IM IANiANCi AAi woIGWEO ON TMIS BC1a7)ULE. MR L8, LA53 TIAN WINGTEO DN SCNkYXA.E REOL4.'E AMCHOR-� 8Y AkiLTI+4TIMO4AAO,NO SIFCAYN DN S01+SOULE IWV: THE faLnlmN4 fAOSDI+s, 7N3R i1Wr OIL Y1T � PiTS'4M.E. REDUCED SPAI3NO I16TNIRO t1SNtO #crDR SNW. NOT BE 1F85 TFI1N 141WdlAI SFYGIrG 4RICAIFD FUR itCN ANCFIOR TYPE AT ANQ1519 LEGEND. , ANpNOR 7YR T/3Y vJ#'t 1I4S ,/4� Tldy //ai. 7M001 sf 'wP-a!P p W%MI f Wa AMPp4 tiaowa a td2 a - N�p�UUQ. nmNNe Ip.) 3 3 3 3 a ] 1/t 148AW,J a«+P,e. NAMt O,J S 3 j.ttt a r/] + LENGTH E 1) M" PAWL LENM ( 1E 1 4^4 LAG DNS 0 d 0& W/1 1/2' r�oumm PtAf �Ir rKt PAL E ` �� Ma. TNREADEQ =: , I wW"• i l 1j! ` OF PLATE t i 1 4Y LAG SCREWS 4 5Aq oc4.I �STAOG/M Wl d I Pt 1tME10ED'P 1o7oOMal 1 i _._._ �L.-..... ' At MIDWOTN OF PLATE _. _.(._,.. `-......... SCN.E 3/8�T' SCALE 3/9-1' SCALE 3/6.1 I 1. INSTALSATTONS F'LIR ALTERNATM- OW, SW '& YON ONLY MO FOR BUiIN140S WPM AS,O OE5TON VAN UP �10 +43.8, -48,0 P.S.t AND PANEL'S LL:FIGTN UP TO i2'-A` 2. FOR NEW WOOOFRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE ND. Z WI SPETYT'IC DENSITY OF 055 OR EQUAL, TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY At". PANEL LtWH (SEE NOTE T) INSTALLATIONT t I 4 L 55 ai DP NI� a NEAIWA ,"; x "nn -five �. ,T lYE 1 ALTE�iNAT A 2 t/34At` wAe+daE on, s { O wffI ED OR 1- i 7- i L .YryI :W 1� WOOD t7 4 {# 7 OTf 1 M t .-, j .... i B LET ALTERS !LE_4 ({ Ov s / , tJ2' 9 1/4w-"a sa, nw ALTERNATIVE tr4� PMNEftaac. rLtLALE p DR 19QQ FRAME CONDMONS ANCHQR LOCATIONS a mi-TO "Z.- >/4' w 1' NOTE:4actL STRIVER TRAMS NOT allo" NYAT AX Wr WALL MAO N 1_1 AL TIO�I � p T!►��T ANTETIVI t�y�' EN j - IT FLORIDA BUILDING CODE (High VelooN Hu Cana Zonall D t1F +Ina nlar 1Ae 20' GAGE GALVANTffD STEEL. SLONY PANEL L r 1. ARE ONLY VALID WNM AS.O. DEEM LOADS UP m +Bs'3 72A M4i AND PANEE's TAP To a=g, { 4 $i ..�•Yr�,ti'y,`„ '- 9 o i RLfl `" - --- /� 10 E C 4 CLOD PROTECTION PRODUCTS, uc. "All All 2 FOR NWI ,WGGO PRtPVi GLk8Tf1UC11nFk WOOD 4EM4ER5 TO K sowa0 tANE Nc, 2c WI sPBCaXO CEtmGY Lu 0.86 OR, EIIUAL. 41rrrItNi11 •1l�LS INO, 4WOD &W ai siraEt a `M4XN-B 20-176 w A.« flw 4+eoliP:. WN N4 4F' (Aaa WY Fr.PTA MNNiL, IWIM. MINOR; No, P.[ SAAjf9aINnARE/QAIE A...P .WaR� N N c- cn C� N -� U N O O C .� Ca U -0 yN 0- dj � � co CB -� - c o v O _ u- _ cn L W L CL �'/�^y VJ cn (` W (D co O Q U C O v, LLI Q Z Z Q J d SHEET NO. S H 1. 1 --ANCHORS (SEE SECTIONS ON SMELTS 17, 18, 1916 ZD) ----- _ Af77, 3+ IL ffi7/t7; A8f17, s 7Aw/Ia t saw/m ' 1> /1s 7eaTfsi a UW/w 1• I a 1s 1 0 o O 1 O o "i� C i •._. eux. wo mur a l IA N" NIB./2WIT. a/14 W11 7'YLHYIN. 1AW/4% TID/19 & 00/20i lbYf2O YI.,,,: ---•---,••,.. ,..,°»` (SEE SECTIONS ON SHEETS 17, Is, is k�.`...- =12bi AZ EOR UFE SAFETY STORM WIWI IM910 SCALE 3/18•.1' - N/,r wL CW. SECTION A —A SCALE 3/16^-1' MAXIMUM A.S.D: Mm4. PANEL. LENGTH DESIGN PRESSURE L (ft.) MINIMUM SEPARATION PANEL RATING (P.e.f.) (SEE SECTIONS) TO GLASS CONDMON +55,0, -72,0 8'-$" 2 3/4" UNBOLTED INSTALLATION DETAILS EQR 9E ONN 14 EXISTING #2 FOR L+FE SAFE JX WOOD STRUCTURES MRM PANEL SYSTEM i a 1$A9ER r `�,,�,,� HEAD1xE � .• IRA08W �� ,,,, NEARER Tj410 TAPOON O r 0•C. tt i' r• "-"W/.7MDC:.iH�EADED. tHN AT RO00 ! 1 :: ,,,, +" : �,i t 1 4"4 U t" i r O.C, 1 T -KITH. TNIiADEO P� ON At VpW :. ` '. " / y 9/A`R TAPCOM O. r :O.G. ,. _ i ,-:, 1..%'n TAPOpN i 8" O:C, •....._.`�""I, 1 t/2 TAN. TNREN$ER q / -w/I Ile WIN, 1NREADEA PbQE1""I AT RYWa Y. i \ HEADER A ,lr f HEALER 1 4 a . 5 / A f :..; PETEIRM1TIaN AT TNOR HEAOQN 1 VaT/IDFA I All- 1�.�Ft .H r 1 -�f ( A2'11 H ) i•'' A Y"' i. I i f tI pl PAW l.E1KON f:IAB'S Ya NIAta �. ow it;i (SfF Hai T BELOW) AN SUINNUM ; TO. musk I �. PANEL llDN2/N' f1tA55 •.. ' ON SWIT no MAIL [ (SEE NOTE.. 1 8401W) Ae. fOAPABMN f 1 EOU5TPf4 TO wAar CUSS _: ON Ral6 it) i W N17E7 if1' I { ( 1 PANEL tENONN r PANEL LI AM _ NP: y[PAKaNN Ai i i ._.:I 1 EIGSIUYC (SCE 11DK eEl r 1amAMS - NOTE la1,fM --� L ':--.... ----(SEE ) 1/," I,r ---._. I Hw: f!R2Y iA) : ( { N/4'R s.; {cg N a tNlNb NUi 1 ) 'I 4 MR O NUT I 6 ..._. .',��}....A ...:n.._. 3 ..."ty,.._.� :"I �•� a� _ V.�1� Qh. .— �.'Ae"- �`ltiy'„-... 64 'MIN. MRiWL!D j( t A . 1 DftTaIOF iMIbMOM Df %AA1E6 1 I i 7 I I (D �__! o • Y --� CONY. ' ) CO. T I tt i3 I --� CDR. E9. +, ^� ` . `-� t r C. ( * ; I/4"P-2W3/i'5S, : y t'p, - - ,; '-., i/i•P-1ak3/,SS. us, W/ !a'ee3J�' " MIT - 7/8'Y+13/]2' W&NG NM -¢ 9 k 3/32' TMIO IWf 4 11 } i 12 i/r 0.0 ! 7 e'f 4 3 3Y' 11A0 I } _i i1 VALSNET+ i 12- r Y { i ) wAf1NR (BEYOND) f( a 8' O C STUD) ' 1 - T I r - _ S 1'P TApCOF! i a' 0.C. AGCLIAF-0 W% 8TW) _ LTIT 1 41 TMCgI a' 0.G - - h0H AT tAIOVADIW I < f W/1 T WTI. 7+A0ED TNMN #T Mm117bTN f .....Ii..,A.°, k W)} 1 2" MIN- 1NREAOEO' POh�ff1RATIOa AT I vmm °s t , S �" )_ 1 j OF PLANE 67 ' MIOW PLATECW I MATE ' RATE-i. { •' W170D CUTE a �13 IOOD PLATE. : ___ A Rm .....__._..._.- w000 PLATE Nr, — R5 3N a Ei4I! BALL A l 7i11 SCALE 3/8"-1a.0 MNSM MA ft SCALE 3/8'-1iB SCALE. 3/a`-I` '... b015(aIf 4 W. � SCALE 3/8`-f<. FLORIDA BUILDING CODE' 10 h ValoaN Hu Zona 1, INSTAUATIDN#.ARE Mr WILD FOR BLaROOM WINAS•O. UP 1n .353, -729 PSF AND PAfEkS LEN61N UP 10 e'-e MMIGN LOAM ; y' ND. 4 : pT no Pmro rdTEOR. we 20 GAGE OALVANIZED STEED. STORM PANEL FOR DIN' wow FRANC CON TON, wale MEM@GRS 10 BE SDNIMFRN PANE NM 2. W/ SPECIFIC 001SW OF 0.55 OR EQUAL - -. -• "C '. - Vow sr., ---~- Nn PRODUCTS, U.C. Q )NGLOBAL PRtiTECTWNC. ,IOa se a1 siAFii 1Are t COMPANY VAIL krFNk++ANfo a4w� xA n�mN nNs E i/ffi+) Ta 4 N=kc' 054>mP-oln 20-176 As, RN. , t',1f P.E 9AL/N=ia:1E- 4a Plrl� as r. Ma MR41a Na. WNLILR A /A1R µ, 7'E m.^ •" • - .SIFT N Rr 4A 7/A` 7APDOT ANCIgNs 1JK• TNPCONCNW M RS 1J4• TAPCON DITCH I * TRPCQN OC. OrD.C. O9'0.0. PQVRFO f. :� POURED 4ONCFIZIE_ ' Pow" CONCRETE; � X I'IXIRFpji'll- NI011.= REQUIREDOR CONCRETE 1` 1!PLOCK REQUIRED EO!0.e ' Ar, N]AARPN "' e i ^" `` AM. AVAAAww TA u^ i N4N. AtrkNatN m I U -ow AA ' `m 7vNN i I OTA•>0m, Iak j NOSr ., GLASS GLASS I j a ( I a mn' �.. �h: •._ � 4an �0 I . N } eIPLb ItY I �• '. i:.O e a .__ _.� � .__...!_._ � � \/z• - ; _i /4'r-2OA3�4^s.s. N.s. wf 'rr� 1/a°r-•2aai1 a.s. N;s. w/ )_.. 7Myn2Rx3 o NUT 7tASTBR I I ff3'IA3/3z' SING NUT WA97 EA 12 4 D wit � 1 �,�f8'o x 3/sz` wk�x % �x• B j+, (BE'/4k6kiJ. ASHER B 72 I/2' O.C. ( fJUT wA'pPER ( !C) N 7 4 TAPCON. ANCHORS � '�1 7 4 UPCON TAPC-0N ANON�S T ,' FM5d7N MICIJDNS 2„.-„ 7 :......"'�4 1/2 O.C. a, 1/1E`..._^�'(^_,^ (STA .OD D w/ STUD) i51Ki3 w/ 1)ETE .,„.,pyURED CONCRETE ?,-;... ,, 1URE6 RE(NNiREO BtACN C•OAlN3aMOI, OOONCRETE mm REQUIRED REEILARED .. KWLIATION WALL 2& BLaOK NA UMAMNO INsrAUAM NAL,L #jQUNtlwMAUAM il!SD B ! Li£�SA M PANEL SCALE 3/8'-f' SCALC 3/0^-1" SCALE 3/81-1" SCALE 3/8`-1" SEE 0103 IR t 20 TOR NCMM rm6 • Amm In I �yow'"mi &y wow ut faTALmw1s 1Nro rwaD j Ymm NN"Aiaorm= AM PTO am PAS 'm6 �i E „E �14�-'•.;$ y,� w 1AE FOR ED (ESS wx Nl wro ON 9.a.NMd. Y _ FLORIDA BUILDING CODE h 'Ve(aaif (#urticana Tune 5N2RLLKE. RFauLT iNR2i9F sPAERB an ' .+r 1rin fhf a S. - WATPI.m o=SWING4 srm ON SaiaalA2 At>R21. Si:.OFAtE ' CIO. 41.: _L * _ eRmv naEcc. INC. 20 OAGE GALVAMIZED STEEL STORY PANED. €v. SV m w: N' THE FUu01NfN0 FMCIaIB. MR MIS i �. �. ,TINY �. � .eks �-•••�••.' -. ay OPERYW71 10 8E PEA, RLi, REaIrt€0 --.-_ :,�..,,....,,�„�„�.._ - aPAEak aatawa L1iN4 FACTOR SWa1.%qY R try` - '3 :. $ "( " iz SONS THAN WRIAN Aa�Am1 .•'� _._ � IL E� ♦ �t GLOBAL PROTECTIpN PRODUCTS, LLC. CAM MR 1 ANCHOR' TYPE ON n%A swwor 3' "° i"7p ;: R{ - E Ve`.O 2Na. AM ee�a1 stnlLY 31Ar '"4y�F•• ,.+•. w«, aNn. x. •aoAa n_ Ne+N+E; (abHTat6, FAX. CssA7aSR-star 20-178 _ _. -... &AA,F NA-k.N.f(1Nur.AW.araiArwNA1' r A. CR,aVNa Nu ::}.Y it Hie -. 1, IRSIALLAMONS ARE ONLY VAUD FOR BUILDINGS WITH AS:O. DESIGN LOADS UP TO •F55:5: - 72.0 PSF AND PANEL'S LENOTH UP TO W-r. FOR NEW WOOD FRAME CONSTRUCTDN: WOOD MEMBERS TO RE 3UUT14DW PINE WO. 2, w/ SPEC M DENSITY OF M53 OR VOLIAL WALL mougntic ig,. SCALE 3/1ra.1` n antra• nNn, nula .arms. a�:�. r INSTALLAMN QUAILS EQR OPTION 02 EQ8 UFE SAMY STORM PANEL =EM IM EXi$MG POURED CONCRETE OR CO,NGRETE BLOCK 5MUCTURES i 4 TAPCON ANCYWPS 1 4 TAPCON ANCHORS�..r D.C.POURED CR>11.00K �y COpCAEIE&OC3'f'i { RFAUIRE4 `` REQUIRED t NkAk I F cxw GLOSS i'no, OraAAF i i S I � "cl I r t _ 1,-wo PANELNATE PLUS wf If,-iO'a PANEWMTE PLUS w/' WNO NUT AVIBHEW Y ^e A 3 W WIG. Na V0TA471' f as1/4^ae, BLOCKm ACQUIRED WAL MOUN NO wxN�• I uFrE PAHEL SCALE 3/8`-/' 1111N SCALENOW 3Jr..1a �. tiR ot Sit SHEET w Al 20 FOR ANOtWM-TWA a. - i ' SINNING MR INSTAu AMONS Nib WOOD mcNN a V -C •':• •t, RaAIe splulo a. wn A "sA m. 3 3 g Melmw AM" 11PAON" Am WNWa ; - ND. 44167 +< S FLORIDA BUILDING CODE : Hi h voloat Hu *an* Zone FOR! CA, mm yew SCHM" A axe ON xsn kwa ak..r wNk av 3 a rya s * t _ am mmx. we 2D GAOL GAILVAHM S{E£L STORM PANEL F.P. NAATIRTRIa SPACYIG SfWwN an SLTNTR" AMMILEC O'AaE aI1MT4). RiCMIt :, ]'ATE . +a: g oa1N" ar: BV 1tIC faLLOtaTK RXi TiYN - �•.-•,•• :--••-•.•..•-••- aPERNatltw m - �!G�.'._._y._._.li TORT = 1_tIH�II. PRQiEC7i0N P?13F{t.1'Sr LAC. aT �. ORYARNO MMV4N; FAOTON SYNN:1.'IAFT n-1 ..���7A Ar"•.•.• � lL E Ole 0 11EG. aE u3s TLIAN awAUN sPAewa 1rnDusD s I m �yAJ ONAL TAt 1 SalrvwRi 1 1wN E%sN THE -LAN 1NH AS = FnNNAN as . Cm n aHr, P 9 i& {oa4}Wk FAX lRx+)n v-apvT 20-! 7B a1 x- i7wr, 9Rt+Nk4'. Ir,f .N}i Oar r 0-1 6 . r4L SBK/%gNAitIN)WTE - rarmr4akla - TER .kE • Ml ` . mm to or 24 GEnNI RAL AM VALID 7 Fi" S' M SNOJOU 1, E-Z FANG STORM PANEL SHOWN ON 2FIS PRODUCT' V44M1T)ON. DOCUMENT (P,E.O.) WAS BEET: VERIFIED FOR COMPLIANCE W a4) MINIMUMGON DWDMW OF TAPAMCN6R5 AND PANELMAIE FEMALE TO& PA1ELWE PLUS INTO CONCRETE ACCORDANCE WITH THE 2DZD (Ah EDOK3tN) OF THE-FYQRICA BUILDING CODE. BLOCK SHALL 1E 1 1/4'. DEMN YANG LOADS SWILL. BE AS PER SECTION 7820 OF TWE AIXfVE MEId, ONED CODE, 8.2)' NOtlRiLB,T EMBFDMF7Nt D)•:. 1/i"+f x 7/8' CALF(-NN ANCHORS SdfAtC.. IS 7f8' VtUO CONCRENf: ...FOR , WIND" SPEED AS ITEODYRED BY TFTE JLNT u N WHERE. THESE SFIUTTERS TALL TNSTAU.ED AND N4 EMBE:ONENi MTO ANY FINISH AAATERIAL SHIAL,L EK PERMITTED. FOR A OLl2E;C7K>Nr M FACTOR Kdr0,Z5, 05ITC E 7-7 MOM SNAII FmT EXCEED THE MAXIMUM (A. T) I JA` a-20 �i SREwAUK' 8OLT5. (Sen SNAIL6. RE LONQ ENOubNO",•iNAULO ANY PNNtSd^t. kAtERW. SxlSfj. TQ DESIGN PRESSURE RATINGS IROCATEO ON 5H&t`TS 25.:dN 28. ENWGE SI NNTD ANCHORS, IN ORDER' TO YERIF"T TE/E ABfi�E CONDITION, UOWTE DESIGN WIND LOADS DETERMINED PER ASCE 7-�16 SHALL BE FYRST REDUCED' N AS.Q, OM" IANO •f<OAOS$r MUURPLYIXi TAM ':BY 0.5 IN ORDER TO M31 IN CASE 1}HAT' FRECAST STONE; OR PRECAST CONCRETE PANELS BE-F0EUN0 TNN THE ETpS4RNG WAU„ TO COMPARE THESE W/ MAX. (ASMI OESIGN FkESSURE RATINGS INDICATED ON SHEETS 25 k 28, ANCHORS tdLN.L. LRE LCDNG ERNOUGfI TO. RE" THE a1AN STRUCTURE BEHIND SUCH PANTS;ANCHORAGE SHALL BE AS MENTIONED IN 8:1) AND IN 0.2). IN ORDER TO VERIFY WT COMPONENTS AND ANCHORS ON I" P.E.b. AS TESTED WERE NOT OVER STRESSED, A 334C INCREASE IN ALLOWABLE STRESS MR YARD LOADS WAS SM USED M TAM ANALYSIS, FASTENERS SPACBTG TO WOOD HAS BEENSETE1tA11NFa Hd ACCORDANCE WITH N.D.S:'2015. (C) ANCRORS SHALL 3# INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND -SPECIFICATIONS OF THE ANl3NOf'5 STORM PANELS ADEOUACr FOR IMPACT AND FATIGUE RESISTANCE FITS BEEN VERIFIED IN ACCORDANCE SIM SECTION 1626 OF THE ABOVE MENTIONED CODE As PER. FF tmmT TESTING LABORATORY. INC. REPORT 1 2032, AS PROTOCOLS TAS-201, 11. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDRESS Of THE STRUCTURE WHERE SHUTTER TTACHEDTOTO BMW PROPER ANCHORAGE. THIS SHUTTER 94 Ll ONLY BE ATTACHED TO GDNCRETE, BLOCK TAS-202 AND TAS-203. IISS TOK Aft WOOD 2. THIS SYSTEM PAS BEEN DESIGNED TO. BE MrAJ.ED KN THE OUTSIDE OF THE OPENING ACCESSWG YHE OF MI49 FROM THE - INSIDE w/O THE USE OF A UDDER. OR LIT. THIS APPLICATION IS VALID WHEN INSTALLATION IS IAIVOED TO BE PERFORMED 12. THE PWALCATIOW -FOR IS TO SEAL/CAULK ALL SHUTTER. COMPONENT CODES WON REMAIN IN CONTINUOUS FRC`M THE INSIDE OF 'STRUCTURE- CONTACT ONTTTT� WITH THE BUriOM TO: PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHVIIER TRACKS ALL. AROUND FULL 3. SERIES 1D00 INSTALLATION IS APPLIColOI E TO SIN" AND DOUBLE HUNG STYLE YANDDL75 WHEN INSTALLATION IS RE01MRED t0 BE PERFORMED FROM INC INSIDE Or STIRCRIPF 13.. STORM PANEL I0.S'TA LATIOt SHALL COMPLY WITH SPECS INDICATED IN THIS DRAIMM PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED 13Y THE. JURISOK" WHERE PERM" . t5 APPLIED TD 4. SLIDER $kM0 INSTALLATION IS APPLICABLE TO SINGLE AND fbtDtE' HUNG AND HOR120NTAL SLIVERS STYLE. 91TNO0WS WHEN - :INSTALLATION. IS REOUWRED'TO OF PERFORMED FROM THE WSW OF STRLK`R_ 14. ATRIUM WINDOWS AND DOORS, INC. E - 2 HANG STORM PANEL SYSMA' IS PAIM PFi : 5. ALL ALUMINUM EXTRUSIOINS.TO BE 4083-TS A&lOY AND UAVOER. ;(UNLESS OTNERWI6E NOTED] 15. {qj 'dH15 PRODUCT EVAyUpTDN ROOUMEN7 (P.£.b.'. PREPA(EO BY THIS E�A'rINEER 14 GENERIC AND DOES' NOT PROVIDE - :INPORMATKNI FORA N. 9F'ECITE PROJECT; i.A. WHERE THE SITE G0N6tn0hiS DEVIATE F74Oi.. THE P.&0, 8, ALL ALUMINUM SHEET METAL 1YSED AT CEGSUAES SHAi.L HAVE ;10r-•FIRM ALLOY. (Ni: CONTRACTOR TO DE TiE5P4NSNBLC J'OR. THE SElEGT1ON, PURG9A5E WNO TNSTAti3ON iNCLLICINO Lrt'E SAFETW GF. 7. ALL STEEL 91NELT METAL AN SYML1 " SRRN A- M' THIS PR CT 7 P E.'A5 §AYE CTURAL OtTAJT'( StEEL, A51M 883 EiRAOE 50 m,. OAI:A'ANELED STEEL COLA BASED CUR TIO P.E.D. PAT NEJSNE ODES RQT DEVIATE TTEDAI THE CONDRUONS DETAILED ON rM DESKUMATK7N W/fy- 58;8 TtAT (AFTER Ti6LCEtT)v THIS ooetIM1ENC CONSTRUCTION SAFETY.AT 911E 15 T1`1E CONTRACTOR'S iN;o-SPDw82&tY: 8, ALL SCREWS TO BE SIANNLE58 STEEL 3W OR a;$ AS SEAMS OR CORROSION. RESISTANT COATED CARBON STEEL. AS.. PER ON (C) I" PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVA)0 W MODIFIED..... 3OD S W/ 50 MAi YIELD : 1 1 / YI STRENGTH AND Aa TENSaE STRFSHITM & SFNLL COMPLY w/ FLORIDA BUKOWD CODE. SECT10H1. 2411.3:3.4, (d) 51fE SPECIFIC:- PROJECTS SHALL 9# PREPARED By A FLORIDA REGISTERED ENGINEER OR41CONTECT WHICH WILL 9., BOLTS TO BE ASTM A-307 GALVANIZED SSICE14 OR AM 304 SERIES STAINLESS STEER., WRH 38 NN MINIMUM I= SMENM, BECOME 11E ENGINEER OF RECORD- tE.O.R.) FOR THE PAOIECT AND NO WILL W �.E FOR tK PROPER.. OF THE PEO. AS VX ANCHORS TO WALL SHALL SEAS FOLLOWS, SUBMIT M HIS EAUSC A TEp iTK;INFiA TO fiaE P:E.O. ENGINEER, S•W C R T� SITERSPECIFICRO DRAWINGS FOR REMEWACTING w j(Zp{LR11Nxam (0) 1WS PED, SHAME BFhR iNNE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE ENOINEER OF - 1/4'e TAPCON ANCHORS AS MYNUF:--WRM BY IT,W BMDEX. INC, (MIN. e-3792.A.M.) RECORD THAT PREPATIED-.l - 1/4. 0 X 7/8- CALK -IN ANCHOR,BY DEWALT INC, (MIN, PC-3000 P,r.L) Ia. STORM PANELMfiAHUF�Rs LAND. SHALL BE LOCATED ON A READILY VISIBLE: LOCRION AT STORM PANEL IN - 114-10 PANCIVATE FEMALE M & PANELM}ATE- PLUS ANCHORS AS MANUFACN)RE0 '8'f ELCO � PRODUCTS. ACCORDANCE " BEC'04N f709.9.3 OF FLORIDA BUILDING COOS, ONE LABEL SHALL BE PLACED FOR EVERY OPEMND. (t•C-3m ps.l,) UBEUNG TO COMPLY WON SSECTION 1709.S.2 OF THE FLORIDA BUILDING CODE, A1) MINIMUM EMBEOMENT OF TAP ODM A1dCNNOfi^s INTO POURED CONCRETT SHALL BE 1 3/4` AND r FOR PNNELMATE FEMALE 10k PA ELMATC PUS. A2) MINIMUM EMBEDMENT OF 1/4' 9 1: 7/8' CAX-LN ANCHORS SHALL BE S. 71e' INTO CONCRETE•. ND EMBEDMENT INN ANY PMSH MATERIAL SHALL BE PERMTIM 1/4' 0-20 SS SKEWAIk BOLTS: USED SHALL BE LONO ENDUGN(SNOULD ANY FINISH AMATERIAL MST) TO EW49E 3J4' m WI NTD ANCHORS. BAN A A3) IN CASE THAT -PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE Va"N0 WALL. OR ^ AN FLOW, CHDA$ WALL BE LONO ENDUON 10 REACH THE MAN STRUCTURE REMAND SUCH PANdEL& ANCHORAGE SHALL �..'-N�. BE AS M041140 IN AI) AdD' IN Ai),. t . -" ND, 44167 - 1/4" a TAPCDN ANCHORS AS MANUMC111RED BY Al:W, BUILM. INC, - FLORIDA BUILDING CODE (11t h Valocify 0444 GO"* x4ms 1/4" e X 7/8- CAI( -IN ANCHORS. AS ANNOUFACT BY OEwALT INC, (('m-150O pxt) 3 p', F 'A m A1LW W 20 GAGE GALVANIZED $REEL STORM PALL FP, . '! *« 1 ' 'fir - #14-10 PANCLUATE FEMALE D AND TE.PLUS A4001S, AS:. MAAWACIURED BY ELCO CONS03TCMN '\' .�. OAAAN or pRaoMcrs {T' R-2b7 t P.a i.5 a A+ GLt F m PROTECTION PRODUCTS. U.C. 07JDOM nae If yam' �i Q INN. C �i as3T�, re: a.a WewrNmaw Nw "ft ( *)M-n4$, M MOSIn-qvN 20-176 w• ,Aa1rf1A `. AIN e.M 4weP ws- UAW" N¢ Ttdrt, PL TP,YJ9dRAYRJDITE lWLiHl P,L b l•,w. a - " amm 21 or 2e Ill c_ in -� U N N O 0-0 O N N O O 0 O a) O .� E W > 2 2 � U7<C Il w J 00 {SCREE. 1/219 -. Is s ./ f 24r4/2;wm: Wr orO 3A- 2 /24 V/24 i ii t ceE Nc1E A a i -W/ORWM6,' 24 1'qL TE Wrl 4H00w 3E£ 1SEE NNJfE 2 aD.arD COMPETE ANHM 3 AN,., r - 2:581•--•-- of 3 SC]I "eN ai4ET 34ii 2a No.. OD (5EE St '-0IRE ra 3HEE7 2E) I• N%, M (TOT ) --- 1 4 d (kk eavmAc ak t s-s Aoas A g tvs 2oeaAA +"t9 p� r••-..- is196• a WDm-___-.._..,._.__- 2.2so' ! e--•2.s9i".--•-I • ' `1d0 ArA I Aar• stAs "'P' -� N>reTE+Rnlda eN A"". _._- _ _ ... _,.12.5LD' (EFFECTIVE WIDTH) ..-..--...-.._-.-• i 1---2.250" ,,lt}. alaN so r7r IAm 2» BIEOLA2 aRoa ` 4 ar. \'=s• rs. }� 1..... i cn , x- lrr - .....> 1/2•-, 2• w NeXT 2A � 6Aa4P P "r NB °1Ak® CPIOiR 1 S r o.c , ? 1 � • s T7ii -•�f3 _RI AW) 1 �I' IT 2.SOa• ` � 3 I � •� , ] f � � - _ aALVAA2IO SIEtN. 1 3.3tSD" 5 2.2N" i { 2:Spa' .•...,, 60 x. v.• il 17' I i 2.zA4" ' (17A... BNiLNaR PMNMt) (fN1D17aR. tINID80RPABL) I.. PATe3J (NIIICOR P G3aD PAN.) 2.b00. 2 }" �..HEMYEo lYP-. ASIM AIM +,„rR ,y. 1 3 ..OWIE t 3. , BFSOA' N {Db { t , - '4< ° i •.3 �,'� 1 �(,wo 6 s I 7 - : 1 EOOE ' • GMADE 50 1#010 1 DEdI. .,,__y I REF NOYC .A IFLaA A tU s t >r�E nmE 7, 4 ."•`„ �S' H �.. *`'` �' i �" ffi Ta.1 i _ vtT+4 N e `• �' � --E_ 3 a-eo Nwv: ...,�.... ) F 1.. 1. 1 :�,�, t ::rNEl amtNs :-••^„ �:`+. ' S: LDEIAR. A , : •18.8' 1.. f: l2 + C +. + ( 1 , 1 _.._ , . -, �7. � TE0 I � ?�, Ms: wf ( 1 H1rPa e T L a I .."'•--•2:$70^••----�I ' "b� 85pJ�4,T•EmO: a. ,A°. -. co :, STORM PANEL. s.� 2,47f1 ,..._.-«,•. _ ° _e . : -... �qyy i E 'h" TRACK g "t!"' TRACK , r N +A"1 i� �. I,(i�.�iil�i � y ' # "� ,._ ...-.,. 8. -r • ..._.��IRE� � Oa¢IN' l2mE { � aaFey 1 $ `7"'^'^ 'R i � T/,rn- r L� ' - PAfRLMA1E TOWN). t- fTIR Mr. ) ,Ja'F-mart,• NO ,' I "(A� N Lam. 9iE NOTE 4 aE'ftM _:.. 4, NM a - NaJ 7 M N7RiY N mNLSs PANEL''S iND im -., 3`--I •.. NS7R LXN1(xrETt'AIa7gR5: TES'.��"'....3•-T•.•.-N2".--t-.-.s .i'ETNNATE�� T M�T 1 ••- mi aNm - LJ*'+-ae.atr Nh #PMMtwN aYNN a /•.� '-_.. 1.'-i- 7A;NEPAA,E iM SIS,EY 2x ipt WOOaW�VEpµ9rpE 1E0F1 LI2' 1 r/2'): BNf1 P `' 1 w FaN FM t alatlA' w/ NDAMEO EaO. # �- ae 7nxs CN axEv Re wIEMOR PANELS: E�f 1YO8AP } 0~ 1 10 mr55. N 1WN Rvr • -1 -- 98^ e T +i f 1 1 C+DN PT'AN V/ 1 .83'. �^�FE NDiE ? .�, OR (DWI 0R M/a�. sy PAIREQR_ 0 TQ WSTAidED AT E,uSNOP}3RNaA%wE'S RISTAM AT COG" 3 ---- .- ko.Oe �1OW SiwN.A. 1 • - ; � _ I,•'__"_ i RWt WVLlE TO FA'AIT - INSTALL)aNRN W. -W ET> � l/.47'= rR. F N1EAAIED iO BE msYAi Fa FON7aN .. IN OF STRUCTURE. .. •„Oy'A• �.-. -:... +� ..I (... 7R`JLE 3/A2' - E INSIDE OF SUU4'TW1E iPXE 1 mmm GAP N Ji Naar, srs 1/A' Naa. arP t 1 Mnre ' wA4a .N � �. `P� I I` 1r,• Npa- DAP-'.("- 1 i r' ,r N t ' i at 1� t N r ISOMETRIC AM DETAIL. A . _ _ ROUNDED CORNER O:ENDS OF PANEL'S I -----g ; 1''\%•@ t- �• aouam T F) awt , END UP W/ HEMMED EDGE, f zs^ aso' 1 „� (N.T.5) 1__: .via .m..,# 1:..._,L1,125^ a1oTLt .. . 3J32' x 1 AOCx �„�,.�. (1� }7 EWITDN OF SERIFS' 1066 E - 2 NANO STORM PANEL SYSFEM NXDt19YSTA!LiS OF PANEL + ramAwa +'ti'" rr'✓r''i" ✓ ,Jek; , rs• "" 2,000 .-..-•_.-:-•_.,"-.-^--S' Mau..... m a - TRANS AT. TCO at PAhE1.MthTE PLUS OR� 15` LONQ. . �'�• � � a �� ' L (1), ON.J '.:5E61E2,.ZW� '''E - 2 NAND S10RM PANEL SYSTEM CONSISTING OF'::PAWEL 4 �AT. BOTTOM w/ . ''.. f' ]R R:M a-Z"" tFrn' t L'{q'�'•'gq•"'7 rAnr�Ja� ," ;i ' Ua+•'-^•1 y�',q�''F- LI M .. !� w - ► (2), ov4o PANELS SHALL ALWAYS BE t2NNN£C1EO TO Nx1 SILL.wA,L"$Y MEANS OF lmk' #/{'a"�'' 7 1 L N: t r l eAm P 1WkRgtlke 4 5 6 _ _ Ci11"J A IA. A._Ct P DR F s NruY t5 � AID i0 ! 2 , Cant. TI?AAtaa(c5 TOP & BO1T041. ANEW AMM1E i NIT A IPA ffiaJd^ LYf 1` , ANMeRD 3 Ems! ,.___._ . .,.:,.,.• mAOvaE A �Et (_ (.).. PANELS SHM.L ALWWAY N CONNECDR$ TO BOTfLVA TRAt.RS t>7HERWf15E A STINI.BAA U ED W/ MONO: 127 'riHCK,.AT ttOflDM EN73 PANELS A1mNMss g -iAvwt �' ae # ara aPex� Aa :'` ++JT�V:v' NRN t RIPk.} U 1 1 S1MLt 9E PROVIDED AT TOP OF S[M$A C SHALL E C(DNNECIEO ro JCOE) w/ 1/Aa-20rifd^ Ms w 7/ J3 • «. 6061-TO AUn. ALLOY WING iNt11 OR 9/4N- f4'�� MIn: THUNBSOOw NX o iA �2 (O21P1 AS mar'mI) i. ON "" I ----,CO. 4N sHm 7O : a YY.esa ■ '^ NOTE BEL `-:•+' V ! j, (3}, IF END PANELS ARE CONNECTED TpQ B•OTiOEF TRACK, CONNECTION SHALL CONSIST OF DESCAIB€0 ON OYi e-2Ok3j HA.S.e23/32 WING NUT OR IWA'8ks/4• MIa TO MBSOREW WAt..t... i UNT1Ni) i�sl`, -- IHTD 1APf ryY, rIOTTOM 1 i!)GATION OF FASTENERS AUY DIE AT EITHER OF TWD (3). FOR CASES wNgENN iDNO PANELS ATE' iJSE JOMtLY Wf 15' LONG TRAF,!(Q AT /,`� �N �, 'iE! (.a�YEj�+�{ ��f•(��e )HST. �U�S-CUT dAi)i! (RIG:. rPi�i•. � M� OJT END PANELS ARE NOT CONNECTED, TO BOTTOM W, 11 t�ii +L STOP BAR E ,itiiN 1 V SiAIE 3lBap W .EXTERIOR FLAT FTANQES PANELS EN0 PME AWL SHALL 8E PROVIDED AT TOP OF SUCH PANEI^9. �. a� (Ark >g ONLY USED CASE 790 A70TOP LEAST T P�SHAid. E CONNECTED 8011100 TRACK TO BOTTOM TRACK (,)• F'OR RISTALUIIONS WHEAT EHO PANELS AfUO SOME RLiERK-M7 PANELS ARE ORECTLY SCALE StJ�BM-1l} $ , rt11\NINUTIN SCARE 3. I. )` USING SPECS ofmm TED OU: LgTi i3J ABOVT. IN SUCH! CASE. CW=ION OF PANELS MOUNTED TO £xUSANG slu WAU. HAEAHS of M ATOXHINA. ORE 1NYEkiAC PANEL s.tE 1fl gT A T WY MAY RE USED JONRr w TTbACN 8��7 AT 6OTt9u ATTACHING BOTTOMAl:CK 1V WALL ¢ x A eA gc aN ramp k �� An ib BOTTOM TRACK WAY OCCUR AT PANEL LOCATION. w/. TMTT PANELMMTES F0 SAFIXFN: 51N1WN ON ELtVA'RON DWI(/ (/��J3 D10/26" y E a+ Tw8 • g �F t� to .NrAs 2` oA ��.AA'.��p A T/; f (5). SEE SECTION ,•, S' B ,' ON SHEET 21. SEE ANCHOR SCHEDULE ON SHEET 25. EOCE DD.TANCE. FOR THIS OfS INTE780R PAf&L USEB.J. RYSNALL BE '01twou"AIV, NOT NEED To N CONNECI (T t %E BV ANY MFN .r. 1RAdc NNSTALED ° ILRaw,wNr TmE aN vNeT u. `3�.� GE S ,KyS • rSQ' .a55` TOWN•) ,l` '�,CEN, :'T;� - �w".�fCp, R Tt f. _ TES 1ICHEIR tT"'OWfFL RENT PAO'LLSS (1 LEFT & RIGHT 55If c)F roR PANEL) HAVE t,a,,�i : `' N+FI;''•^/S �y C NO. _ __ c .I _ Y1G { i FLORIDAFIABIDA BUILDING CODE 11 1te! )iYrrtaane Zane TLv a = N0. 44167 FLORIDA BURDIN6 CODE (High vs N-f— Zone -{ FLORIDA BUILDING CODE 10 h Velocity Hu no Zang Q ---.750".:----. ATE OF ;'A> "v'q i¢7 INC. 20 GAGE GALVANIZED STEEL STORY PANEL NO, 4 16 `�'0 T`Tmk 20 GAGE GALVANi2ED STEEL STORM PANEL �( "v'"""a" NW 1ar.Nr 9;• STALEQF etw`°'' 20 GAGE GALVANIZED STEEL STORM PANEL CROWN I", Max: --..•IQ: W - - _ O. F _ oT/a/mRa DF'76II.1 Ea T e7/2!/2a2S TA OF =a __ . GLOBAL PROTECTION PRODUCTS. LTC: a 'Air WAAk1ma, GLOBAL PROTECFit7N PRODUG7S. LLC. �N '.St •,...... �..:- GLOBALPROTECTlBH PRODUCTS, LLC^ sac s .. S .,,:, _.._._. I1EN ��P'C111tc� 'carp sGAtE.1fa'•1 sA� �It ��N �.�4'.%iaM'a. °ATE' Z % + x + Ill Illt ANGLE IIIP I3AB try, NAL I a ' G Ei FMt. ,goo W t1 s1 OEI $ R ��� Neaa NLw. AI WOMEN ,RDO saA 31 2rmgY AT" ),ANC A+. /lfNNL4M f . - a.. WW7 n. 37i,,. (i''', % O•,:' ,T ''"' N^. LTA:. TA.'aw A jai wmNl'. �73,5 FAa : 20-176 . , O "� i t CVA9E'FL a7a1, ' t.. I & NNNN Y aUtlE 11. rm ( 20^376 Q 6063-75 AWm. ALLOY A.k r kA.A"8'N' . �•IWa hBA)NR ixa+MSr-aPAT �, u"NU+ .a ""a'i`-Nw�.' m- !'PRaa fvS+Xmv,-faEa tAx� 2G-176� a a LmN''aN'-,TIN. w (-nsr""'k °' 4°°","mra. run (NaA)eaR-aTv>' p r, w A,w NM NaePrNe iAe, OVAWT2 c WATER A d., w xNaekw a - - AAe fit a.-iMloerly * , r +r///4} t ,£ALyT&NUTUAEJaMTs tA•tlbAa2salTF, a,E;... . . - P.E. ITVNE/wTE. Ou•¢gp6T4v .P.F. J ' P:S. SG1./NSNATugE/O'NE' -_ VW1a1 A dr. P.E -. .. 7Ie6Y 22 tlk ie ., - �...: own 4F; 8K. _ .., ., DICER A4 ar 2A SHEET NO, SH 1.2 .•„ " , tx r wswill 11 4 >r • H a 1 k 1'�N t t a:' 2 I. �. 7a k T _, 4 3P- { It .k ar WE .v:H r.:. N,I ir. Y: er, T' tN .. T. ''>a .,,. .L. A7=1 Mt"" ASAT. WN. N y �AR�rtWN LTrO - PANEL AL'P.. 'R} :. ATILm 7e..�f. (sFEP OIASS COwMLaN S +55.0. -7a3 70' OR LESS 2 9/+r BOLTED • 1•• 2'•• *•• 1'W'.: 2SY # 3'w +611144 -1" 70. OR LESS 2 7/8' IMIM ' 4' N c'W I - MPaUNTD/41L 1I tiOm OFCPANELA - manann - aM"kN• - - PANEL 1.E- A .f7... MAXANCNORa »i FOR E. a - 3 1/2` N -dmx-IN AI'RIN7WIt TO »>: 4_! AIFI OOIBIN,1TgN `TERM VAM MUM PANEL LL1OIH �� ("') PRESSURE PJATNG :r.mAm TAI'CONs PANO.W E MN LE 0 P.WMW X ASRO TO Commme - TO CONC�7E 70 Catom1E la GONLRHJE I:r N/A t ' 2 N/A 1 12' N/A 12' NJA 1' Nk 2' ('fOp) Ss'O, -76.3 it, 3" A 7D" 3' 5" 4" 1. 4' 1' BOTTOM) . 76" OR. LESS 12. 3 _.. 12p .. 5 B.r :. $ B, B' OTTDM T :++ NSAt N/A N/A _. N/A NIA r2 1/2" if' a' (BOTTOM) �6 1/2" N/A 4 1/2r N/A 4 0. N/A. 3. (TO?) 12` 12' N/A 9 1/1' NIA 9 1/2• 3' (BOTTOM} tr 12" N/A 12' N/A 12' tLwA=1 4' (TOP) 12` !2` 9 1 ' 3 / 1 ` 2 T1" t2" 11" <' 17M (BOTT } e . LIABTE9 TO "A F...ot A.S.O. DESIGN 1HTE5StNLERATNG, e SSE SHEET 26 FOR AK04M TYRE k SWIM FOR VSIAU~ 004 WOOD FRAME 9MRO0. NVIINIUM ANCHOR NO WNW EDGE DISTANCE INS ON SPAG111Cs ARE CE ANCHOR ray MULLS. m WA 14 TLW mIXCA1ffi ON 9 L,E RDMICE ANdiOR 9RLOMIG 'ay WATPLMiO 'Te BE SHOON DN SOHEGIAE BY "So FT.LiGB'U FACTORS. MR LIMO OPERAI2)la TO IiEtNi;)9t61E NDIMW SFVONO �TAIINED tr9NC FADIGI 5 NOT LE LESS If" E MAM SPACING ADMITTED FOR EACH ANCHOR TYPE AT NVCIOIs 1.101010:- APO*= Tm ,/+ti 1r it 1/4% i/# WOW wmuw mill on" pP..mmm www V.) A ] A 2 1/2 ma-ammIA LAx+"kAt9A•1 -...7 a a j 3 "616.4 t1hWot6o MmAl At^ 4 AQDE Ga (6JE flaw 3• im - 1.4a .Ha 2 t r;Io- - 1AO + RMURES MCA, OWAiKE BETWEEN BOTTOM :OF PANEL # T2 AN10 0 TO.. 9E1/2,r 1 'I"'I' RUUM MCP. CISMICZ BETWEEN BOTTOM OF PAM � AND CD TO 8E! Wir 3 1s MCe. COMMENTS FOR RENLAR. LIFE SAFETY & E-Z HANG STORM PANEL 5MW - (SCATS 1/2-1-) --------------------ts.125' _�.�.. (TOTAL 1WOIHH) I g------- 12,SOo` (EFFTxiWE Nil7flt? .--..-. -n93' y Hr4'#-sD+.T/.• ` FIABTeo T 2;0 ,-:.7stY- _ ss, SLID iri---- ._....._..._._6. T/4' .374,=^e 129.«s,... "M4P12 1/T 1/4' .SOX-.'-"T.3S0'--; e--1.300' t3S0•".,•) �, t' . T.2 0' 00'(MIIY':m.111510) 0,024' tikV, ROES(. OTT 1.671' OALVAaI2E0bTED. :. I ;tA4' - _ ., 'E 1.30P" .SEE Im ASTM 04" TYP. 1 Oo0000 I .,,,jp{F 00, Ims Qmm W %.AMUM HEMMED_,-. •. ' I----QETAa A C-a0 OLV.. EDGE - ALP 06A' /.SdO"--`) .129•` ----- ------ ----(TYP.) 01 STORM PANEL F :350` 13ap"_*' AIL A� _-----2.000••L DET_--___<_ '-I L-,:.. ' tAV10.5 SMALL W..-•- 2.s87`.---.--: FROM LEFT 10 NOR W915TA/ tUi,O /2° AUDITS . AT ENO AT LEFT SLOE OF PANT 1. L i -H" BEAM TRACK° Am win MUD EDGE H,NADS DNO PAEL EIALVANTEED STEEL W/ HEARTED EDGE `` .SPb' I tl - .. Isb' -- 4.270- ' I II aZ5 a37S 0450'0 1407' "•"i .• a H129' • o--«-..,.25pi ..--.._...; e•'` H j ,. ;.� .r^{``ABY7O01 bR 'ROUNDER ENDS, PANELS CORNER 4 1 , P O END W ' HEMME EDGE ,1 ' 25 iJ L... _ ,"�.62s %" / 37s I tYP. BOTTOM �. i j r.'"'u.�•.�r� _par wNEL S'L.H� WMER 3.7O' - 6 !_(EY cNtyL AT .PANEL ,y72• ('% •) p 1! MOS-HI84 ALUM. ALLOY O LiTt2+rG. HHt.-----_aaa .4 2,124• H r •Sm 5taYT a:DIN 9S00LiICNK .... ••+... .aTr LIMITATIONS W ASEVE LENGTH IS T !' NLY vALIO FOR I6TALlATtON6 INTO 1 OWOOD .125" stric"Jam (.-. .r79" .. �.,. A. .rah--•• s. L. LL ! ...-a.S4-8'--..-.•)i a84k.y S�103-a00 Y3.7° 'N' \\�f> L� { 750' NEJ►1�1 ER l) y' 14UDER L L ) s --1' MIN. To Mox. • e,+1 ANGLE � A� y PANEL NANi.ER t - ---SLOW' 1- ut0v A\NHir/aH t \ 5A ,�� .Sa4' Y�Li�Y�t �] tJ4" MtID£1 s?" �,... i ,470• '�.-• �'�. GENytly'• ( :C82' - �• 4E :'. '4r SYSTEM 600-TONLY FOR E-Z tCALUM, ALLOY 75OY FLORIDA PANEL :p.. T.1 ea` �2Sty:,-. 1�0. 44"(57 g FLORIDA BUILDING CODE (Non Nish Wocti Hu Onto 123' '�T,• �+'q�. I-' a SHIN. 4� 6 4mom n7, ec PNAN£6.. r.N. �F s 24 CAGE GAiVANLZED. STEfd. STORM i, LOBE 1,2D1 - :ow �-o . STAT+ OF = tlttB,l IOU: rip.) asG• __. - SEE SEi;TIONS ---- -' MIN $ D •. F 4)E'..; fiL �sy► !2 l2228 . U �IL ialtl Q {NN:. GtABAI PROTL'cCTiDt! PRODUCTS4 LS.C. •�4`--/�}y/-r � 4M S.W. Si SLIEST tvae4 It 7sha NM� Ai - a. w�. n 3T'�i,A _ w w..(Ik4YeW-Tb+s, FAte tEaHklo-'a7n7 20 175 F 13 14 BUILD-I3UT P TRACK (5 dt WING WN"N" fe!D g7 .., ,, ,.W {2AMAa 3 Alah WµTa A Nr P„E PC SEK/9QaAMALiJOA L" '" m a8P67 '2 OF' T# lNSIAl. Eft DEJAILS MR RF.GULAR PANEL 1t INTO POURED CONCRETE 01 90GR TUCIURES ALTERNATE CONCRETE ANCHORS 4.000701 CONCRETE ANCHORS '_(�EE SCHEDULE ON O471YCREtF.,,rt." (SEE SOnEncu OFT^`"`, cia"NO POURED Comomyf. I SHEETS 9 THROUGH to) FO09TNGC(NICM BLOCK , OR .9I.00R SHEETS 9 TTHROUGN 1OI•L OR CONCRETE BLOCK ) RETA)IED �... 5 a WOOLED, TERHATE MU IDIISRNF. PDL1dEa OG1ON CONCRETE ANCHORS § CWdG'NEYE RE0URE15"' (SH�EETs�9 14ROlOOUH 3 t R11'tix KIID rot tie- .• T�r1FR I 9Q1DIF OR 1/2• 1/4' i/4• . y-'.-Rt bifi11L71 LL 1 i* slraat ss raA ►� MUr MAX. t _-_E----_.--i. CONCRETE S • r2 i/Y aE: ' j RANWCH ODU: O I (SEE SC9 PtRE OFI 4 SNEflS 9 THROUGH sa) � E�• t 1 49-mtt� ���� �j j PANEL LENGTH I k[Nr F Y DR SPACER 1 "2Ui1" t .. TI 1 I SRARgtTON ! I b.. b' 'W 1 6CHE r` 1' T D f 6tA55, HoIEEwTS E...--.-..-._._.- .r ..:. r I I ! (SEE Sa1FOLi.E 1 r/4A-2O.t' . 9 d i n. H ON TO OXANR, L N/4'tl-DAMS' - P L HDpM_LAFtk T'`p) L 1 HIOLT6 aA1� i T aN SIEIi S) T 9+�1 ... . 'i' Abw {SEE SCIEaUIE ON - .. � L ,. -_.� SML'ER SHEET 4W F4"Ai. PANES. LENGTHA V 1 RCN. s - LrBE RIN , 7 rtiLkrl ONe1 i -C) I81WH OAF 1 _ SEE SCHEDULE f -PS PANEL ' ( LENGTH 1 -T-_� ON SHEET 3) (E E t '1 1._,_ ' ETA. : ._r...-__...-. RCHEEOL N s'EPARATON ELT 3) GLASS i0 GLASS ONAS' 1 A(9EE SCHEDULE' - ` ON SFiftT 3) 6 p r .' I: OF 1 , AU111 t Mo. 1 I • E L' "LENGFFk :.. � 12 1 D.C. MAIL L i L 1 e e B 1/+• ec _-"--- i CONCRETE ANtOitNiS i CONICKIT COSTAL PAUSED �> \\ Z (SEE SCHEDULE - �' (SEE ULE ANCHORS 2 1 OF WALL OR SLAB SI4EET5 9 THROUGH 1D}: SHEETS 9 TaOUCH 10 ., r 2 1/9' LONG MM. ALUMLAA r .f CONCRETE l.Zj.'• '`-; - - r �,/ REQUIRED .,.. SPACERS O 6 1 4 O.C. VALO FOR T. D // ONDITION) ' •AAib f /4 kiBDNO POURED CONCRETE .ALL DESIGN LOADS PANEL ' CONCRETE. BLOCK 100504 POURr�CONCREIE Y � L040THS PER SHEET J. CONCRETE ANCLiDRs 7 / QONDREIE - RFAURED. 12 MATT LONG' � SPACERS ! REDULRED- N't2 (St�iSIM�f7161N'i .-,....LED.-.:..:..�, 1/2' O,C:(5EE TABLE.(Pa.ON. 10) .,`.' ,, SHErm a At to.) SCALE 3/6-1' •SCALE 3/B�t" 'aVE2/awl• OMANHIINPNMyNA •. Y L j1 GN v •.' �S OIPIDA BUILDING CODE n Mph V'a ff Hu Dan* Zone }� F FL LW Ito Fag 4aaoDo M1ECa - Ate FA`. r _ fl 441 7 = , 6 - 24 GAGE GALVANIZED STEEL STORM PANEL x _ tinFOR COMBINATION OF SECTIl EBTh2/M7B tDi 4+� D. EDGE DISTANCE STATE fl t L EC141 LTMC. OLOBI� PROTEGTtON PRODUCTS, TLC. DAM. (SEE SCHEDULE ON TOP & BOTTOM ABRINTINGS CAN BE ��'.. fl IOi` . - A. a " aW. at SIROO, SHEETS 9 & 10). COMBINED IN .ANY WADY TO SUIT ANY 9'C. '•.;flp ..•,N.aA8.� maAeA: aura, 1YVA4,n_ aa11a Ct f9 20-115 •<,• ,�. Mr,PutF�»r.rm., h. r tAp ATH^r4N >-`LsW1)e31'°75Nit. FTOL•LNSSyMM-8Ta7 INSTALLATION. tx� � .,,,,,..a•wr,�,. ,0A « NW...s A!R LMMH16tLM "'t A4 . . L, A.Al2 ..... ... - .NHitl18��/99WATWW/OAt6. FA�laPi4 OVAL M1. +$' P.E ' BItL7 a OF le ' tiI E-ZN INTO EXNG WOOf} SIRUCTURES 12 1/4'tl l/i0 SCRLWS 4e 8' QC. W/ I i(2' Nis, TtAWetOEO PDik/PdBOH 1/4Y UHN sGAE1V1 • r D.C.. W/ 70 ENOSLeM WOQO HIFAOER. r` % i5) MP. 2"»'WGOa Wn. fSHETRA I x rtfAOFR i/ro LAG flCFEWs q a' O.G: WJ J Tow EE0 T10N i a r i BEOy�ED AT O8 (N! EpGE t Wm TI%tEAOfL sV.'tMTpAnbF/ ro . , /118'11fNp tEAOiR - IV":NNIINII wm Lam.. ca<L Ni. 9Ati9. F ! L Etc. DIO 4' LOFT � M1. SM,S. BCO, DO Hi(1 0 2 OA. 5 F SAILS. f lA0 a R' L TAIL 14 aO, % 1 $ soLiEws a I >� J I + 9 /4'N t 3 4' t J E'A a • j.. ! Xy I t: ' MM: MREAOm REH€ItRUtON ?' 1 If F74 t r t/�� : / i. HAM MS. Mr/ Y: fA2' m 8'000 % { e> i✓.z. DiAA&., r/24 8 148i0 Y8Rq I pFAODT , HLTE TA taF [vk71Y . I• R7 Ira.) 1 `,. • t (5EE nET.IL.. 112a a 1 star AAm,. POP W&T &OWfOOTH OF EA5 M (2j a FA to OF 9) WOOD awk, - 1 -J OEi' -a �: I/4"s-x4Y3 Ar �¢ 5 M00Ci NCAOk7N REODM4D #.. 2 9J1a" Mux: I i 4•a-aa3 4' . // : a aA 'BFYAflA7i0N'' rr / N' St."REW W/ rF 2I/t5°' NGw ��� _._.." Y.fi W -. D/.6'NN5JA2 SET'/WATNNII MS w 4.: 7//�06' 3 WIN, r' NU1 O ,y I*A #ASS. /T � TVBM rs ;a�S 1 1 .. LORD iYERY Y:. ,.. 2 OC 2 ?IV 'W O7ghAP, x 1 - APANONA4 , a s �/to dA= i yls'e 7Dul+` SEPAmrm ps M7f O 81k95 1 1 TO PA/at EYfRr OVERLAP LTIaTt OrERdA.P �,.,. max'. x _1 r g!E a C 4 S At [ € YOas M .. ` 37' I 4 i E a �- I I `I p 12 ' O.C. (, e ; F, 7 _ 1 ♦•4- `. 4. 449. W ate'. `x }{ 1 Y PA"D.NA1E FFALALE q S a. .. . W - n TE PLt/5 1 1W21.MA Nvr / WIN x/ P- 4 s •,. i 7/YIr AVfi 7'NRFNR.D n. Fr10tA.4 M.3. e 71HV� NOTE to IELOaI} PEM78i, UNAa 1a T / 7 .!`32"' YMNG .. T /}' G.C. ") St. .. .•-{- .. � R�j yq_ 4• 1/+ O:tYoaW . .. } 1 M FIUT / .:•... & t c: H L It -, EO PENETRIA9fON p RUA1E REOUMID'R 21. a 4 - -. 1 yI WPU, AT:siPoE7.3tMO.68 •'"'' o m. 1. 4 TC T'{ja1 1. T'flR PTA. LPN F00E' - ... , ... .: � -w i s _ a ( € i 2OA7 4 W 7 'f4+•T �fs•LAN7E. ASS. 32 O. - r r6. 2) '•«,.-" - NOTE 1A 4+'A/ / BD.aW) NOT j. 2" , 1. 6i i a, 7 two RETIEIRA`ROTN 4/ A e N - Q, i (. (�} /4`a L.NS SCRLW9 a a' 0L WJ J+`tl 4AO. sCRLWS a 6` b W W0OD� PUTS W€IltiPND- rAte_ a S/2' E6n. 1HAPEAOLTI PPNFlRAi . Mk.. (2 i•t '-. L i1777A 4Fri. 7NIrEAOEO PENETR,ATt/tVY' # MNWfH OF PINE t8 � F1NT 0R INN L1TGE AI TERt+L,TiVE 2 'W "1 ` - P. nEaw10QRm°rLAT FLATo � Im ALTERNATiV£ I'Aw SCALE 1J4•si• POTES,INUA"aLT_RlAi1Y a aw H. INOTMIA7RI7S ARE O1A.Y VABT FOR r*14 4" W IM, ASA GESICaN LOADS Vrdllna :ram 51AiF i/4,+H" UP TO r7a,3 PNi AND PANt1."5 LfIsOTis LIP TG. EF TO•. A\\VI "! ..SILL 2 F�GRp NEW WL700 FRAHIE ttONSIRtKRDN: iTUOO TO BE S(NPTFEWN � '' d+' �• e r �J ' 9GAA.E 1 4',.1" AWE Fix 2, WJ SPECSTC OEINSRi a 0.55� �\G�N:�'�,['`•,,��'s FLORIDA BUILDING COD€ N(h YBIo NurY os a Zone SEE sPFr F p4 un LEONAIaaEMS Foe a a+2 {g} AT TOP As E , N0.4157* mm Tom W. 20 GAGE GALVANIZED STEEL STORM PANEL WELL AS PNXL .3:FEIOH o WACNS IXt aPAv earroM. 9A$EO ON OWN IN: iWW OR 21w0 7ssTALATW TYPE ON T 2`„' >; <a= STA OF r""' - 1�- " GL49AL PRQTEiON PRODUCTS, L{.0 aixt /' NGa�..Pn, OLIMG211;w, tY ALM'1.RlfATfl1E- TOP IPfTWER 1YOOD cR; ,C 'FLO U¢` OL E C O PMc. 4 AW, s+ siLRtT TOP h BOTTOAi t49tA4TNIF)S PAPS eD tCMNBN/Eb W AMPA ANCHOR I_NYiTM'NP y �aS`% • • •• •,:jPi'� ,�. k.. auA. s... sN, _. A auaA PN6Ae IB.0 '73i0.&s ' (M1.)mE-axuT 20-176 NMT TO 8OU Atf 'xIO'TALIARON. ,M,E; 1 jA' . 1` NApAIM7N Ia.s I DeN.at,rwa. M. , L AF,-r4zr ... wmrN,. -* w A,. P.F. 2w,*aANmINE/aA1E TNL/r 4.,,1Pt a ra ., - #88ATaea m.. MOTE : SrudTeER 11VT;AS :MOT srowN TOR O1ARlTT TIN s!A xpxrOia A-OfON4LF�14 1 78l•:' MAXIMUM PANEL LENGTH "L E" OR "L-" (ft.) 0 MAXWM ASA PRE RCF. (P-0.) (+ br _} CONCRETE: A Wow INSL'ALIATia$ t Lt. I it 2Q0 lr''. 12'-0' 210 121-01 Lf� - JILT ??'-a' TO-s' 30-0 t0-r0" Ta•-0' 4a0 10-I` 9'-4` 4S0 0 a r_r 50.0 all, 9'-4' . SAO 9_r r-T 654 a -a' Y-4•... 75.0 Y-S' 6'-I 0• 4a0 I' Y' 6'-r 964 ow Pao b 9" 5=21 #%a _ fis' v'_-a• tOOA 9`+a` 9-4irf 5-9- nap HTsn - s-a' live 1 5 BORN TRACKS POO L w 4S & 8H4 DR D.M.,(D, DIREfiI.lLG9IHTF,D AT EACN�a+B A'`/ MAXIMUM PANEL 'LENGTH @, @ OP "L"1•" In "L-" (it.) 0 MA9tR UM AMO. PPESR. DISRA7910 CONCRETE a WOOD WSTAtLATIONS't 2a0 14'-t'. f3'-Q'. 2" T2 rsa' Ft .r - 320 11•-o- t0=7' 39A fa•-•101 a-9' 4a.0 9=s' ay7, sato 6'-3- r-s' 8" a' -a* r B 7a0 71-5" r-17' no 7• ' -,2 a' Sao 11.1. V-s: 1laa 5"_a' s•-r ma s=r s 4 naa - 5•-1' Yt9.9 4'-a` WARRA SVIARAr" TO GLA9 SOMODUN.E 11MAEIMUM ;PEED 9'. 170 m4 A '' TRNQ SFEEO > 170 m.P.tt 4W6O vatwi?TRA€IIER RESTRAINED uNNOWAMMI IiFSfmm 30 OR LESS; T' T' 6' 9 1/4. >33 To to ,' 1" 7 lJr -. 7 1/2- I aNMSW , /.-IL !An A ^hmka 4AR1akftml ! ANl1A/M1TIn4A t BOTTOM DIRECT NOUN? +Atl NEAOER .U. HEADER T, TW.S" ANGLE ,s ". 'TRACK K AMU W � TmAcx CWLGSLIC DIRECT IOLWI 48'. -id•. 34' 3a' SS' i0• 9O" 4 1.BSt . 1" STUD ANGLE 9 35' 3 2' 3 , 2 32r 42" 38` 3r - a 'i' TRACK 39' 32' 32` 4 Y 07• 60` W* t Sp' 32' 32' 3W 60' 56" W' 36' ALO` 1 96' D.M..O. OF (2) ANCHORS {SEE SCHEDULE ON AN. j _ ---- SFSET3 4, t0 tT1J - r-L--T--r-rT- -I-F'-- . & 6/5 & 4W/7 0 0 . n -'T -r-r"T -- _r _r -I- T %RLAP t w I i - - - - - - O D O O - 2,/4 1 /4. 3/ 4, 4/5, 5 5 & 6/5 t W/b. 2W/6, 3W/ 77& 4W/7 _......_...,•ANCHORS (SEE SC MULL OR SH ILM 0, 10 311'}-__..•........,,._„,,.-,...% REGULAR O P A�}}.,{E+1 {M [ loll N �_ f'S/T �,lN. ?d { EFL- T/47 Res.. GOP: N,7.S. (LYL WRAP WHOUE WILIEST it * t 0• 44167 a an62a 1A 6O c*� _ TA (}F j�� 24 GAGE GALVANIZED STEEL STORM PANEL FN pRA4N W. ,OBAL PWTECTM PRODUCTS, = 8}ZTp,T am A* at f/IT1 am aau Pi1,N.r..N,A• 20-175 INSTAL=QN MAILS FOR REGULAR PANCL (1) INTO WOOD STRUCTURES 14 1�''�''''' - ..._. S ', TW100 ANCHORS TO GLASS, --- '.� L SCHEDULE ONSI (SEE SGHEW ' as5. W Ei esB .1 as .6 AD MIS 1 HDRTHOAN 7 -as is rT :-,s8 LENGTH 7- � , PANEL LENGTH A'COO ANCHORS I '. ,; GtASS� t REOULRED i ll J t:.. r t ,.. .. 1,. t. (SEE SCHEDULE .1:j I € {5EE SCHEDULE ON- p ' } _.-_.. .-.-: aN 5NEE1'MAIL •." , 4" ,'• SHEET 11) > 1 14� SPICER ♦+ a= SPAM t ( fIH- 1 1 HEAORi. 1 2' � 1 ' EO }-'- t j a Epn 1 I L_ i .+fj-. 1' MAIL IONIC ALUMINUM SPAS 4H 12 1/2` 1 Q.«' (SEE TABLE /1 ON-.BHc'E',F TT.) I t MIX4 NONE •' PLOW FOR LIMITATIONS FOR "Li a Dar "E T 1j2" LONG SLEtv£5, iwl... 1 Pn� LEND," PANEL. UXIM {w SCHE]k1lL" I j (SEE SCHEDULE {mT 1 TTN. SHEET 3) 1 3) 2_- ON: SHEET 3) ""• ' 4 } 1 .... PANEL MATEFEINALE ID ORPAiIEt. MATE ..:RI „._.. P =; t: _. fum (SEE SCHEDULE ON Stow 11) I._.� _ I i _ !I win -jiSEP GLASS . _. �y S •--P SEE SGf�iD'ULE L s'WOOD - ,( RATE REOUtREET L I t 1 4 N i ON 9� 3} { j DIRECT ►tfttNt L(� SPACER 6A M " : SEE TABEE . I I 9t{EkT T t 'QFO MAX. PANEL LENGTHS. k P L SOPN ,,:) : 0 12 IJ2 D.C., A OE.SNGN LL)A0SF1fR Ti INSTAUATION; X :MAX. :O 1 MAx. �i W00D moon>(K DIL NmEi - 3 1 STAGGERED W/ STUD (SEE SCHEDULE ON WPM SATNT. BE I T/r LOW M: SI j# SLIEST. it) T NSTMLNfOM CS L2RTL0ia A d1E STINT 1RRI s 4 '' z 4+ { "(" (" _. ()MAN LOON NEW HOWLS (THE' R h T1IQY:kTI� • 4' f 4 ?k 2x WOOD gg 4 � 1 L + t : BLaD1/G iNEEW1P 9tAUSBi11Y : ON 1f PLATE REQU1Iia '"v ,: K, r : ..D ANCFiaRS . `-' : >. r I,. w -., ..... - WWgTp ISLET b T MR7 m gAes � ..-. -µ: . _ 1L4 WBDD STAGDERPTI W/ STUD nN .3:3eW W 4.As „ x a••.. : ,. (P) ANG4LaN5 oOrN: nGll' iWLWOHElIr': 6Ag�. MA7e M47YaE RI 1q iP'N, - r REQUIRED I (SEE SCtEOULE ON w9s As B& TMa rota. <, PAID. MOVE iNus) 9FIM.L cE 1 aAH L ,t AT 6-t/A' 0 SHEET T!? FpNPWLJNmNNFNANRO 'A..mm_ � �AtltlLiaaV FROM t2 I/3' a0, SPAONB At{LAIEO6N 1 (0) WX Z4 &A RAN& LOOM 6 INORO TO W AT ANY OEM IfI1a� 6 A RommmNIN TRW LAxOR AANEI. LOMO:i#UOM ON iaimmitrf maw PANIC. uwm is W72.�ALL ILiO`U,NITIN(z' DiREI;T MOUNT SCIHmHAL ww It} .H 1 {s) NAfAtAARW W ptY OiiE$ �4,TTIVE'"w 2W. • (411 $/1' LOMO e t CeWCB/t.NA sT4V1 NE !a 0451m m OM WALLW H� OP r 1rr LONG 7mO IA K9 tIBY �NalMUA+MBTN O FRAIkE WIS D ALTERNATIVE tMi NBINN S III ttlAND L 2 00) 3 IN MOM O T lL41tt t0A1MM0 bm THE xffiO t7rk mRpTN) iF 1� #tq�4 SCALE 3/8=T' WS 06W. 3N Wim +CGY MR NIW 1, om 2* 3 Am AM E- r hill. i??'"' FLORIDA BUILDING CODE High Va(ooi kLPe0n9 Zone) INSTALLATION ARE Y AllD O A.S.fl: i. I EST R ONLY V FOR D P lASECO. Not. s COM81t64TlON OF SECnON5• 4N142O i . NOTE FOR 7 NO ,44 x 1B7 24 GAGE Y P GAL Ai(Ri0 Sikh. STORM PANEL DESIGN PRESSURE RATING .a:T AND PANELLENGTHSx - : " O84YIN Im RA Nti } * E : TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT :OR COMBINED IN ANY WAN' TO SUIT ANY ;ALTERNATE 2W') _ �: STATE T E C Oil GLOBAL.. PR<iITCnON PRODUCTS, LLC.. 'Oft - INSTALLATION. INSTAL ATION, ': O,c •.a'�SQRIO -Tfaxn i:QBATM 40M S& x' STREET 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD'. 4,B ••. gp.2,e, a+r. tlNedr:.naarw :1> FI_ M 20-175 - ... - w"",",., . "•"• ,.. 4"_rw . t«, pa0 Ail-H2N PIBOME: trg4NHHW_ -7e4& F <FA47RLD-BRTt MEMBERS TO BE SOLHE (N PINE No 2, W/ SPECIFIC S/ tL X_ wA.tlwuN DENSITY OF 0:55 OR EQUAL. GENSRAL till 0m1R BI WARA8 'is markry�.2 AMMn pAFR w (C) m s'u6`LN4•'..iM44p t .�, i. 1. STORM PANEL SHDAIM ON THIS PRWUC'T evAta AnDN DW W.W (P.E.D.) HIS BEEN VER11"IED FOR COMPLIANCE IN ACGDRowu G a nss I.T.W.SU WO - i/4- fAPANE ANCHORS, AS MANUFACTURED 9Y W. WITH THE 2GZ0 (701 EDITION) OF THE FWRIDA BUIL NNO GODS THIS STORM PANEL SMALL NOT 13E INSTALLED AT HIGH R HELM - T4-i PANOMATE FERIAE PANO:MATE PLUS A5 MANUF RED ER ELGQ FANSiRI}GTON PRODUCTS. NCHIORS O TC AND PRFiHOflS. ACN VELOCITY; tURPoC4ME ZOMFS (MWMI- �/ BROWARD COUNTES). - 1/4`8 LAG SWEAS PER N4:S. - A -WINO DEsfON N : 24AL RE DETERNR AS PER SECRON LOB THE ASOAE INTIONflA COOS. FOR BA51C a LIIAD9 - 7 4B°6 8 5 •WOW BUSHING, ExSFRl811TED M ALL PGLNT - BOLT B SPECIALTY CO. / Ja , . FOR A FACTOR AS BY THE NUR WHERE YiORM PANEL. YRLl � INSTALLED, AND O piRECTONAJfY SPEED � RDICTRN^1 90.0.6% USING ASCE I` tS AND .SMALL NO EXCEED THE MARMUM (AHD.} DESIGN PORE RATINGS p1O€ VED ON SHEETS C1) MINIMUM "EA10 PEH"HITION INTO STOOD OF TAPCON ANCHORS Si1ALL BE 1 1/2' AND r FOR El= PANELA47E PLUS 3. 9 THRO 124 17. 14, Mo PARELMALE FEMALE 10, W N 1-s IE fWT IN ORAL TO VENaPi° THE ABOVE Cg4IkBDN, UtiTMATE (�SN3M WINDLOADS aEIET941 EU PqR RSCE 6 "3LMLL iB" 1 t ': T P THEM COMPARE S,D� dw FNMUM. PQNETRADN4 � LAO 5CREW INTO THE WOW UINR SMALL BE PO DESIGN Q A3.D, E BY MULTIPLYING HE 8'P O;B IN ORDER TO CO E THESE W MAX THREADED FRAME THREADED / � ) 2} /2 1T PEA£TRAi10N IN16 SiUCCf1 SHNi 8E CONSIDERED AS PART' OF TSIE REDUYRFEI THREADED PENETRK"IRNV: AIINIM OICATE NSH 3. 9 T1tRU TZ . 19. ON Sr- PRES5UE HATING NC1ICTEQ IN OR P-9 A 3IIR INCREASE A'1 %i.OMi.ARtlr N ORDER TO VERIFY THAT ANC{40R5 ON THIS AS TESTED WERE NDt OVER 5110 E HEIR WOO. STRESS FOR WIAI..i':DADb WAS NDS USED IN THEIR ANALYSIS. FASTENERS SPACING iD. WOOD HAS BEE71 OE1E1MtaB'D IN C7),iN11ANIk1 EDGE INSTANCE OF LAC SCREWS, INTO WOW SilAll BE AS INOIG\TEO W THIS pRAWV10 ACCORDANCE WpH /COLS. 2018' STORM PANEL'S ADEOL)ACY FOR IMPACT AND WIND RESISTANCE fits BEEN VEFJrW IN ACCORDANCE Wm4.SECTION 1609.1.2 OF C,4) MINIMUM PENETRATION OF WOOO BJSHIHO SIDALL BE S/6', i/4' 6-20 SCREWS USED SHAD. BE 1 1/2' LOW MINIMUM THE ABOVE MENTIONED CODE AS PER AM130CAN TEST LAB OF SOUTH FLORIDA REFORM }0614,01-01 AND #021942-09, AS SHOULD STUCCO EXIST, AND 1' MM" FOR WALI.S WITH NO STUCCO, PER SSTO 12-99 4t ASTU E 330-M STANDARDS, AND AMILIMAN TESTWC LAB'SMAN FLORIDA REPORT It12101-10 AS PER TAS-101 ANp Ta.S-k}.i PROTOCOLS. AND A5 PER CALCULATIONS PERFORMED LN ACCORDANCE W/ SECflOFE TRILL OF 'HE C.9) IN CASE THAT Pf EAST SLaNE, CR PREP CONCRETE PA14 STUCCO OR WOW BOWS BE FOUND ON THE COMM FLORIDA BUILDING COIF.. WAS.. ANCHORS SMALL BE LaNO ENOUGH 10 REACH THE MAIN SiRLxZ11L8E BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS MENTIONED IN M1), C2) & CAL) P, ALL ALUNNOM : TO BE 600-T6 ALLOT AMC TEMPER, (UNLESS OIHETAYISE NOIEa)� SEE SHEET'`2 (m ANCHORS SHALL at INSTALLED FOLLOW04 ALL OF,AND SPE "ItIONS OF THE ANCHORS MANUFACTUd€R .1 ALE ALUMINUM '?;:W METAL UStO AT CLOSURES SHALL H QA 3105-H1.4 ALLOY, a. PANES W ALSO 9E INSTALLED HOR MWA V FpLtbWIIG INSTALLATION DIMS SHOWN QH SWROR 1''71,IROL04 6 (SHEETS 4. 4. ALL STEEL SHEET METAL PANELS SHALL HNIS STRUCTURAL QUALM STEEL AM A-B5,F' GRAM Be MINIMUM, C^BO 6ALVANH7EU 'INS. 5) EXCEPT THAT HEAWRSO #{$ SHALL NOT BE USED, STEEL DESIONATiON W/FY- 02.2 1A (AFTER TOILED). 9 IT SWILL BE THE RESPONSIBILITY OF THE COWRACTOR TO VERIFY THE SON umn$S OF THE STRUCTURE WHERE BFNFfTER IB TO Ge & ALL SCREWS TO BE STAINLESS STEEI. 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHES} TO INSURE PROPER ANCHOPAM THIS SHUTTER SHALL. CHLY BE ATTACHED TO CONCAM BLOCK OR WOW FRAME BUILDINGS, WGIS W/ 50 W YIELD STRENGTH AND " kW TENSILESTRENGTH LAND SWILL COMPLY W/ FLORIDA BURANNO CODE SECRON 2411:3.3,C 10 EACH REGULAR STORM PANEL WITH LENGTHS. OVER 90", AS PER SECROHS 1, 2. 4. 5, 6 AND ALTERNATIVES #W, 3W 4 4W ON RESPECTIVELY, LEGIBLE AND PLACES VISIBLE M15?RUCi1NG TENAM 7 Y MVE A LEGS 7 VISA MARKING C&RA OR TO SHEETS 4. 9, S W APPLICABLE 6. BOLTS TO BE +LStM'.A-3O7 aKVA.NI2ED S7EEL,..iNa AISI 304 SEINES 5TA9N,i55 STEEL, WR1H 36 xs; MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPIJCABHF REINFORCEMENT DURWG PERIODS OF P6fRRiCPNE WARNIND, 7. ANCHORS TO 'WALL SMALL BE AS FOLLOWS 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SFIUTIER COMPONENT. EDGES WHICH REMAIN IN 0001TINWUS CONTACT WITH THE SUILOlN0 TO PREVENT WUN2 RAIN INTRUSION. SrstzaFn. +~r,rm�. / (A) tRTIESpLIG.„ S .�+,..v..... W..., i ) 1 Y RL: SPECS IN '. N THIS P G. I :... ^ t "P ARCH A5 R BY I BlIR c 92 a. 2 STORM INSTALLATION SHALE Pi W1 5PE OICATED i DRAWING PLUS ANY BUILDING AND ZONING REGUAAS 4N5 4 TAPCOTP ORS MnNUFACTU fA F DEX• INC.HNC: STILL PANEL r P ) URI I WHERE R 15 1 PRO)NOED tSY TE V 501C1 O.N ERE Pe'TPM PPPLIEp TO, -. 1 4' e x 7 ° -4H' AS MANUF BY alIHM.T AVC E E CANJL AT4CIORS A&Ts71tED -.: 4"e 8 4` ORS AS BYSPECIALTY 1 3 SOLYH-SET ARCH DISTRIBUTED ALA. PONTF'OsilT SCREPT. l30FA CJAL W. (N/Iln. t'ca3OOp P•a.t) r 13 (d) THS. PRODUCT EVALUATION 1)DCCUMIXT (PEA.) PREPAREDERTN15 ENGINEER r5 GENERIC AN0 DOES NOT PROVIDE INFORMATION A - G THE S 1 P. fYkT 511E S°E FTC PRWEcr LA WHERE tT3 CONDITIONS OEVLATE FROM THE ED - 1A-f0 PArNELMATE FEMME IQ & PANID.N4TE PLUS ANCHORS, AS MAitIFAC7LW+Na+ $Y F1(XN C.QNSTWLFETION PRWL1Ci5. ' - t 4"0 ANC AS MANUFACTURED BY / ZAMAC-'1NNErNN TIGHTS, DEWALT, INC.(a) CONTRACTOR TO 9£ flESPW11NSIO1.E FOR THE SELECTION. PURCHASE. AND 1N57ALLATON INCLUDING LIFE SAFETY OF THIS PRODUCT A ) MINIMUM EMBEDMENT OF JAPCOM .ANCHORS INTO POURED CONCRETE SHILL BE i 31e; 2' FOR ELOO PANELMATE AND SAM ON THIS P.E.O. PROVIDED HE/SHE DOES NOT OEVNTE FROM THE CONDITIONS DETAILED ON 114R- DOCUMENT - CONSTRUCTION SAFETY AT SITE 19 THE CONTRACTOR'S RESPONSIBILITY I A/4- FOR ZMAAC NAILIN ANCHORS. A2) CALY-111 is SOUQ-5i1 ANCHORS SML. BE 04SEMM 7/6' 11410 THE POLAND...CONCRE.TE.. NO EMBEDMENT NTO (a) THIS PRODUCT EVML9,TOil COCUTAENI WILL BE QOWOVERED. INVALM IF MODIFIED.. STUCCO SMALL BE PETiMLT11 D, t/4' 0-26 SCREWS USED SHALL. Of. 1 1/2' LONG MINIMUM SHOULD STVG to MST, (4) SITE SPECIFIC:. PROJECTS SMALL, BE PREPARED BY .A FLORIDA EHOINEER OR ARCHITECC:WE404 WSJ'. BECOME THE AND 1' MINIMUM MR WALLS WRH NO' . AND NIAY BE NEARED OR ALL THREADED SIAMS,. W/O HEAD, ENGINEER OF RECORD MOA) FOR THE PAIWO T AMC WHO WILL It AILSPORSIOU FOR THE BUT WITH WIHC Mum (xAOPEti U5E OF THF, P E D ENCANEER OF RECORD, AM 40 AS A CELMATM ENGINEER 1O I E' P EJJ_ ENGINEER, SHAIJ, SUBMIT TO ?HrS LATTER THE SITE SPECm ORAT9MA5 FOR RENEW, A3) IN CASE WAY PRECAST STONE. MOAST' CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE PCUNID ON THE MVINC WALL OR FLOOR, ANCHORS SW41 BE LORD E101,04 TO REACH THE MAN STRUCTURE BEHIND Sucit PANELS. (0) THIS P,E.D. SHALL WAR THE DATE AND ORIGINAL SEAL MO SIGNATURE: OF THE PROFESSIONAL. ' ANCHORW SHAY BE AS MENTIONED, N/ AS) AND LN A2), ENPONEER OF RECORD THAT PREPARED IT: {B3 TO fxL 1V WALL A�Ra3-C-9tY 14. 5H41TIER VANUFACTURFR'S LABEL SHALL BE LOCATED ON A READILY WJBLE LOCATION AT STORM - 1/4" a TAPCai ANCHNORS AS MANUFACTURED BY 1. 3 W. BUIUE%. INC. PANEL. SHUTTER IN ACCORDANCE LOFT SECTION 17GS,9.2 OF FLORIDA BUILDING CDW- ONE LABEL SMALL OR611ltO..#ABEUHG. TO COMPLY WITH SECTLON"17G99.3 OF THE - 1/4" I s 7/H' cr4R-M NNOMORS, A5 AAWUFACTuREp Br DEWALT. INC. A�� LDING C 'EVERT' ODE - 1/4`0 x 31C SOLID -SET ANCHORS, A9 OIS11401,110 BY ALL PONT SCREW; SOET 4: SPECIALTY OD - f14-10 PANEXUATE InOU 10 AND PARVILMAIE PLUS ANCHORS. AS MANUFICTOREP By ELCO CONSTRUCTION RiNNHN - 1/4" 4 ZWA# NAILIN MOMS, AS MANLHFA CTAW, BY MWALT, NZP AR iE.. F/I s ILA) MINIMUM -.EMBEDMENT OF TAPOON .rAFONORS, EI.CO PAWLLIATES MD EAMAC 1AWN ANCHOK INTO ENE •�GEN�* �` !.. FLORIDA BUILDING CODE Non NI N tTetoat I!.IVPTICOne Iona. BLOCK UW sHAI BE 1 1/4", t - - a B,2) "K-44 A SOLID SET ANCHORS SHALL BE EMBEDDED T/Ii INTO THE CONCRM BLOCK UNR; NG '1ICTO44 7% M 24..BADE OALVAMMD STEEL STORM PANEL F'P STUCCO SMALL BE PERMITTED, 1/4''I•-20 SCREWS USED SMALL BE T TIr LONG MINIMUM SHOULD ! COST, * i = �"'I�arr MO 1' MINIMUM fOR WAILS WITH NO STUCCO. s STATE F - _.,_. Q ENT. PROTECTION PROUCTS. LTC. sV'.. w 8.3) IN CASE THAT PRECAST STONE. OR PRECA,,°`T CONCRETE PANELS. STUCCC OR "OD BOARDS. LSE FO �' C08 uMO sa _ seMZT ••.51, 4a om, x,q aw, vNAw nA+aw 20-T75 EXISTiMO WALL. ANCHORS Stall BE LONG ENOUGH M REACH THE MAIN STRILMURE BEHIND Sr-H P � ' TE'[fNIO k a OwV. 0. A3aia �++�� ' ...''�,� � PoN+:itlrR Hm-inp. Pn.pRN MbIW nHOfaT: IASy2BPT5eS. FAA ppa)ap..gp1 ANCHORAGE S1*1 :BE AS MENTIONED 1N ILI): AND IN a2)' a- 4P.♦ -rtm a..■ lo.nrlt 1NWWN'Na. P4411iM111 P{, %+S/9GNgrMS/lirlE rsAn-re , I!N TER A 41. P¢, i , 2HM i IF Is INSTALLAT19N DETAILS FQR REGULAR P REEL 0 PTO F"QUIRED CONCR ] E OR CONCRETE BOCK MUCTURES _ PORED CONCRETE E(u POURED CONCRETE � _ORBTi tRDDIt "-aR ceNcaETE OCM I AMU 1ij s, REQUIRED. CONNCREM CONCRETE, ANCHORS ',r AFIO>ORS (SEE SCMEG" ON" ,• - E)45rft POURER SHE£T5 9 TF€RDUGi{ 1G} - r SHEETS 9 THROUCH 10) .., �•, OR y CONCiR#E7�'E _. REQUIRED, { ''�,:.." : fArF✓O �eR, .T9. 4' ,. ,...... E +- CONCRETE ANCHORS _•"'__ i (SEE SCHEDULE ON -L E ED SHEETS 9 1FalOIXA'I f0 ' �., a ' ; S f L __ IJ4°I-DArF• 8-,,,.-._ i/4't-s1' r ! �8 68E� 11yy 1 ED. 1 1, 'ASH �t'LASS" �- 'fr i iA7kR8 OYB4 #-3P'I -'B. 5�' � �fi�10AA P^F'3 3 .S:' ExtSTfl-rj SNkiT.3. ...-4Et.� _.;,........_.. .. ..:[i'Morr. g(_E 6'TH ON POU aAs6 } PANEL ) ! '' d �. ►kW. EPAAh1roN t• mm % i I ( To CLASS. LENGTH EONCfE1E ANCH0R5 _ iL-.T-____. ,, _ _ _ a. 'aN SikET 3) ... 1 (SEE � ( SCHEDULE (SEE SCHEDULE W 1. -`--i `- ---I- - ON SHEET 3) L ON SHEET 3}..._,..._ _..._._.!__ SHEETS'9 THROUGH I H ! -I L Safi 6- W a oaSTRtf_Pf I I OF *v CLAW a'•:•r lr' riux, CLASS I 1 916 •, r 1 ri f�Y EO.y j INAI iotn I MAX. � �✓` 1 tOf 1 I ( I 4-_, 12 1/2- O.C. (AS APIPLIGNSUL) .1'_ ) ! CONCRETE K`eiaA ra a CtxNaLETS TE0C1I ANCHOR! WSEL SCHEDULE ON 1/4'-> V..: W/ 14)T REOUIRt71. CSFES'TS � aS -1--..:i 9 THROUGH 1' „ALTfFNA7E W/CA ONLY W41EP1. �a ` LEA LOCATION igiISED k W... WH@7 ExISPNDPOUAEp CONCRETE'. ._.- CONCRETE j_. A 1NPDRaN COLNCIEf€ CONCRETE AMCNORS,STIES. K REQUIRED, ANCHO "' ES T;aNCREYE BLACK REgtatRE0. STIH' (Sm SCHEDULE (6HE SGHEBULE ON 4€W/ SHMS 9 THROUGH 10).. 5HEE75 9 TiHim" 10) @ � m MALL M�INI SORT 10 SCALE 3 , - SCAj.E.5,' �AAAAHHA n�P�i FLORIDA BUILDING CODE Hon nib V*Ioclfy Hu no Z904 a r 44167 } }pTE1Fb L. 24 GAGE GALVANIUD ST€EL,STORM PANEL }a owm St. #: x TIP - FDR COMBINATION �CTTONLS 3E .. E.D. DISTANCE-_ a=. STATEOk `-*L ECOtwc. L PROTEGTtON PRODtiGTS, TLC. iNo (SET -SCHEDULE ON TOP3t BOTTOM MOUFIiIf CAN BE.., F :.' ` Ts�is r t*ff+dBIN - �ir 4w2 aR, sT 51aEcT SHEETS 9. & 10) COMBINED IN ANY WAY TO. SUIT ANY ',. •4' - -.4N elw 4,.a aa. A B,T ti_ 1#' ,(ONIDi''..•- 4 F ......... ! iaP"21A'is3 eldefl448rug81,lytl PnFr-par sAIGHE: (98'FY>�"yLLa. sA11(MAj�8-471f1 2L7'-175 : INSTAELAi10N. +.yxA/: !Q �BWMraw, ,> Anw rw. ww: .w *W OF A .4 I STALLA ON 12EMIU FOR REGULAR PANEL (D INTO WOOD t -7- r At31DTNATE TEA 4` 16' (MM. EX15TI1G Waa J `LbGOiorL ' BEAMDt171 I,,•x ( i, ! V [ £ I ADEQUACY OF OMFINO WOOD 804M TO BE CER 1- RY '' :III J o ..'`� RE L ' 'i. ARCNBEDT PRORM"F�O �! ° iN5FALLAT'IbN. ,.. t ,' NAIGiORS ✓ ,•+• T* Alnc -.«. i . AN ALTEANLITE I ($E£ SGHIEDI1Li DN (SEE SCHEDULE aN }: k, '' A t .£ .:__ I. ( � R 49t MDI WASHES KiO WiIAOMe TL1L Spslr O8 tf` SHEET 11) OCTETS` 11} ,- ! i °,.1' ,rP-M. Sb Ma iJ1r 1K>< ! 12 M.O.C. d T F 1/4' } \ 1 EXISiBNCG� , ���}} ((((PA����..jj I 1•, iY aY- xfM ears I �'. Es1A55-T . € 1 V • 8 1/4' O.e A (SEE StKEHDUL1 ITN fMHt.. t 1 II f j 1 I SHRED s1)SEPAPATION t t � tt S (SEE tl SCHEDULE L H7�-aa,H' i 1 AA >II W >IOa P t MIn..SkPARA7ON TO GLASS ON SHEET d.-,..._ I { 3) 'AT FA t 1 s'k-mt= EE£ 5CNFJAfiE ON SHEET s) �^�, ge. MYts W LEFIOTL �.2 t I MMHBrowH r-ey 1 ASA1L P- 'F a o Sir [ PINE Laim 4-�-=Hht._-.;. jam- - (La Hall we¢ (SEE SEE 3) (SEE SCMLIx E EY,ISTINsi,•� 7 IeOM 6�i117-6'1 at SHEET 3) 1 OR SHEET 3) GLASS OF OF ry:". P X j..T. R I2 1/2'D.C, HAPJL �. fr^ •F `:-:; .. ,".� i P 1 � EQ ,Aj� ��'� i _I t ' � .f � F I�•Y H✓t}a aCLT2 i s 2-x4' WOOD PIUIV,-.,.'__ ANcom -. CN REDwRm REOUIREy.. ;. :E-N-, i S 5�0L�SSlEDULE WLT00 ANCHORS PS _._ _.... (SEE ON (SEE SCHEDULE �. . � .,_.- 3/4` ^............,. I...,H t ` 'I .s. s' ;.. SI#'i4 11) SHE" 11}- _e AND FLOOR.. MOUNTING �QLD-bill MOUNTING RlLaTIYE :w A���1p1LAaLa.Tnr£ aw SCALE 3/8r T" rNHNN SCALE 3r9e1• •��R A P A NQg FOR {gI(LSECION&: N0 4 418T • FLORIDA BUILDING CODE Non PL YetoH NMrPloana Zan*) : T. INSTALLATION ARE ONLY VALJD,.FOR MAX.:A:5:0. � - TOP : N4CS CAN BE x maim - 2fe u.. T41DV. & BOTTOM MOUNT T -q f}€sGN PRESSURE RA sf AND PANEL LENGTHS RATING ) 24 GA(,I: GALVANIZED S(EE1. STORM PAt#L (P A: D COMBINED IN ANY WAY TO SUIT ANY AS SCHEDULES ON SHEET 3 $=9�• STATE �' PER INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 00,1- Ft ! MEMBERS TO BE SOUTHERN PINE No 2, W/ Spill V1111,11 Esyt 1 •..... - �-r-�" IT I E Q O . NC. GLOBAL, PROTECTION PRODUCTS, TLC. DENSITY OF 0.55 OR EOUAL " a ANAL C - a 1L3 trA}iNtflNtTrl.. A4F ,y�ie. At IAA Mllx wop�s A,llHe ,.a' PW .N . pw Afl'- vp HMML'. BM47IBB-75r8, FAA: 05406-M7 RJL aPN94ilAE/M1E G•,0002JSP AF4, A TTU9 Jr. RE. .IF-tNr SNYAt a aF lA r , N cn cu 2 a--+ U N Iy O .� im 0- Q O 2 ii = W CCS 0�-'A 0 _O !L A} O cu L cu E.O .C= vJ Q Go I = CM K = !- 0. w 47 CD C'M+0 CXa JIM C 4 IZ .� 4L1 W cn W c- U) 0 s� 0 0 'a'^^ w Q z Z SHEET NO. SH 13. CONCRE BLOCK OR WOOD STRUCTURES-. VAUQ FQR REGULAR, LIFE S&EM & E Z HANG STORM PANEL SYSTEMS { ,t'S AL9' DR 2'. YY3105 NH-lp1i#.�o FRAME VARIES LS7➢fY 906-#6 At;0& MOURNE) .0 � 'I, 1 , ,- 2 Y t�tiN s 72' oc. lxl t" Pa/REv � ' POlR1Ea y L 1I4Y x t 3/4' .T _ _1 1 BiaCltdl 2..A 14001P FlWA - F 2 T 2 p7y ,... REMARED f�11I so Flo NraKtT } tY ate".:, t Min 2`A4• tmOD PBAbiE OR� .M 1 01440 RF31tA6E0 .. -.,._. i `4 -7. t d"x. t = a".,,,;�. 1" NP, +11TR�Un tFAN4TE L!%i IaCatIDN R .:.,A.. #R'rL W 1 2 2" 5B wins y. R` 1 '� F LbAR. 6. nR{: ALoAi. � ANIR,E aft ' 1 31 ..H7SF 51EEr:. PaNtdAEtk' r. w.Ar..A.u,:+' i#�: FOUINO CaNtRErE. ..a ,,.._....t • C...,1I MEtAt >ii7tt'PIAIE J. O'YiM1 Yr0iW7FRhRf2. T P1 af$s-N#a y." RL$U'gEa. #Otl3 T$ AILOY 212 " t- 2 CONT t# A1N,tE - I . ALtR4 M.GAP s >a rRAar «M t Ca+AL AAMrs ANGLE CASE Ar (PLAN) CAS [PLAN) CASE C (PLAN) CASE (PLAN) SCALE 1/4'.I• SCALE I/4"=1' SCALE 1/4"=1• SCALE 1/4'-I" 0R PAt&TlM1E ut PalipED: Cam_,. 910 rtdM Ar. .;`FEMALE $1 ANQ i i9pNORETB e, i taP 9M UR yE _:._. 8lDaR ,Bait � PANFIA9. piblS 1.5X tq{WEti.. SNF.6. # aPEaiNc txt OR 2"a4• w90tl ' :20 6 I) ShFETE , I` IAACIC taNCRE17: VAR" I' N. M! PANFi -. ,. AS ApPLACABLE .. 1 FTAME ( REroIaREQ a • ! D. r- t3 4 MDOfl S fAx BEYONDFaw tYtOfH) cNBG% aa� OM rRk E AFffitlgiB ,t i "y,, t fT 'a,1' # ,, Cs 101, a4aL !f: MW VARMS•lOR4$J ."'rt./ 4" ta full. jA PfAa twl Pe Ji TOs N (f f tut END PANQ fi X . HA.' DISTANCE _ I E a v� CASE G )PLAN) SCALE 114--1- ,..... s• ? - '•, tf $ vAI.N FOR DIRECT MOUNT INSTALLATION 0N LY & z �, x e iCEN y CEKf1F1EU PANEL INSSAitATNNa AT WALLS W/ No. 44147 SURFACE LEVEL YMMIIM wttHNi 31+• t it FLORIDA BUILDING CODE NOn Hiall Valocilly Hurricane Zone) CASE E (PLAN) CASE F (PLAN) _ .` ta> 24 13ASE GAi.VAttl=ED STEEL S M PANEL r„t S4.f'•..f'(Dai)D�.r'y 00MINN er; SCALE'1/4".1' SCALE I/,V i' .: w Go iL i1dc, tt PR03ECilONI PRDDIXTSR U.C.n a3 ar+ %IH.{�,+Ip f 403%T {)'. �(17S sA ae vw+.r = aaY xii'-zRx rr1.14*i PIaX£E taSFl9N-'i4A.. ft., {95f)a5➢-wr Jff a'PwlSlfv «.. ae . VIA" ftaa,L1ER P.c A an. P,i x sow a or Ut (VAUD ONLY FOR PANEL &NJSTXJATIONS AS PER ALTERNATIVES IW THRU 4W, ON SHEETS 6 & 7) MAX ASA. DESIGN PRESSURE RATING (p•a.1.) MAgUN ANCHORS SPACING FOR E.D. - AS SM7OO N ON BMW$ 6 & 7 : - APPUC#e84E ToPANE. AmwqvilesPANELMA7E �Plk OF THEM : LENM 1.' 00 TAPOON IPA SCREW FEMALE N PAHELMUYE PLUS WOOD Nr. t3' 13" 13, 13• Ir Tw7R 9a' 13- 13` 13' 13` 1w (Bahia) 5 }/2• 6 if2' 6 t/2` a i/2` $ a` e` 6' B` MP) OR Lb 13• ,3" �11' �13• is, (10P) OR LESS is' 13, T3• 13• 13` - (81:1110M) i3• 73 13' V3' a 1/2 w mr) _ 73' 13, 17i" 13' r Iw tom) 5 if2• 8 i/2"t a IJ2` 5 1/2" (top) 1/2' a 1 a+) ?S1/24 T,O4„10 • a 1/2" ) ' I/2" H IJ2'' 12,t13•_..__. ..,. i3 a 1 afy (BO140M) • SEE TABLE j) FOR MAX. AS,D: DESIGN LOADS & to R PANEL LENGTH& SP'A= t5 USED, CORRESPONDING? ONLY TO ALTERNATE 2W ON %W 6 MAX. A.S.M DESIGN PRESSURE _ ANCK96:SPACING FOR E.D, - AS sSHMN ON SHEETS a k 7 VAYMM APp OKE TO ALTERMAM 3:.ANF OF IMEM PANEL vtTR4 (ft) TAPCON tAO SO1t£A' PANELMATE FOAALE M PANELMATE PLUS ". 6U5HM IY 13• 13' IY I3' IN 1r 13" t3" Ir a' I iw a t/2` - 8 tf2' B 1f2' 6 IJ2" a iJ2" It" - 6 1/4" 12 iJY a I/4" (BOAT•+) 6' ' 7" 7 ye a• a' - crop) 09 LESS 7 1/2` 8' B' v - 3w (Btl1TOM) 454 -45 +76, -76 13 -. 13r 1Y 13' 13' (805101A) I3" IY _ 13"' it t0'.. tw _. 1a' 13` IS" " IS' B tJ4 tw IfwmiM), S t/2".- - ^. 6 1/4" T2 1/2' 8 t/4• (BOTF, TO 7 i f2" (Gip) � 7.,.�",. J;_7;;�;I; 12, 73' f3".._ 53` r3• 43* TO' 4w • SEE TABLE 01 FOR 6LAJ(. AS.D. DESIGN LOADS & MAX. PANEL iFNS.iHS WHEN SPACER IS ISO, CORRESPOND1N0 ONLY TO ALTUMIF 2W'' ON SHEET 5 e A.S.D. DESIGN LOAD WAM PANEL LENGTH 40 PSF OR LESS 8'-i > 40 PSF TO 50 PSF 6"-r > 50 PSF TO 60 PSF W-10" A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE i AWLE ID ORS M MATE PLUS !t)4Crt1OR5 dt Ml/ (B�1 SP 40k 1 2" OX, INSTAL ALATION OILS FOR LIEL SAF PANEL (1"i N. 1 4"i TAPCON POUREtl t 4Y TAPCCN POURED ",... OR_• ANCHOR o NLa ➢EE IN i1 1e FOR ANUNDR9 3 FL'W O&VUAIVM Mo YTS IMF MIN" mom 9erI0 w NW wmw fm Oisawa AM 0*"Fw I* TIM stntsxAE. CUR E.A LS'� TIM eC2 m am SO4SxAE RfB110E .1* 5N.K0+0 BY b1UL7iM,Ya1a SPA" 3HOt1N ON SCIAMLE 8t M FOIADk9T0 fACmRS T,e3 8P€RAt in 9E POSMEM RE7MR:E0 SPACWQ t7HPiai.Q U6E:C FitClOR Swu NOT Be LM THAN MIMMUM WZW xa1RATEp FOR FAIN ANCHOR TYPE ON In SWAMI ft AHM TM mom UNOCAL 1MWO wo" 00 3 3 w wewrtxw 17M 3 3 AaiaMaeid OxrxW HirRJ qtj. 3 ;<!/s At61e1.>lMiC 9welizow Fg= # 445 140 OOPMA2ETE NEOtA ..RED 1VALL 120UNT,w SCALE 318+1" (VALID ONLY FOR PANELO INSTALLATIONS AS PER .SECTIONS i THRU S. ON SHEETS 4 at 5) APPLICABLE A MAX. PANEL iENGiHS ARE VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2` O.C. "IDA SUR,DING CODE Non NI h Ye1,TeT MfMrr)acm Zone I'M i*` yy Maam F00. /�20-L79 rf x2m$ nreca as 24 CAGE DALVARM'D STM STORK PANEL rAwa er }b �.AL PROTECTION PROOUCM 1lati" IVV/J S.4L 51 sma tP:,TER,a �Artar P$ # aRET F aF to VAX. A.S.U. PR€SSLlRE RAntaa (p.e:fJ hfNtYAILI ANCHORS SPACBaG )�R Aq4 Co. PER SCHEW(E �i.Ow.. 1A4:0WIMI tt71GiN MAX AS:p: PEE 11A7nID MA%QkAt A19ClI�S� SPACING FOR iqi Ep. � fad BR.OIY- APiYAABIE },M tEnaFil (N;) 'TAP-CCN SOLlD-•SET PANEIM4� PLitS� ZI�L-#WtIN CALK-tN.. g � CWIB9FDA117 OF TtwA1 TAPCON - 'SPED -SET Fk1W,E � p � Wi1� CNX-fN m ro ro m ' m mSmabR to m m- +45. -�. ti35 la• 13' t3" tY 13" 13` 11' Ir is 73 tr 73' t3' t 5,.,a L8t � . tY #3' - 43` f3" 1T 73' t3` ta' TY iJ" ;3" 1. 1/2 t ftOP). 8'-e8• LESS' !J' f3' f3" 13' IS' 13" tY t3"' 13' 13' iS" t3' f (BOTTOM) fl' 13' 13' 13` t3• t3` i3` 13'.. t3` 13' 13' tt 1/2 t {WifCµ) 7Y.. 1Y tJ° 13' i8 1a` ;. f3` t3' 13' t3' CIG17 3` : 79• t3' Y3• 13` 13' : S3` t.i' 13" 13` 3' 11 tf2 2 (10P)- - 13" Ir 13 " V3 1 S " 13. i 3 73` 2' 80T10E! { 13' tS 73' 1J' t3' ta' , F3• 13` 73' : t3' 13' i t 2 (9OttDM} . #$' t3 73 « 13. 73 IS`.. 73 is, 73 " :-" f3 13 13 '(TQP) iS .. !. 3 13 13 t3" SS`_. 13" 73" 13' 1t 1/2' 3(tOP) - - f2 7/2',12 1f2, 6, 1/4• a tf<` 2 t/T°!2 tf'#., - - a Yf+". :8. i/#" 3 �• - 2 Y%Y"1T if4 6 1%4" 6 3[4` .T tf'�' Y if2 - _ 6 }JP. 8 tld' 3 {BOITgHAj e 7 1/2 # e 6 1/Y a a a 6 1f2 a 7 t/r a a e" a a .... g" .. a• ,.. ''e" _: g• ' :�.: g= .. {., 8^ '_ tl" _ ,g• ^' 8• - ➢" -' g. .- 4 (BQ)TOM1 13 #3 "B3 T3" 1S 73 3 :1 3 V3" 13 13' t 3 8 . } Ta' T3 13 13 13 is 73' #3. 13 'I3 §3 V3 t] 13. 13' 1 3" 4 Y 13 73.... t3 t3 : T3 13 L9tlTNlM) YS" 73 W 13` 15' 13. 33' 73 13 13 1b (T4m7tlM).. 13' - 3' 1 13" 1 ` S 73« 13, :43" 13' . TY 5" 3 ts' iJ " 8 fitlP ) ta• # J' t ' a f3" SJ'. t3" t1' Ir 7J" t " 3 1 J 11 t 2 I 8 i - 8 t-- •^ ^^� 9 .`* - - a tJ♦' 6 4 8 ij a 1/#" : Y ` 4 4 s 8O1'C� 13 ": 6. 13" #$ 1/2' 1 a' 7 f3` _ 7r > if .. _ J lf2 13" 41 %=.. 4;(TOP) Tp td'-:4` #J": 8' 7 i3" 13". 51 `, f3" a t 9 IfY -tY e / 13` #!/➢'t >5,-e' TO 4=6' 73 r 73• 7a` 13' B i/2 tY ➢ 1f2 #0 lJY 7lf2 13' S° t (B017dt) 1J" 7i 2', 13' 13` f3' t0'.:. 13':' tv v 13" 8 IfY i (HDi'FOM):: 13' 6' 53t t0 1/. 1J" 7' - f3" -7'. 7 tj2:- S Tj2 13' # 1/Y" (ipP) t3° a° tJ' t3` 13" a lf2': 13` 8 IJ2. 9 iJ2` d !/2' 1]' 6 t/2. 2 (1�}- 13' ?" t3' I 13" sY 9 i/2 13' ➢ IJ2. tO IJ�7 #fT 13° tl 1j2' T (BOTTOM) -i3` 7 r/Y iJ" !3' 1Y 7tY iS` IO" ti" jr 73' a IJ2" 2 (0aR0A,) 13` B IJ2 i3' H 1j2 to i/2 7 f/2 t3` b 1fY• 3 73` 7t/Y t]' i3' iS tv /3' a 1/2' 3 (TOP) - - 12 i/2 12 !/2 a 1/4• tl t/4" 2 1/T^ 6 tj#'' - - 6 1/4' ,6 if4• {iMfTWI) - - 12 ITT 2 1J 6 tjd' a 1/#' 1 fiJ f2 tfY - - B iJ4' g /j4. 3 (80Yfffid} Y - 3' 8• 6 IJ2° 7' 3 tj2" 8' 4' -# t/2" 3• a t/Y 3' (TpP) 7 tfY` 3' 6• 6" 7' #' 8" #" 4 a" a• 8' TY "5 if2" 7 1/2• i (aoTTDig - t/2' - 7 IJ2'. - i (�eFS3M).. ]3' t3' 9 tfT' 13' ➢ tj2'.O 7 t/2' 13" a` (#Op) iS' 6 ij2• f3' 13' 13' tO` 9a° 1v 7)' a' ts• a iJ2' 8 t3' T 1.3' 1S• 13• B IJ2'" 73" 9 tf2` O If2 7 Y/,4" tS" a !/2' S (BOT10M) 33" a 1/2" 13' f3' 17° 70' t3` 10' 1t' 8' iJ' 67fY 5 1ROTTOM)' 73 3 13' 10 IJ2 13' 7 #3 9` -.. 7 Tf2" 5 if2" 13' 4 1/2 a (TOP) to M A 1Y12" IT / tJ J2 (IOp):.. ,,.- ..., 8 ff4"..tl 5 #"e if a tf4" - -^ �' =:• I #` .{lMTL ) _. ... 8 4 Bt f at 4" aT 4• I . ._ - :.;rEE SiiLt"t tt FOR ANaWNS TYPE t N'JCMq FOR aa53AtAAtd#K 886 w0a0 z$MK # wRAN111 ANaa]A SPAdBIL9S �+ WNIMUM LOOS 9XSgNaE FRE plWaAtta tR} tN6 SFt7tTltAE POA iO.. 1FSS Ti%Id dWltATEO t1N SiAifOAAE REQUCE ANCNaN 6PPCW➢ 81 AWt7IP177A'i 3NOwN a12 � RY Yt9 fOCI.OwN9 FACtfoRS. FOR TtY5 4PBRWSA4t 7a eE SMCai➢ SIWLIdt 9i LESS LIME# MII(IMUMf Si'AtlNM aJtMGTEO Ft9t {Ap: ANtaAW TYpf �J4 Ar 11N -4 Y if44 11413 1/47 cwci>M mLsas7 s,w.k MBa#aBli Afk7i0R SntCNO (MR) S 3 3 3 2 //2• 3 1R ix«1 3 3 i/2' s e 3 ifs•' 3 aml 3 3i/2' >i1J2• � atry : 31/2• Ai7lltl. � DIBRMX.. F)1CSOiR. +-°sFt Y VALA1 WHEN StaMCER Is USED. SEE 2 it Fxue 'DESIGN LDA� 3e IAWf: PANE). WHEN SPACER iS �D ASJD. DESRiF1 GOAD � 4D PSF OR LESS $'-$" � i0 PSP TO 50 PSF 6'-2• > 5O PSF TO 60 PSF 5'-10" - (LEE SMINONS & ALTOWMES ON SHEETS 13, 14. 15 k15)----- ' 13" MAX. R-IA/13, R-3Ji/13, R-3A/14, R-f8/13, R-RBjt3 R-36/ti 3• MAIL! R-IAW/15 R-2AW/15, R-3AW/18, R-18W/15a R-2BWj15, R-30W/14. 1 1 I } ! f 1 4"i-2IhcI SS, E�,`IS ivy 1', : ' q fr ' 5" j f I •t' 4 11 1 j I MAX (USE 'Ffl(i PANEL Lf7iOtrT ) 1 P if i f PAWL. L.EN01H OYFR Y-•� 1 ttt � 17TE(iL1tAi1 � PANf1 S � I � REGUtAtR ORM PANEL ? I 8'-8• q +4a4, -40.6 P.s,1- � I J £ - (1Y/ CY#UP Wi PANEL LWH Dom 71 LIFE I SIORM PANd ` 1 MID rO ' ► PANEL ELT) USE T-9' MIN. PAhWL LOOM ssGel }Siw 1 , ,.g.,::-*' '`:- �__#• _;----' - ----`- ^` "- ---� - At ALE. hroal IQS r' .. k f s, 6 T + I e 2 ."� t `r + a I s a - t rS..NO-CHEB Ai,�3�i10 v S t p 11 t f 3 i a . sAFkit'�°.•"'.�- � S i I i � i #- ' y Y 1 1, � e I .✓'"_ .. 1Rifa O LIFE 3i 3 I" �} PANEL BOtTDM� LXSRNERS i i t 14 E -- ._"' WM NUT t�'y1/T���pp��n�NUT Ar = —'-� AT t 3MXURI R L.a... RNNO 3• LEFT PANEL. RQft PANEL 3• INSTALLATIONS ONLY YAUp FOR WIND t' SPEED UP TO 170 M.p.h. I' ON. R-1A%t3,,R-2A/13, R-3A/14, R-19113. R-xBft3. R^3B/14. R-TAW/I% R-2AW/15. R-3AW/16. R-1BW/15, #-2BWi/1b. R-saw/18. [SEE SWitONS a ALTFRNAT140 ON SHEETS 13, 14, 15 &ta}_._:-:-.:: #dA:. t+iP UEE SAFETY SMRM PANEL ELEVATION (f) � 7W7" SCALE I/4'-I" .. f 's :.+SSttORM PANEL ( " OFtBAP .t ow ;' v RS'IO�t �PANtT. Y . 7f4• � " -" _€ - _ -- - � `�. ��4y, `� � SEMI fA42t. GAP etc " "�'+,uz� , Yids`. LIFE swo PANEL 'C7'.• 7�" FLORIDA BUILDING CODE Nan High WItai WN, caPir Zone) =RIOFgf�ORMDN,.-lyw aelvtaeo.r+� 24 DAOE OALVAI(RED STEEL STOtRt PALE(Well `f y iIL F.0 0 f.e, CABAL PROTECTION PR40UCiS, i1C. SECTION A• —A 4aBD 33r. ar 617 .. aft. ste a. ma AYf. FL Mf 20-175 SCAB V f4'•el' "L"� ttr". = 7Z w.-r 5 Pxolc: IaxHaA-7a+6. Frac fta+jeBa••a7at ONAAW6 Nm PF.:52.idffCOMRi1NIE/60F M aM{ pNr aMs,! f/`$•, PE f0 as atwtl 72 19 +4 -t _t INSMUNA110N 'QUAU INTO A7 T FOR U S1! EM MO ST tUCTURES PANEL 1 f� NEWER wa0a R f r 4•e TAPC'OIi O W OX. '. j it t 4Y YAPWN NOR 0 v O.a I 1 / 4-0 TAPxN O ➢' U.C: j I 1- '� krI i .j f f iWI ` r; ;z t/2� }f+` " : i/T` # 4' fi ' f 2 f'` ��i �..tl/ � . I` i1 a. A ♦ v 1 F d' fI 1 4tr-2wil•. .__ _�' - ... 1 . tAS.a "` -- At BBU6w� 1te»AAv -�'�•=�- -., pPat.rax vRNtL � H / ,1� I 1 R / 1 �. 4� v MAX 9 PAHEt. LFliKttit I '1' fLMax,a.. i." MAX. No PANEL LENOM R i PANEL LENGTH R --; ata SN€EY 121 f 3 t t __.._.i_: 1 UFMT- ➢ I .,.-.....! (SEE SHEET 12) Slim 12) aa"- 1 p t' Min. -i � ON 5F�7 12) j S riFP. ! 1 9g To ,/&S. �+, ,;. ..._. ..; ) k u i`LBn. L/2 CLASS. ! N t... I u f t if2 I c1AM. Ea 121i1':e121;1•: ` i ._.>._..... .:L M t I 9 `[i IRA tAa. eeoLIt } € i L. {i lid" w0af I £ } 4 ] : P, IAl�al r § } i�" 4 11 4Ress: t j e iz t�+i .. f: f <"o TAP'L7N :. W ..O.C.. 7WR q tla AttC OR:O 9 .- f f.;,. ». g€ t 4-0:'FAP2"+14 ..,.%, ANOtiCR q V:O, f i 11 L,* i."1 Ea w a Br W ➢n10 StR I Sib c. I f .. s _ i ? - 1 4 • .ANCHOR 0 9 O.G. t �AOGERED TE t 'PIAtE:wow { 9j .. .c_.•_-,... REQUIRED AW AhNlYE-B-tI�TER++tTIVE '2 LIFE SAFLIY PANEL wAu � UNTINGS SCALE 3/6.#' R REWAR paHFtc T1 jr. 1 SCLLE 3/a>ei" FLORIDA Lp BUILDING CODE Non YalacHy NOriizene Zoned 1, 1NSTAt1ATI0N ARE ONLY VALID fT)R A.S.O. DESIGN PRESSURE RATINGS (pa,1� ANO PANEL LENGTHS AS PER ELEVATm ON SHEET 12: 2. FORNWWOOD FRAME CONSTRUCTION: W000 a1N36 faTEN. TIC. F}. 24 GAGE GALVANIZED STEEL STOW PAW .. .4067 'C * � TIED OR1i Aim. BgNetr pn (R08AL PROTECTION PROOUCT� LLC* aJn a 6TAT6 JI-ECO..q, aaootp.ArPRO / MEMBERS 70 6E ` PI Ha 2 W SPECIFIC EMBERS SOUINERN NE / FI y11,;. %t7,r .,OF((D ;• - '+ 9 ,•• >x +2s a1x. w.A.:ab waMRRnaepA n.:tr ,w, Pmf prec. FL:331ta '20-175 r wMs tMlaleva agi6 Prat (vaa)aeaYel9t DENSDY OF 0.55'00 EQUAL iPi{••••• W-a9pa7f➢ (VAL)D ONLY FOR PANEL(DINSfALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) MAIL ASD. on" PRESSURE raT3dG M"UlA ANCHORS SPAbW FORANE.D. PER WHEDLAE BELOW APPUCA E TO SIXTIONS g �, Wild 1Lt PANEL Lol" f) Mo. A.S.D. DESIGN PRESSURE U-11 WJ WW riWIORS SPACING FOR MR E.A. PER E BFLOw APPMAIKE W:nows MUN" Pmm LENGTH VQ TAPCAN SOW-•8ET PANELMATE(-•St - tG � LVAIC-.HNLN GU YAPWN SO41Q-SET FEMALE N P pt� 7NA5C-HMlt CJttK-# 8 � To m Sato m m OF tgey m m m To m 19 o THEM }Taro76 i3" 1f• 13" t3" 13' t3'_ 43' - 13' t3` : 12' TS` - rQ' t - a'-N +717-7a S0 +779:-11G6 7]' g 13' 4C lf2 13• 0 1/7 it 6 1 2 .7 1/2" 3 I/Y Ir Iti/v f g,_ar OR LESS 13" it, it 13, tr I3" tr SS• Ir tY Ir IV i (aOYICM) ,J` e:.1/$' 73° -. !3' i3" 9"- t3• 8' 14' 7 1fY 73" r t (BOTTOM) tr tt' IF 13" id' V3'.... I3' 13' Ir :1Y it :.. IV (MOP) I3• 5' f3" TO t12 13" 8 t/2' IS 6 1/T" 7 1f2` 6 71Y tS` 4 I/V 2 (tom) ! '.. li' t3• 13' 3" �.-, 13' 13` t3" 7S' t2' 13" t0` ( ) f3' '" 7' 43` Ir tr 9 i/Y 13' A t/Y Q 1/2' 7 #IY` 13` 4;1/Y R.':(1501TOM) s Ir a it . - r3 13 Ta #3" 1 3 t 3' 13 ., - f 2 -..: t3 - t0 Ir 7r 43 , t Y 3` 4.1.Y f t3' 9 if2". 10 t /T 77. 2` f t * 3 6": 3 {TOP) t 4' GitTT{ - 2T -2 1 fT 1 4" 8 /. s A' t 21 "b1 /Y / 4" - - t d" 8 f 8-1 4' / 3 901fON { ) a' .• # , 9• s" 6 Tfr ;;1fx 4 (tQe) a /2 a 8 i2 (8019(1Nj ',,.•. 13 tr " t3 !] 73° IJ " Ir 13' t 3- IV 13" 10•'1d' {T0?) 6 if2' 73" 13` i3• v 13" $' 10• 7'T: ' 13" .. 6" 13" 17' 13' 13` t3' fi3• 73" f3' 13' i2° f3" 14' {BOITptA) 13 -7" tS`. 1s' 73" $ i 2` f k 3 9, /2' O t iT 7 I ' J2 73" ,4" 5 {aO11QM1 -.) 13` #3` ia' 13' 13• t3" 13' tY 1S° ... 10` s ((0P} _. Va` 6 1 3 t 13" a 2" tY f 7 1 /2" J2 13' f 4 (IOP) 6 I j4' ➢ tJ4" a 1/4` 6 1J -• - - - ➢ e 6 Y/4" a (BOtY?') _ _ 6 if+" 6 if#• a 1fd' B i f�1' 6. 1/d' 6 i/d"' - - 6 ff4` 8.. tJ4' 6 (BOVT:W.�) is"... Y ,/21 T3` IF 13" ICY`. is, '10, it' e` 13` 6 1/2- T: : W__r Tp 8'"'O`if2` i3•.. 'J' 13` fD #fY. 1 6 1/2` t3" S t 7 tj2' S 1!2' t3' # 1/2-11 {SQP) W_e in 13" 7 t/2" it T3" ib" 0 1f2 b3` 10 112 f 1W a- #3` 7- 1 (Barlow) 13" 5 IJ2" Ir IS 13", v Ir 9' Iv 7 1& t3' - 6' , famoh). tr 7 1/2, it I3` T3" TV 73` tv it- 8` Ir a T/fi 2 (SOP). 13`. 5' T3' Q t/2: -13' 6 If2• 13` a IJ2" 7 t/2' S-iJ2` tr 4.I/r 2 00n 13- 7 t/Y -W tr 13' .10 IJ3 13" 10 1/Y 11 1fY e' f3' Y T CBfittOf Is, 7' 13" tY t3' $ 11r 13, 9 1/2• 0 7/2 1 13• 7 1/2" fl` IS' t3' a Tj !3' 0.1/2 It 1/2' 6' t3' 7' # m 13' 7' 73' :. Sy t3" a IJ2' 13' 9 1/2' tI t' 7 1J2" 7T- !< 3 fTOa. Y 1/2.72 1/2 5 I/e S 1hr .2 i/T' a 1 4' a 1/e, a 1/4` 0rfrOM) 1f2 12 iJ2 iT t/4'. i t/4' 2 ,/2' 6 i/4• - 6 1/4` S 1J4• ] (BOnOW 7 1/2" 1 t/2' W v 7 tJ#"' A. v' 4 I/Y 5" 3. IJ2' 7, a' 4 00p) 7` - 3 iJ2' 8' 4*_[Ir I/Y 3" a fIr 2 i/Y {tuft) - r - .. Ir -- 8, - B' - a:• - 3 Maw 8" - 6 IjZ`:: - >r - 8' - 5 I/2° - r _ 4-( ). 13, jr a t/2 t3' 10 1/3 1 11_. a' 1S' T ¢8P).... 13' 6 1j2' iS'.. 13' ta' $" 13' e' 70` 19" 7 IJ2", t3' t3' 73" a 1fT.. Ta• ,O 1/2, t if2 v _B' t3' 7' 8 {BpFrpM) 13• 7" 13" f3` i3" $ 4/2'.- 13•.. ➢ t/2' 4P 1/2" 7 IJ2'", 13° 13' %3' TO IJ2 t3• tO f/2 I T/. 13' :. 7" 9 {TOG). 13" S' ia' . 13'1-1. t - - 6:1j4' B 9 # a t#" 7t 1741 ' - - - - a 1 4•.:8 Will, (@tlTT." ).. - d tf4':' 61/4 61J#' 8 tf4" -� - - - a r 4' 6 7J4` 8 Burt.. HFF MO 11 fW AWMOd 1WE a ➢PICM Yt## 10STAUA7OW MO WOMP WAWA 81140"i3 :e W "w MON* SPAwas " wow am � AIM'wmww ON 8a# um sm CO• EFTS TlY�N 11V OE0 Wi Salim /fKatON SPAON9 or "IlKWA 3YAp!& wtoew, ON, 4CIIEp13f 62 111E FaL1A'riMq F/Ome$, fMi flies1d 8a 1N>45w1:E. 18ENiCEp 3PAgtlip OBIAMW II M Al" SWL NOT HE LOSS TIM WO" 3PVM I1"00 FOR 041t ATOM IWE ON I"s SOCULk ANCHOR TIPS 1j#i t/4s #Is. 1 1 $9'➢OX �Itlmav tA1UPdIgH eNX-4I ' Maaexa ANO W SPAOR4 (hR). 3 3 3 3 2, Vw 2 1/,1 . . "tvm mtm O"1 3 3 141 s• 3 3 t/2' 3 IMPUM02 OLW 1V1BI- 3 3 Afa• 4 'Ir 3. t/2 3 `km , AflW, iDE i■IMCB FACTOR faao u7: -%Aw _ aai _ y f �••--•. ,-� fAta-" ] .aP TOP SPACINGS ONLY VAi;X1 WNFJ4 DESIGN LDAAS & MAX, PANEL SPACE 1S USED,. SEE 1 FOR MA1c A.S.6 LFUi(7M W!°9N 'SPACER .IS USED. A.S,D, DORMN' LOAD Y 40 :FSF OR .'LESS "•,••,• e'•-6"" > 40 PSF TO 50 ASF W-2•. > 60 PSF TO 60 PSF 5'-10" A `MAX, PANEL LENGTHS ARE Y VALID FOR INSTALLATIONS W/ SOW SET ANCHORS & W/ SPACER AT 12 1/2" O:C. ►1• '• :_$ • :" •i •. ;� = • is i_ .A, s L4. 't y14. ' t:- � Al Tf1M ti`p€. aFd1N,LA1' N6 MO 1APOW �M � SpAtp#3L4 Arq,MRipA7M WPNIIAL mom eYMANO pa) 3 TOaE i� ARE aiOOATW Ot! 1H15 ONNSM MR E.a L1:4S " aaacAtEo ON LE BESUFAE ANfIIa1R SRItN M2� la.a _ +NlfAAN21l a! f&nu�ft awk (M,) 3 3 /AiPL.t7A>E LIw09$'Yc' d WAY) SO MW.t1Pt•Y IN3PACINOfatfOlVti ON SCNW:AE a7 Tt1E Frflufa62 pV:tOIS FOR'R65 OP27MT.IWa TOXg P09gBti, P#O}a:TA �AOafO MAIM LG2/0 F SWIL tNot 1A LESS 7f1AN 1/B9tNA! SPAR pAliO F$R T'ACH ANtlgR T'1P£ ON tNF4 Nrvaarx 37 3 1/R' _ .a. a� bI1 t L ON IT" 12) INOALLagN DETAILS FOR LIFE S, INTO `WOOD STRUCTURE$ wOpG. HEADER � ..•'"' wooD HEADER • .7 4'e TApCOH { i 4Y TAPWO .t e I rf f I f F(I) MAX t i 1 1 } �ettL7S Ct J 1 fl. ( LAF1N Dior Y•aF1 'EL PANEL E 61N. tl I 7 PANEL tENOTH IF �� 6" (SEE EtEYATtfAd L _ { QNSHUT t Wd SHEET 12) 12) - O H 1 1Tf GLASS. '� 1 S II ON n GLASS. t GLASS. 1 L/2 is ..7 ... �' $tii4' w0 « PIAfE . I REQUIRED "€ g l a K a,kRED 4 �� {. �� PAfiFI)aATE PLUS.. if4"d PAUIELWTE PLUS -tf4`e ,,. ANCHOR Ot 12 1/2• O.C, , 12 i/2` aC. R-3BW ILTEFtIff. I-�TiYE 1iEE _25$EF�' PANE) Nuu11HHa4r �,. wltRt,.11�NrrNcs EA a, rrul '� SCALE 3/8+1° d `'VGfN�' i B 44167 FLORIDA BUILDING CODE Non High VelocityHurricane Zone wp9n tattao, ata F.P. 24 GAGE GALV L SIM PAHEL t. NdSrAtikifON ARE ONLY VALID FOR MAX. A.&.D. s ••. STATE OF +'awl $ r.Rr.xx...AR.•,,.. ANU,EO 51Ei aGrN a5 DESIGN PRESSURE .RATINGS (p.s.1) AND PANEL �s�0,a:• .......iOR A L PROTECT1O�t. PRORUCTSA LLC.. � iP1fie :LENGTHS. AS PER :ELEVA1 N ON.SHEiI' 12. y, T SJO1# `7 2, FOR IJON WOOD FRAME CONSTRUCTION: WOOD' t 3 iAEMkBERS 'Sri BE SOUTHERN PINE No 2, W/ SPECIFIC rUHuu7NNA/7 / rA-paalTi9 �w ••• 9Ix4n19 N°i { C8" 11.,R.i: 0R EQUAL.. P.F: SEM,f'31fARR7tAiE/9HE A ar:. 4� t ..a ' liREt ia. OF to N N � N j O� � U .� 0- C O O C .a) M ( C- U O (u cn C O Q M 0 O O -F-� L.L_ LIB ��t C V ., V! -� O ^1 p L CC3 00 N 0 d . s w a = Q S lL N C C= Gl" a CIA J.C. O2 fa � ? E = c >± ty y ••� .z v w cep ut R. $ C � to o LL V i 0 w. O L CL 21 U O A U ■ /a)/� V) W Lu Q Z Z Q J 11 SHEET NO. SH 1.4. ,4%�1•FI it I, -5 w{ rj4a-zo APPUCARLI a l-LJJLILJJ_LLJJ11.1. JJ_ L L-4J1 LLJ.J.,a-"1:..LUJ.L r LJJ_LL JJJ LJ_J _liJJ :I__. SEE NOTE 4 3' 1, MIT,.- FRDTE 3 ' 1' LRn. iSEE SECTION E21 h AL'dONA'tIVE ER,W GN SHEET 1N).'-__„-_.:__ EZf /18, ezlw/tie p (t) 1P 73�lttllYRttL:SZ' ENGINEERING E11401NEERINO EXPRE£380 PRODUCT EVALUIITiTlN RF-PORT September tS, 202tk RCatOIYNu r: Tnbe - 92, EX Prbaeottdurttlier„ : 2D`31543 Product ile"111 111". .AIL AaaarYcah StruReisand Glass ManutactLuarAddress.: 1540 Donna Road West Palm Bosch, FL 33409 Product Name E Desorption; 249a Galvanized Steel Storm PaneN Large Mlaafte Impact Resistant Scope of Elraluation: This Product Evaluation Reports being issued in accorderrca with the requ)remmnb of Are Florida td of Business an PrNarsiona R atlon a Building C e r Departure d I egut (FbSd li tdi Commission) Rule Chapter 81 G211 "S, F.A C_, Tor statewide acceptance Per Method 1(r). The product noted above has been tested and/or evaluated assurnimertzed herein to shave compliance, with the FNNids Buik!€r0 Cade Seventh Ecttic (Z020) and fa. for he purpose InterWird, at least equivalent 4r that required by the 'Co de, Re eualualion of t>Ea Viaduct shait'ba required following Pertinent Florida $Wkting Coda modiffoultohs at revlalons. Substantiating Data: PRODUCT NALUAM,ON 0000NEtrrrss EX drawing dl2031t6atitled 24ga daNaurced Steel Storm Panels OWHZ $ Narw"Z)., sheals 1-6, prepared by Enghleeft Express, signed & sealed by Frank Behnardo, P�E.'1s an Integral part of tits EvaluWon Report TEST,REPORTS Utntorm static ■,�T1?W0performance has been tested in ac'oorden�vInI TAS 202 test standards per test mpD w LtIBT-ASG.Yt-001 by lilackwMer Testing, Ina Large missile impact resistance and cyclic Ong performance has been tested In accordance with TAS 201 and TAS 203 test standards pertest report(s) NBT•ASG-i 7-004 by Biad;wB ar Testing•'Inc. STRUCTURAL 001YEERLNG CALCULATIONS Structural engrrreeft Calculatias have boon prepared wWM evaluate the producirboad an comparative and/or tational'anaysta to quality the following 4051[th Cdladha 1. Mulmuh, Aliowabre spans 2. MintmomAtlawable$car* 3. Minimum Glass Separation 4- AncDorapadri 160SW 1211 AVENUE SUiTE 186, DEERFIfiD 9EAC41 FLORIDA 3344.2 (954) 354-0660 1 (866) 396-9990 TEAK @EMatNsvRLNGEIiPRESs,CGN ENGINU AI NG E %PR ESS•. coM LAST PANFLO TO BE INSTALLED At EACH OPENING SHALL ALWAYS tat PROVIDED wlj NEAR HANDLE TO FACILITATE *srM1ATKIN it INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE. NOTES :. (1). E'-Z HANG STORM PANEL SYSTEM N NG OF P f C"L lR'AGKS TOP Rr BOTTOM. (2)• END PANELS St#ACt, ALWJ+a�S 9E CONNECTED TO 9gTtgAi TRACK OTMf.7tM 9 A ST4}, aAR SHALL BE PROVIDED AT TOP OF SUCH PANELS.. (3). if END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECEDT. SKI" DONtSIST OF 1/4"If-200/4° M,S, W/ ve-OXV3z" WING NO.R tANs/$'Min, THUMBSCREW INTO TAPPED BOTTOM r`ASi'ENERS Ml1Y BE AT ETCHER OF TWO EXTERIOR FLAT FLANGES Of END PANEL. (4), 7N CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (LE. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPEC$ LNOICATEO ON NOTE (3) ABOVE_ IN SUCH CASE, CONNECTION OF PANELS TO BOTTOMTRACKMAY OCCUR AT ANY PANEL LOCA'TLOti. t INSTALLATIONS ONLY V.AUD FOR RIND SPEED UP TO 170 m,PA. ENGiNEERINGI Nip 2 d2 All American Shuttur's and Glass — 24ga Galvanized Steel Storm Panels No 33% increase In allowable. strYms has been used In the design at this product, Separation from glazing Is not required totlrstallaillh,s ouhiida of wind zone 4 and'esslultal fadlNes, Impact Resistance: e l R"Is as been demonstrated mde c Ir oust Cede a ` s Large mpact tancs h n 11TOn Arad ea a nod 1 previously its test �, and i. accouMajt f ar in the engineering desio: of this product, Wind Load Resistance This prodduct has teen designedto resist wind bads as Indicated In the span schadMa(a) on the respective Product Evaluation Document (Le, arlglneedutg drawing), Installation This product shall be instal€ed in stdat complanceWlh its respective Product Evaluation Document ft womeang drawing)' along with all components noted-therain. Product components shall be of the material specified in that product's respective Product EvaWation Document (1.e. engineering drawing). Limitations & Conditions of Use. Use, otlhfe, product shall be M strict accordance W the respective Product Evaluaton;Documantti:e- anoneedhg drawing) as noted herein, Ail supporting host structures shalt tie designed to raslat all superimposed loads and shall: be of a,material tlBtad in this product's respective aneharacladuia, Hovietrychum Conditions which are not accounted far in this product's respective anchor schedule shall be designed for an asita-specific true by a registered professional engioeer. Al components Which are permanency Installed shall be protected against corrosion. comam€nation; and other such damage at aRtnoea, This product has been designed for use within anti outside the Koh Velocity Hurricane Zone (HVHZ). Respectfully. -� 9rYk'f4 i ear +a Frank 13crmudo, PE ENGINEERING &PRESSO' aP G45 441 Carl, Atab. 98$5 160 SW 12- AVENUE SUTYE 106, DEERFIELD BEACH, FLORTDA. 3344.2 (954) 354-0660 1 (866) 396-9999 TEAM�ENGtN.££RiNGE%PRESS, Lam 'EariKEERtNGE %PR ess, com �+T-L"i'1:. r3 f'ix'i,t'RLI bJ^li-rc1°S,.N rll Y`r3. .t Jf, iJl. V'i Yll%a4. " § 9' iVt <�.,"*YY71�sYi^Sr{ ,!.Ilu tnA.. IT x nrxgrw. fixn aurrxtiv ih`'r+k , .T ,�, '_ • ,ono Tr -x iaiv'a�n?r 'cP PRs. • .. a rn T•^•-ka: •. i<46]a et:'ks,tt.t..t _i.:ar .; -: his. ru;•' ,,... aim v s [6tt' n. NY T`n g f 1 p J y } M �L a YAp ,l - - t 1] x LL_ vrt A T. R'4. ... :t. i I ...TF'r.T x q fu CL i . R re, , ._ �., -• '., . .Fit.- ...3'i - r ° '•i +� z L 1: fret F , '2 n ) 9Cr Sr. xi` p _L �F n - e H Y P I1 w0p. 90 >4 (' Uv_'tN .r At MAI 6N L'tlHl d.l Y_ 4. I a� Ik r .1 Turf . L N,I N4 S LR N ta,a N :x :.'scroll ram. P vnrr �Lya if+ i.E� ui YT (}YSN lttII1 HSAMt M-t:Nan Ili 11 Nt1 :,bLL eYJ- hti _W3?) L-� �'.�'U �^�$ s x.;tn¢1 r L9' r rr ,<m" a wu'ss c�mwv�Pc yp n ; L4. Ie 3A'7#•�fC � hf �`�, Y1 r�llk'�IIIF't- T.tNl::�k'!RY YfAll aUM'r- 1 Pi:a'r.: - e B tri4N tit} J"nS f� h.1A9 v'k'JIC .re t• }:-M4 :•G'R_ ^F-4'. t7Y. E ' �ratr 5 a�'•r .v- .r. i'j' L, ors Wr-_Tel,:, 1 I t.:irl la JiA lc � _ A»r�r wuspl�uact rn3Nrr,T,rr1N - �E 'rzrC 2'r&..1' Nkti7r:.c .H�eu..s IAI+iMnl+vnµv ii� 'EL c:. c -f9P m•tx' W - •Wry�C TLk ' � r rn• 4 a s :n+s gI"V3.`.!4_:'MJ IvAM' 1 aNix 1 r ::F-YIi'LC Ltl : iE:;;T"•el' r r, Ss D. rs I d a SI f a k .rSi f r^ s a I - L. . y A 4.ts.-'G lr: .- "..' I°V',.31`!a•.wE :rTr'�+z :. ) , G n FBI aY` ryl r H. as 1 r ,H 6 . » CF£ ' r qr Nez aS,v t;ry w> ' tie.-IJ'W'; w }�,�. c#F "+in'• Tit.: '{ F' _ r+r vvra r Y, 9'N fi/n�liPPwILD'.RK�QIE: ei Q: N Px ���.; ,c dri:.+rx�.L:lnr•Lr teGr.rr0l..trra"Y�- sJ.Sr..:rrTA,Y. _ fl OVa4I6AL'ldOfE4TTUMCWsd18E n-='WL N+u'e. wAl;u_t -... ' d II �' hT1Y}.'sl �`� •rty„ (±): l9t r� lZ.teca• +'K,`k-Y 5X1€¢. W'Ft S.•td s. -PPa'v3 L't;,..Vyt41P/r, C 1 INNf/:1NGwI/dx)Na $q:.11Np 4' TjiasalMLAfr:I HEI141 AFra N9N' k:e UAIION PETAI ON SERIES 2000 E_—Z HANG STORM PANEL rwunED ( tl11 f 1 4Y TAPCON 7 CONCRETEBLDCN momm la I G.C.. REQUIRED. tf4Y iAPCDN __ r—� ltaxt' No W-0 M t 12' O.G. -`'.,, FaDN wcoD t¢JDIEN``` _ ltEl>lMim -=1 #14H1- 10 WAD TEA —""_.�' fv�b�4" :Rod ANCHOR EDGE OF �}/4" �1J - f 1 �: 4) rl 1 R 4 a/aM 0.c. f WI2Y N a" YAAI n' SEPAtIATIDN n Ta CUSS, ,yJh NUM f JDOSR ;:.e, NENPOP � To GLASS. j ,r't•4. ,� P p eUAx $ IR .^-i-- ___. _ �.,.._'"-"J PAM LENGiH� M sso=Tor RR " I-`-•-'---"--j PANEL. U G;TH I ,0 'TMMBSCREW d 1G MASS. 1 ---% LAB I C -. 11 r Ye ' 1f".CREW 4 0 TAPCGN ANCHOR t2 = POURED ` CONCRETE ONCRE BLOCK ;q)....i ,:-.!� :' REQUIRED RZOVWALL KA Ht3 SGTitS�t £lrijfW SCALE 3f`6-1a SCALE 3j8=t' �R �LrTttC l GEN MIN, PANEL 7ENGnI i. ARE ONLY VAUD FOR MAX. A,S,G. DESIGN SHALL BE 2`-6' .' 0, $$ : g Ards �1rxx c vc £ FLORIDA BUILDING CW (/ton ft Velocity HurrlCOne 14 SAGE GALVAMi0 STEED. STORM PANEL Zone 4NAN.ar. INWAL.LATION PRESSURE RATING i/- 40.0 p.s.f. AND B`-O` MAX PANEL Lit'IGTH.� Y fir STATED g --'Q thin, Gi OIdAL PRd?EL"Iiilti C7S. U"C. wvD 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD FOEMB7725 TO BE SOUTHERN PINE No 1, W/ SPECIFIC reuT caw . , A,N a,a all, .alxeTt mr» = a+Y-rdw, AIM m4-rrat se, 3/ sHNSr n xlra DAVi6 Fb. Sa,1t4, Rom tpbFMa0-».+s. rAV tai+kas-a'rr,3. 10-" t 75 DENSITY OF 0.55 OR EDUAL. °j ¢'*^ .... Nab ilk in Is W ALL. AMERICAN SHUTTERS AND GLASS [24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-.HVH2) VEkTICAL MOUNT ALLOWABLE EL SPAN & GLAtS LLC LE PANEL, PR S SEPARATION SCHEDULE: SEPA QN 24'rAUGE PANl3S r' A1A i l %R4tIM ' DE N 51G i ALik7WAaLE RE PR E66 RE EMU{{ i Si+ N L' P A aTa € I P MI U 9iDRM PANEL THI M NNA M 9EPARA NTRO GLASS Nude WIND-Z6NEA$FSSENTfAi FAcifI7,E& 1 zr € IN5rAUATKTNSLE#5 ': NJSTA47A GNEATER ]>dNa stir aavEo r N A itaDE HAN9D"A6O CE ilk: IaDAL3b,V ,A 4+ 2301a1it 'L aDb t-L A e. +3dS :.STY t •SS 1*1adA.im .r" to A BY rA s., AB7A %1 ,N tlB in Y�# 5 V' •Bb _ �.Sa.211I 6 . o d>9 damx5a n N �aM sx11N F.7F Hi i 36A In 6,12 In ].aaTa' .T j 2 LT Oke r. is se, �>DR+n ,ar.:A.,rm r r+nu. rn.new rvrw. «� I ALL"H^ AN U FAG Rs4T1tCUJ I.6011.0, OU,` MAXIMUM ,ALLOWABLE DESIGN PRESSURES - As Md�tW IN OE5IC;N DESI15Ai NOTES,, 111,I t r �w s Er M HAAL��a INE P a D e4 E M1 LNG CIO Hsu �i}} > H pp. �ANt iApI�. E ESS-..AN r� I. Tt{ :dos TAHaTV NN E..�S tnrFS'W5tEtl' HfREEN: FOp ANY VN E6St'LtTAT.'14HNS.' �ALLall �d1rcD• !ftS:REII w to � i_ a• �IS17 C-CAL:C.10167G48 _ >-Mkt SNNT rg Y3)I f latll!d"'dl � ��La .rL,a.. wIGfT L]iFJN�rPIaEkPI@BB LbW¢#d� � +,SriAtvrrluJ,l°1-PL9N9, $erc'ERri—�m9�irtc� - MINIMUM ALLOWABLE SPAN SCHEDULE ' Imul " 1 �tOttT'1��)0'��t00 '®t�1�10 t�'S7;• ®t�Cai�Es'ls i3Q®ttt:7ltTillF��1 �tt�lE'r�t�EQ 'C iS LfuT�IOt�tEli�� +17'rx T t[3ilttt�lt �E m t E?r.CaiCCA"c i tt�SL�TsP'13ii",'�9t1'�tlIEai46.�1��Efi1C�Eii✓1•'r7 ME REi"'Su;L;:."+'CIf �.+ilE�ii!3fti�Tw7�ii;ilE�l1'".'rl tiAd7 3'33B�tllifI1�E. ]�[��-�.ti11�1�.'.� „s tit ArexrtAELE; - Tt FRON. to W kWP?L • Hb"AlitiGprAT .YtMNTNatamro'rDR ND BdP+AI'. bN OLA65 �. PANEAiO.. EA a R�r 1 MDt ,d RDSiIEL'r71'EMp dHnNOia NA DNa+E: 3. 5iDE L1A9WNE6A da165 AIL MOtRxrb tAl d&,E r, wZT,.11 Ct0631fi AML AOY ENKr � PtDd001h' T d°fl+Y K eU NDUNnPwd a �30fk5: lAEO N 6l14LL iL DETAIN" VS€U vR,N RDaUT 4$1N r Aiou RNDN t4A55 Per p' a T :ipHlai DDiN3 P WC rLr# STLrGS, NOLIS 6HDS VAr'IEA.S rflDrl°,wrIMPApEt AIHE t0 ft"ITPP MOraT ID ! AFY r r,IiTENEAx Olts 41R'D. DA a 3I, UUA*IM aLl 4D5UA2S TEN #. PARCIS.b1A'«SPAN. a6,H4 OI#xO, ar h{E 0.PPR worrlwr OPHANCiP6140NA1t-'M VbiAGANr MDENYRiMsRellld�f SitbN441 THFeE. flYG:. I Ye N 4Y.Awfl L O ONS . ON TTC ) .r 3, NY3AN INT Ttt}ti Barwe-2i WADS t7"m Ll £RPDtA EAT HER UM NEXT HIGHER U", Act ABLE.OT OTHERWISE ♦31.!'LJS SEPARATION NOTES: EP L ENTERSPAN SCHEDULE WtrN FOSITIV`GESIGIN LOAD TO DETERMINE SP N q H NIMUM: ALLOWAalE 4EPArLATION FROAI IHEOPEN7 "TraBERNLitECTED- t NG " 2. SCHEDULE 1$ RAMEN O FOR USE WITCEFI BLE.POSIO H IEWIS USE m]irwl Pw}UµT - ING3tPd:.ATTON aETWE$trAAD5I5 ACCEPFAiTkE, OTtff$fWrSE RI�MIXTHlORiBi (GalrN rvvE As iAAO.. atVvi � 3, FOR INSTALLATIONS O11T51Df rSF THE RiVlLEANO+iLT3Sto£OF ESSENTIAL A SCHEDULE IN NOT R WIND ZONES # THROUGH 3, THE Ci M FROM RATION SCHEDULE IS N0T REQUIRED AND NO MINIMUM SEPARATi@N FRd�'!'fNE _ . PROTECTED OPENING IS. ED.. - O l l LONWN,AL INTERIOR FA iE14ING VET AIL '" N"T.S: GPTIClNAL EtzRESSPANEL DETAIL "IINTERTCSR FASTENING s 49tI• �� da9^ R Dix5a z? 3aPt u` fiZ3' trees^ TYP T 111 .zraLa,3f9r� I moll MAX 1,50I° �1,5'o - 7I,57;0" II' 4365Q,376"-{ }'' d �p i1 F---}2.SQ0t1PPd"?EL_COVEii4GC' �1 D•i79:-71p.4S$19("�j96^,'HX�SS' .1i,89Cf°, 451�DQs zQ' N .r p rYP T-U Q.ohD" rlklrz1s^ Lis 310' aD:7ss sus - ,� BHA.O-dllT.'f" 1WACiC _ r,;. •,,.,;. i•DD _ TYR_ _C?:°}D" n D ZaOu d tET!"'MN9}All A,�SREYN9LE 1OA9HETG- -L�IfdG- Iµ SF" ANGLE 7RAm S r r t}-3i5^ m yl.r `..zrT• -,viny_ Z r ,m.tr1 LEG Ur],: ouLLFrrery. 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