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HomeMy WebLinkAbout36630 Garden Wall Way3 m i� i� 0 3 m icy LO c� N 0 J L0 to 1r N FL 0 LZ c� c LZ 0 n N CV N ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Altemate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Footf Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BO or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lev. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B, Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or 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 UNO 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 DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WOW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire VWVF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME -WALK REVISIONS 12-27-17 3.0 2017 FBC UPDATES 05-20-19 3. 1 ELEV. Al -REVISED BANDS BACK TO ORIGINAL DESIGN 08-27-19 3.2 ENG. REVIEW FOR 150-C MPH 09-20-19 3.3 ADD 8'-8" ELEV. FOR TREVESTA 05-14-20 3.4 ELEV. B REV. ENTRY PER M.K. 12-15-20 3.5 OVERHANG OVER SGD REV. TO 3' 12-19-20 4.0 FBC 2020 CODE UPDATE 11-29-21 5.0 ADDED ELEV KLM PER C.M. ILM E rNI IN11%ReM 1551 Al B 1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN --- ._ 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S31M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. cra as w rr rJ u 0 w a.:. v, ro C= I •'' v s .a E KeC..�fV E V DEC 2 0 2022 OkOWN ` O•-p = � :• J � � a� CAL '�• /� U °J : Cam: a, To the best of the Engineers knowledge, Information and bellef, Me structural plans and specificatlons 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. v 4L-1 N r` ' di co q M LL Q & LL L L LL W Lu Z a g 02 co _ � O 5 w 0 ^ '0 co In � ^ N IL J VZ OU W 00 CD z z � N Q) CD �ty 01 cia U � 8g O "'Ln N w MIN c � w z M U 16 o� NK >Z {}y Q E U 30 <F Z H cc C g E & w w N t u, g � � mo •firo N g g LL Z Q) N J rw3 W d Us LL NW =� �LL 0o = > L6 LO `n rn a Y Cr T� m m LO �I 04 o N N C LO LO Ul) r T � f� ai E £ CN Z CE `- a 0 � a o � JOB NO: 22-08311 SCALE : AS NOTED SHEET NO. C S 3 TYP @ 1 STORY A S3 54'-0" VERIFY METER LOCATION WITH BUILDER \� = VERIFY LOCATION I `;' - - - - - - - - - - - ELECTRICAL PANEL I W o - - 1---�--I \\ J-- w ��XrLG K -_'- TIE 15'-88' 5'-0-'-' - - _ OPT. - - OP , W cO I TYP 20'-7a' I I @ GARAGE o OPENING FAMILY R M DYE VuT T 2 CAR GARAGE I _ VAULT CLG. , 8'-0" CLG. I 1 1 0 u� CARPET 5-SH HANSON BOX I I 10 pp I I l p M 7 - -QPT� -1 L.N 16" DEEP @ 36" A.F.F. I I I oQ I 1-------- REF. L.- _ J 15 a - AN N'- SW LG. "J C_° I ►= 1 1 W I ICi I I O 4 19 00 --0'-0" I C. 2 -- EDGE OF SLAB 2" I 1 1 > BEYOND WALL 1 I I O 2" 2'16" I I I - 20'-7g' I I I co i 2'' T K N 1 j ( I I 24"x24" CMU I HUC410 W/ 18 I I COLUMN BASE ) C- -i , I KI ` 4 2:12� I I I l i I I a o oa 9-6 CL S3 00 / 1 I SIMPSON EORT GALS I I (2) 2 x12 SYP. W/ GROUT SOLI 1 1 I 1/4" x 2 3/4" TITENS & 10 1 1 I) i i 1/2" FLITCH TYP. HEIGHTEV. / I I 10d NAILS (CONNECTION U I I FROM BEAM TO CMU I I @ENTRY 4x4 P.T.)#2 SYP �" I POST TO SIT OR 1 4'-0" CEILING I I I I - O 2'"8" I WALL) I I i¢ J I I I ENTRY DIRECTLY I O �- - -CENTER W N I (0 I I m - -- O I S3 I I 8'-0" CLG. SIMPSON A BUILDER TO PROVIDE 11 U44 PATIO I I I� 111 D.W. 1 I 1 CH. iv APPLIANCE S3 L ---------- o PROTECTION WHEN REQUIRED PER FBC - CAFE C=�J X -i 0 .. o O 00 VAULT. CLGI I d K iO CARPET 17'-11g" I 8 -3 S3 3068 I I -104 6' 8 7'-1 " ' N i � q �/ (3) 2x4 #2 SPF FOYER -, 1 "' w/ DTT2Z 9'-6" LG. -TILE I I 6,_��� G I I H_D_ A_T_T-4" 0.. 4�_0,11 ---k 2�8 4 - •� - - - - TYP @ 1 _ - ^N -------.-� -� --� - --- R&S ----- =o w -- - - R&S ma ' -------------- STORY i `~ W I C. _ `n`r° z 1668 R&S N TYP @ 1 S3 I (3) 2x4 #2 SPF _ DTT2Z N AHU I 8'-0" CLG. I 4068 B.F. 4068 B.F. STORY I - T w/ I �� CARPET 8'_2� 2668 0 2668 A °.^Q 8'_0, 2'-4"4,_2" 3�_74" 8--Q" S3 OWNER'S I 0 LO BEDROOM ` M -1 SUITE N 1 5-SH o 1 N 8'-0" CLG. BEDROOM 2 � a E 8'-0" CLG. 16" DEEP CARPET - - Nw �, A fn C,,, _63 CARPET LIN N C - _ B.F. - - R o 8'-0" CLG. _ CARPET rn N w cb I ° 60"x36" 68 SHOWER �� 0" LG. in I E- r 15'-8g" ^ - 81_ TILE 1 3 0" in 2" T 10,E l 5' i I BERGLAS _ URROUN AC PAD 11 F BERGLASS S RROUND iv 'o o I N H.B. TYP @ 1 STORY A S3 25-SH EGRESS O HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25i S.H. 13 20 X 381 184 X 371 S.H. 14 20 X 501 18 } X 50 S.H. 15 20 X 63 18 J X 62 J S.H. 16 20X72 18JX71} S.H. 11-12 271/4X26 26X254 S.H. 11­13 271/4X38J 26x371 S.H. i H4 274 X 501 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 27 J X 72 26 X 71 112 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S.H. 25 37JX63 36JX621/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 } X 25 } S.H. 33 54 X 381 52 } X 371 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 } X 62 J S.H. 36 54 X 72 52 } X 71 S.H. 39X59 40 X 59 N/A DOUBLE 39X59 79 X 59 N/A !S�.H. . FLOOR PLAN - ELEV-B1 SCALE: Y4 =1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" �A +29.7 / -32.2 +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 Q +26.6 / -29.1 Q +26.6 / -33.5 GC� SEE SN SHEET SEE SN SHEET "�t�Q MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED, THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 LIVING 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) c.a N N d i--- o o¢C' c C_.: N - m u N C LA_ C1 cm 0 v CN N Cm J �C.4 CL C, u. 3 w W .4',r u as �".. CD .k cz T, N C.�'� c A G G. O n .,``,�, •.(�,t�S�it,�i'iFtF�ffttrl�i r�; U J =: G• F 4* us 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. 0) W11- E OO 8 = (A 0 N a °k LL Z LL =rn a W YAgm_ o m W LL Z rF°'°' N Cl) Z OU W ❑❑ CD z N z Q o4-1 � $ W U W $ �0 v I v N [_!, N 1v w C) Q 04 C, 04 M J o Q a Z C &44448 S&X L g �o =3 ro ` J o 'D O ZI4 a � .2 C:) �L rn 0 Q F- N J O 0 (%) m Im LL 0 ¢I �-+ 0 (V (M o O -) T U ) T- T� E C N G z E r w C a0 _J a p Co � JOB NO: 22-08311 SCALE : AS NOTED SHEET NO. 1 A 9 io T 0 fV OPT. REF. cal 4 KITCHEN ISLAND KITCHEN VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / U) w MEDICINE o CABINET 00 U-Q LLQ O > CV > M CV co d' co co '4 T 4 M 0 (V HOOD ------ M RANGE 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER CD 1 CV FIN. FLR. KITCHEN BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. ` TOWEL BAR 07= Q a ON BATHROOM WALL SHWR. o VALVES = o CO 00 SOAP F- %00 c DISH U ire o `n o I 1 o I M M � TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY MIRROR p�- 00 e 01 1- - O M —j ILLI— I NJ J% 00 UA Fk 0 LL00 0 IL IL 0 Q. 13 V) 65 8 LO CL 04 LID 0 OWNER'S BATHROOM INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS -- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30 H BASE 0 00 LL r. 7 LO a CO O 2x r a U? `r 0o FRAMING I I T 1 /2" GYP �? BOARD - T FIN. FLR. 2x P.T. SHELVING CABINETS - ISLAND COUNTER SCALE: 1 /2"=1'-0" III � o CV N FIN. FLR.j Ll � j J,- CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=V-0" 1 G� v W ux. � U. a- Q cn co C� [V X o � a W a w 1� AG �.3 O 2 � O w- i V,,LrI To the best of the Englneer's knowledge, Information and belief, the structural plans and speGficatlona contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signatur01 e and seal Is only for the structural engineering potions of the drawing pages bearing Engineer's signature and seal. w ro fA � r`` r, �2 � -1 ari M v ,a LL Q C J U.r'!' W W�'�NtO � o W ��inrn z N OU � W ❑o z �g N M C� a •u o 5a�� '�+ O C ?3 �N w c � W 0 oLL =® a N I„_, W S i z^ C NO iZ ow �0 � dZ c Co © T C /�-� T Q Y v Y T m U) m � � 04 ¢I O o O T N m 1.17 LO � TT' z Z E JOB NO: 22-08311 SCALE : AS NOTED SHEET NO. 2 OWNER'S BATHROOM INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS -- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30 H BASE 0 00 LL r. 7 LO a CO O 2x r a U? `r 0o FRAMING I I T 1 /2" GYP �? BOARD - T FIN. FLR. 2x P.T. SHELVING CABINETS - ISLAND COUNTER SCALE: 1 /2"=1'-0" III � o CV N FIN. FLR.j Ll � j J,- CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=V-0" 1 G� v W ux. � U. a- Q cn co C� [V X o � a W a w 1� AG �.3 O 2 � O w- i V,,LrI To the best of the Englneer's knowledge, Information and belief, the structural plans and speGficatlona contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signatur01 e and seal Is only for the structural engineering potions of the drawing pages bearing Engineer's signature and seal. w ro fA � r`` r, �2 � -1 ari M v ,a LL Q C J U.r'!' W W�'�NtO � o W ��inrn z N OU � W ❑o z �g N M C� a •u o 5a�� '�+ O C ?3 �N w c � W 0 oLL =® a N I„_, W S i z^ C NO iZ ow �0 � dZ c Co © T C /�-� T Q Y v Y T m U) m � � 04 ¢I O o O T N m 1.17 LO � TT' z Z E JOB NO: 22-08311 SCALE : AS NOTED SHEET NO. 2 rn RE m in ts 0 N m N CP M� I 3 Q i V i EE �I EZ a .9d n .a: c D CC 0 a 12 /— 71r/ 00 0-7 HEEL -� may. 12 - - - - - - - - - - - - - - T.O.M. - j� !- - F4 N ---- - -------------A`� HDR HGT. TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) F16 — 0 2" x 4" SMOOTH 18"x50" TEXTURED SILL / BAND —� J 12 _ -� F5 - 5 -r SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS - SPECIFICATIONS VTEXTURED 2" 1" x 9" SMOOTH I I -�-HEAD/BAND FD7 El El D 71- o a FE-1Ll [717 --.- 1 L � :1 F_FL.--------125 SH ------------------------------ 16070 OVERHEAD DOOR FRONT ELEVATION — B1 4' RIDGE VENT ---r- 5 5 SCALE: 1 /4"=1'-0" 18' RIDGE VENT 1'-n" 2'-0" 1 ENTRY COLUMN DETAIL SCALE: 1/2"=1'-0' SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 1 _ � -_.-. �� ' _� -�_ �� I �..,_.. .._J. __ i �� ..-.-L may.. —c ���L_.—W. __ _ -� �� I_-,._. L .�4:.--.. a` - "'• I. r 1 -" -_ T.O.M. ---- ----------------------------- HDR HGT. 3'-0" �� TEXTURED TEXTURED CEMENTITIOUS CEMENTITIOUS 4 FINISH ON C.M.U. I/ FINISH ON C.M.U. co co (TYP.) zo 25 SH LEFT ELEVATION — B1. FIN. FLR. REV. 09.24.21 cv cis c c•a N v � 11J O V C C O -co co X LA- cz N Cc C? �. N d N d _E w T i m C E = o o. u 0 ll ' N ^�r�P�� �''•., F �. •. p E S N 110� To the best of the Engineer's knowledge, Information end belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W oo N Cie LQIsses O N N M 0 # LL y J Q C J LL W I� C9LLLL a Z t f�CO d 0 0 W°' ILLL 3 04 r ZOU W ❑❑ (D z� Z� J Wv) :z cn d 'u 0 w $ ON Q C14 ch o LL E �£o Q O wi m zE° t�� z wT � NO TaWz oK C/i J N tk b s rw s Z WSEE_ O� 0 �O �a L O > Lo LO L ai B rn � � N Co O j t-- Q Y T C Y T 00 L T � N Cn I c N C) Cn LLO r Ln T E N N Z c r 2) y 101 U 0 d Q p � JOB NO: 22-08311 SCALE : AS NOTED SHEET NO. 3.1 60 is SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 4 80 T.O.M. . . . . . . . . . Ej TEXTURED 1'-0" CEMENTITIOUS T.O.M. HGT. ' OFFRIDGE VENT 12 5L,,-' 12 ­-�5 -= L _= SHINGLE OR TILE ROOF PER -_= --,- ;- r---• -- T--T-- �- �-- .�T COMMUNITY SPECS - INSTALLED PER MANUFACTURERS �- �- - _�� __-�.�-- SPECIFICATIONS 6.0. EXTENDED OVERHANG TO BE CENTERED ON DOOR t` 35 SH F.FL. . . . . . . . . . . ] 18' RIDGE VENT -------------------- ----------- 5068 SGD REAR ELEVATION — B1 SCALE: 1/4 -, o 4' RIDGE VENT TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP. ) 1'-0" FIN. ON C.M.U. (TYP) �� TEXTURED CEMENTITIOUS 2" x 4" SMOOTH (TYP) ON C.M.U. TEXTURED SILL / BAND F.FL.------------- --- ----- ------------------------------------------------------------------------------------------------------ RIGHT ELEVATION - 131 :1:1/4_ REV. N O N � CV c I— a i w O F 67 Ca. C rC C2 N "� CS an X r C LA - Ca O y p CV L y a7 O t0 4 r N x Cr }. fJ cN C G C co 0 � J D ' NN Q` • c E •••••.cat QR O F E S 51 '111111l1I IIIN`ON To the best of the Engineers knowledge, information and belief, the structural plans and specificatlons contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. t» 11- W o A $ o N CM •" 15 Q r N N C y i LL C LL LL SSZ LL W fJ0 Z W a rn a S2 Q ILW°'°'m Mzd N Z O U 9 W o0 z J (1 N z LL ll J (v cn w � Ow ' U �3 • o zz M o E 0 0° �� ao Co. ca ro � �° zo E N _Z z C o H gLL Fes- w z z � o z W 3� o tt3 0 c0 Lo LO LID L CN O Y W '- . • . m LO ¢I O CN N C::) LO N U') LO T E ZCV 6 z E r N v a U -j Q p JOB NO : 22-08311 SCALE : AS NOTED SHEET NO. 3.2 "NOTE: VARIES 1'-10" 111' CAP f CAP _ N N FOAM TO BE USED 1" RADIUS c 2" 11 r - CD ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1"L 2" OPENING VARIES =IN iv 1/2" RADIUS< 31/ 1'-53" 3/4" RADIUS _ a BUILT W/ STUCCO. 1/2" RADIUS 1" 1" `l EDGE OF 1" 4" VARIES Av i• c� 1' OPENING VARIES iv q M = N �2n 12° VARIES VARIES 1 1/2" RADIUS r 34" r, 41„ �`-4 �-�{ 2"4" 2 1/2" RADIUS L0 ;- � Ala E)4 Iry ��� My CD VARIES 12" 32 11" 32 1" BASE (D BASE ^N 3" z,,r �d = I N I 12r, 'NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN `Q REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE OPENING VARIES 2" 2" = 1" BUILT W/ STUCCO. EDGE OF OPENING _ 0 1-1/2" THICK 1-1/2" THICK 4„ 101, &4 -- 21,r 4 � 10" g" N _ (D s .____ _..-___ rr 2" N 2" 4" 3" 2" 2" 32" 1-1/2" THICK --- 24" SIN M -- v 2'.4" 52r, 1,-5,r 52 4 '�'r `v j. cIN 00 51„ 4 1,-4n 3„ s (D ------- a 1" 12 VARIES VARIES in 2 fV Ll - ____ , • VARIES VARIES 4" OI '2" s = I _ �------- _ I c �r. y� 6" 4" '�� '�� N fV KEYSTONE F11 0 OPTIONAL KEYSTONE F11 00 OPTIONAL 13- fD i L16n CD Q- 2 44r, to v 2 2 ' 4" GARAGE DR. OPENING 4" 3 4" WINDOW OPENING 4" NOTE: --- _ _ • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH ON • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK &FINISH 14 12 , 2" • FOAM/T PS MATERIAL IS ACCEPTED T-8" 7" = N 1 rr 4" T-0" 4" 10 1'-4" 101, N --- tD 00 04 O <V --..—___ --- r 1' 70• = 12rr 1,r `v N 1-1" 1" 1" GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 6 ACRYLIC SAND FINISH N N N a� N IQ W O ✓ C3 C1. N C7 'n cn cn tlf N O ro L11 � a ru N y w A wti= o ry ya•� E o a. w CV C] 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. � ys Q Q t N N V $ �p N m N c04 0 C —1 2 ie LL W V' �LLLL S EIQ o Z $0 11IL W T m W Z cc b N Z Q J N OU Z W y U Z C-4^ Z Z Q WNp N CD 4—J N �fJ � SW O v1 c •, �N CD (� r— rn w �OQ M �O W LL- E �o oLL a =o 0 Vnj R0 W z I _C Q 0 do �S� az ado �0 � c ��t Y�� N O �0 2 z .mil' 3 �w Q z S� �z W g� a 0�� 33 0 c O �LO LO '^ LOCc rn B Q � � � N Cc O T O J A NT MY W m Ll` Qi O N o � � N r Ln U') T r E •E N ° z Z T— N y E c a U 0 Q o C JOB NO : 22-08311 SCALE : AS NOTED SHEET NO. F1 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. 150AI200A INDOOR NEMA 1 150 AMP/ 2110 AMP #14 to lights A outlets #12 to appliances and GFI #10 to WH #8 to Range #6 to HVAC 50=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND IDisconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground �04GROUNDING BONDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type Installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The Width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. I ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET r'VG.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET K-- HALF -SWITCHED DUPLEX OUTLET LIrIlh SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH &4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS A TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ,Qt EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT R9 ELECTRIC METER Milan ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W! ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT VERIFY METER LOCATION WITH BUILDER Y PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER ELECTRICAL PLAN - ELEV-B1 SCALE: Y4"=1'-0" 9 00 C%4 O . C-, > W o� .. o fA CU O •- V) N r N CQ lQ a r N m a) � as O . o 55 .cc L � d U � c E d U O 0 N 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 potions of the drawing pages bearing Engineers signature and seal. 49 aN LQ V () N O C to :9 Q M CD ~ �LLu- LL 13 10 Q. Z 12 o- 2 M '§AcY.lm 0 0 W W83-Y, L� IL LL 04 C.) Z Q J N OU Z W y (D Z z � < drum -J N f13 u, �V 0 c �N v Q o \� LL O o� zo E V ca oqa U O r6 g CL to E Z 4 gz Z N wo O p I o� aWy mO C: c y gLL Z J g- �Z WCL a`r%,i 3 o°LL 2 o <4 (] K ° O c� 12) 7Ln '^ v / tvo' Q 0 L_ I N mo— G Co :3 O T OT J Y Cr r— Itn Co LO al 0 04 Cr) N o � Lo j\ N T 0) L/ L / r of.9 � o 00 Z E E T w c a U _j ¢ p JOB NO: 22-08311 SCALE : AS NOTED SHEET NO. 4 ROOF PLAN — ELEV—B1 SCALE: Y4"=V-0" 4-4 N G O d r -' O C (o CYO C-Q 4;N te N top fO v• u a) co y, o- c E f0 O q w 01111111 lilt /V dG F 1 ••. 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. N Q E $ 8 N p N Yi (» Q C M V' 1 LWW� Z cq LL LL . a (aa °� a t M 6N tD O W Z ,^ N OU N W U ❑❑ Z N in Z Z 0- o�p d. � M Z • VO N � z:) U � c Q O 0 W J 6 21 ° 6 ag LL �R Z 0 E F�= � R o °o1 °a oa � o °o O e W0 iv rvry C�3 cY ° r� z b Z W ° W� J aZ Nw WN0. 3 O O 2 L o L / i� ~ G CO O i. O Y ) QI O N o Ul)LID N T T r T E nJ ;� O Z Z m E T y o a� a U JOB NO: 22-08311 SCALE : AS NOTED SHEET NO. 5 c d T-5a" TYP @ 1 STORY A U.N.O. S3 BUI IFY METER 4TION WITH 5' 7'-1 4'-1 ELECTRICAL PANEL 2'-6" x 2'-6" x 1'-0" I W/ (3) #5'S E.W. I 23'_4j" 2,_14„ I 1 I - - - - r I I II #5 ■ :• VERTICAL I 0' -0Z 1 I ; I OPT. D II PPT.g BARS TYP @ 1 STORY I Imo; ~ T ^ -It -nT - 31/2„ � SLR I ill U.N.O.ZD F S3 I c 00 — — �• — — _{_.— — — — — ■ I INDICATES FILLED CELL w/ 3000 PSI- CONC. GROUT FROM FT. TO BEAM CHASE 70 I I ISLAND . • , , I I BUILDER TO PROVIDE APPLIANCE PROTECTION J CO W/ 1 #5 REBAR VERT ABOVE SLAB TYP @ALL PLACES SHOWN I I I I KITCHEN ISLAND K S3 WHEN REQUIRED PER FBC I S3 �-�,, I I LOW WALLS I HOOKED FTG. DOWELS 5" EMBED �C - - I ' EDGE OF SLAB 2" I W/ 25" EXT. ABOVE SLAB "GRADE 40 I I I I ; : BEYOND WALL I 4'-0" STEEL 25'-6' I 1 1 20'-6' I I I fir- ��I� ' I I I o I� I1 l II ' I I Ie I 1 �I 1• 1 I L_ JI 2'-6" r ih STEPS AS REQUIRED 1� 1 M2 7'-42 7'-12 (2) #5 VERTICAL - 3 1 i, II BARS PER FIELD CONDITIONdis I I r �Ilx I PROVIDE 1 Y2' RECESS I III �� Ili rc;i° I K CC I CC c 2'-6"x2'-6"x1' '' 0" FOR SGD. REFER TO III LL -J�I�_ `V W H. \ S3 I S3 I W/ (3) #5'S E S3 M MASON'S SLOPE FOR I j I I III :: WIDTH II D.W. �Cj' I' i N �1_�� I S3 I III . ■ L- III - - - - - _ - - - - - — ...... 4 iv S3 I 16'-11$" 8.64,. 7 c -3 1 /2" I 2'-6"x2-6"xl'-0" SLOPE I 7'-ig" 4'-8" I 3-1/2" MIN 3000 PSI CONC. SLAB FO W/ (3) #5'S E.W. PROVIDE x 9 I N L ' io '- — — I HERNANDO COUNTY ONLY T RECESS FOR FRT. DOOR O S3 ■ : I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 TOP OF CONC./ PAVER TO BE 4" MIL VISQUEEN VAPOR BARRIER BELOW FIN. FLR. TrL 1 3'-8" 2'-0" 1 2' " Pr - I G I ■ : — — — -� 0'-0" ::. r1le 7 bo. S3 in 17'-5Z, .... B 36'-68" .........: :� : TYP @ 1 2'-6"x2-6"x1'-0" 1 I STORY U.N.O. o W/ (3) #5'S E.W. CJ — CJ I / i AH N � �-I- �■ I 10'-108" r f; I HVAC CHASE III BASED ON LOCATION �'� `°° :.'.' . '. '. '. '.: -�;T -- - TII.: I( o `�II I io r II,. ■ I 17'-2j" 2.9. 2,_8,. 2'-11g"II111 II 11. • � Jj I ^ -------,-II N - ih I � � / � i_. _� �. • �. • . / I I I I a� in I H.B+ -8" 2' 6'-0" 3'-29" 1 2' -0" TYP @ 1 STORY U.N.O. FOUNDATION PLAN MONO - ELEV-B1 SCALE: %4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN r1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN —� -` u a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" s ; N S:� ;f I; �l rl is is 45 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. *Alternate: The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" a N N � c o C%4 w °m 0 x u. o- u7 G V ji d � F u �+ F E m o 0 my ..,*: •'J l O� C b /'r� i 11111t �tt1t`` 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. Q 8 S g 0 0M S3 r# Q M v � "- _ 0 13 CLL� W a �a c - a Y W 8�°'°'ox i m Z L = d J 5? c zor_ N OU U to W 13 0 " z z z C CD J — U) N M v) ch a 'LU fn LL 0 W �N U �Q old o J o1 z o E h o � �< s -0 OM Z E ao a� Z��V$z �i C No >Z C� Jtl W wLL az J $ d J Z Wig H � 0 > Lo LO a `n W Fes— 04 G O T O J r �^ Y M W 4 J m L0 al O 04 N o LdQ/Y 04 LO TO \ E 04 Z z E r E 0 c 0- a o JOB NO: 22-08311 SCALE : AS NOTED SHEET NO. 6 SEE 3/S5 FOR STANDARD GABLE END FRAMING 2X TOP PLATE TO - GABLE END W/ 16d NAILS @ 6" O.C. 2X4 STUDS @ 24" O.C.- W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING GE15 FALSE BEAM SCALE: 3/4" = 1'-0" rn x m 0 0 B O m (n N O J L0 C cn C, a CD E c� 0 a LZ 0 n a CD N STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @3"O.C.@ EDGE &6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM GABLE END ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) 1-1 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 t GABLE -38.22 -38.22 -60.99 -60.99 60.99 1 -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 (2716) or 1%2" EXP. 1 (3V16) TILE: 1Y32" EXP. 1 (3V16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" 5x� 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1 32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 3M ER a=4ft GABLE ROOF > 20 TO 45 DEG. (4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE I USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS SYP SPF A META12 1420 9 - 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" C H2.5A 565 535 10 - 8d D H3 400 320 8 - 8d E META20 1450 7 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" G H 10A 1040 1015 18 -10d x 1 1/2" H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOF BOLTS J HTT5 4350 3740 5/8" ANCH. / 26 10dxl-1/2" K HD3B " 3130 3050 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" P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" Q HUS28 1760/4095 "" 1720/3125 ** 30 -16d x 3 1/2" R MTS12 990 860 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 V 2 LGT2 4060-M 3770-F 3500-M 3240-F 'N SINKERS (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME CONNECTOR SYP SPF FASTENERS HTA20 1870 1585 10 -10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" RT7A 585 515 10 - 8d x 1 1/2" RT3 345 305 8 - 8d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d RFUS 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS HTT5 5795 5/8" ANCH. / 26 10d x1-1/2 TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS JUS26 1000/1080** - 8 - 10d HUS26 2035/3400 - (20)16d x 3-1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" MTW12 1195 1005 14-10d x 1-1/2" MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKER & (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 1 112" SP1 555 1 535 10 -10d SPT22 735 8 - 10d SP2 1010 1 605 12 -10d SPT24 1090 12 -10d HCP2 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY "** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (8) 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 (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OF 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 FRAMING PLAN - ELEV-B1 SCALE: Y4"=1'-0" coo itw oca 0 � d � Cz W _ r � o �� o !O U N - b m x N N © .- .y b N L aa, •� E � c CU .P t c�- � N d w Q ry J -o go W YID •••• •*- 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 a A v N 6 C ari N V 13,^ Z W �LLLL 0 u, m C D ( 2 _ 0G m w ILWA�pjOf Z ZN 0 Nz d r OU W [E]� z z Z n Q d � r V) Z W N •F — 2 Ow c $ I cli w z E g os Zo Ea ~ C o � z M 3 Wz &Uj �- Jj �� ra 8 = m� & J 3 g� gZ W � at 3:�� _at _�� °O = >Lo LO Ln M 0 .-.. Q � H N Co CD j r O J r U) m N m V) ¢I 0Cj N CD O Lo I- "- U) tf) r r t Z' N o Z C E rcc a U � JOB NO: 22-08311 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5, All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180, 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels Installed In exterior concrete masonry walls shall have a coating of stucco applied In accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 •O Safe vertical load Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T FORM k GROUT SOLID U O /5 BAR CONT. 8F12-1 B/1T 0 Y' LINTEL DETAIL SCALE = N.T.S. Kamm TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY i C7 W UJ 8 16- B/ 1 TN o Lb Z tNOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL- ° HEIGHT MATERIALS cT-fr pre�iintels = 3500 psi. 2. f c prestressed lintels - 6000 psi. 3. grouted per ASTM C476 fg - 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. -#SREBAR MIN. CI (1) REO'D CLEAR M.U. ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP GROUT MIN. (1) REQ'D 1-1/2" CLEAR --�{ y to a ¢ C.M.U. 5 REBAR AT rn w m Z BOTTOM OF LINTEL CAVITY O N OTTOM tr Ci O i REINFORCING PROVIDED IN LINTEL ¢G¢ to ¢ a 0 Zi LL O • NDICABARTED OTTC L OTH (VARIES) c~a Ir AS LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL 8t THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION UF 4,-0 LL E 5'-10" LL LINTEL PLAN - ELEV-B1 SCALE: Y4'=1'-0" �a cl c- CD c 0 C.� o J O C^l l0 C� N _C%mrc CL. N <p O H m o we .+ N as E c Gar 3 w A d m m � c � � o R0N �Lo• '�' ca,�P'C , F LQ OF, ESS10N Its t" To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering potions of the drawing pages bearing Engineers signature and seal. W M 8 Lo 0N� Q= Mo� u �aX3r ZC 103 LLg u- 0. MC a O IWT. Z MNN o O0 W U3 00 CD � z N z � J - N Z Ur ([f 'U cn w �L OLa' w C) • Q &3 o _ sp Z CD E cli �(a $3 t tug W� �J c � g�~ Z� ttx� J �b i W�3: O °126 = Lo LO LO FF-- N_ : O cr r m Co LO ¢I N CD 0) O r N L0 Li E M N v; o z m E T o c a U Q p JOB NO: 22-08311 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW T A I T STEEL. IT I THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TYPE PRESSURE TREATED WOODS USE CHEMICALS THAT RE CORROSIVE O S EEL S C 0 OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS, 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 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 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. STRUCTURAL NOTES 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3, SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS BRACING AND CONNECTIONS TO C G REQUIREMENTS, 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 U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS, 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A6151 A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4. 2, CONCRETE: 4.2.1. 2" 1 Y2" X„ MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND T' AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" 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 7116" STRUCTURAL 1, U.N.O. 4.4. 3. ALL PLYWOOD USED FOR INTERIORAPPLICATIONSH AS SUB FLOORING AND LO SUCH 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 118" 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 THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.Q. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 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-insection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irriggation/sprinkler systems includingg all risers and spray heads shall nOt be installed wl hin 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspecti,n 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. F R R 1 .1.2 - Soil disturbed after the initial treatment shall be retreated 6. BG 3 8 dl rbed a e a 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 dilutipn. If rainfaall occurs before vapor retarder placement, retreatment is requiretl. 9. FBC-R R318.1.5 - C ncrete overpo r and mortar along the foundation perimeter must be removed be ore exterior soil 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 chemipal 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 buildingg department by a licensed pest control company before a certificate of occupancy willbe issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within T-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1)/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1)/8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N N � o a� v � W C2 as o V N C C9 .. _tea N a, C7 J 4 N � ar y E s d C, d =E U w I "o��0�EtfIV \0 : 4 C � Y r Y O "•' L G� �. �`��uif(i�ll�lttoo To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldential 7th Editlon. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W' = 0 N a y�4 =_ LL 0t W LL LL Lu _ ��rn o S sod 0 LL=0Mzd� = OU W ❑❑ Z 5N� Z S6 z J CA- Tra U' o 1 l LL T 'u C/) W v �0 - W g N c 4 • r` W z � so OLL sF3 aR Z® s Sa 0 Z FN o E 04 o a3 go �s zLL Z 2 02 ab W U 3 t r Milli C c 0 �LO LO rn dLO (� O r O m co LO � N � I .0 No N O C� [T LO E N y Z c E IT- LD ai d U Q p JOB NO: 22-08311 SCALE : AS NOTED SHEET NO. SN •1 m L0 N O m L0 N 0 3 C9 91 N g E 0 t� 2 i J t� 0 Q 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 FILL CELL STD. 900 HOOK BOND BEAM I SIMPSON MGT w/(22)10d w - - NAILS TYP. GIRDER TRUSS STD. 900 CONT. #5 BCONT. #5AR HOOK [-"1F:.:_- --_ ..__ - F� BAR r 2X TOP PLATE #5 CONT. -- _ - _-- -- FROM FOUNDATION TO BOND BEAM 5l8'9 THRU BOLT BOND BEAM STEP 2 x B.u.c SCALE: N.T.S. SIMPSON MGT w/(22)10d ° 2nd FLOOR NAILS TYP. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO i CONT. BASE PLATE BEARING COLUMN i, ! y TYPICAL SIMPSON MGT TO SIMPSON META12 / META12 TSS SEE PLAN FOR REQ'D =%PLYWOOD FLOOR SEE PLAN MN AND SHEATHING PER PLAN BUILT-UP COLUMN DETAIL INSTALLATION @ MID SPAN COLCONNECTION TJI TO BE CUT TO ALLOW - --- �' FOR BLOCKING/TJI NOTE: UPLIFT VALUE "'• IS BASED ON 1 S.P.F. `: -.,.y MASONRY WALL OR 1010, INTERIOR BRG. WALL TJI PER PLAN �\ 1 OTHERWISE SOLID = j BLOCKING TO MATCH ` 4 Solid block all posts from # OF 2nd FLOOR LOCATION OF above to bearing below. STUDS SECOND H10A SECTION @INT. BRG. WALL .I :,; SIMPSON H10A •• (WHEN .'�''� w/ (18)10d x 1 1/2" REQUIRED) DOUBLE JOIST CONSTRUCTION N.T.S. ` � ` � — (Not required if both loaded equally from above) r ' ` NAILS Filler blocking i 1/8" min. )Small gap 2" min. UPLIFT =1015# r i 2" max. 4" max. Web Stiffener Fastener Schedule ,/8 gap ! Joist -- Bearing Location TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A ' V V I Series Dep h d Intermediate INSTALLATION �� ®- 1 INSTALLATION " 91/2' 2-8d 2 8a �} BCI 5000s 11-7/8"' 2-8d 1 3-8d 14" 2-8d—�-�d Clinch nails when BCI 6000s® 11-7/8"r 2-8d I 3-8d 4" MIN. EMBEDMENT possible !BCI 6500s® j6'_ 2-8d 6-8d r, SEE SCHEDULE FOR Po 14' 2-8d 5-8d ) Support 9 g g p 9 — BCI 60s 1114'$ _2-8d 5 8d o SIZE AND QUANTITY 1 Su rt back of web during nailing to prevent damage to web -flange connection. ® o o OF FASTENERS 2) Block solid between joists for full length of span. Tight fit 16" 2-8d 6-8d o 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 1-7/$ 3-16d 3-16d o c 2x4/Plywood/OSB web stiffener 2" min. � 14 5-16d 5-16d o 4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated or 4" max. BCI 90s1" -16d -16d 16GAx1-1/2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. - CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVINGY8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER O.C. VERT INTO STUDS top flange of joist. (NOTED THUS:-) DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" "DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH" "`ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G 0 0 0 5'-0" C STUB -OUT FOR Ile 0 o icy GAS METER ,d O O N — x — • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3)16d TOENAILS 2" X 12" @ 16" O.C. 19'4" 1 SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 151-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nee wood panels Two 3/4" wood panels or 2 x pa — 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 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 11/16 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) J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. °1- Provide adequate bearing for each lapped joist, Od nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges CID CID Nim t 6A %" ROUND HOLE MAY 6�� 6-1 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN %2" 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 %" BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 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. 1Yz" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S Joist hanger TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) �I I I —III —III —I 1(— Nail with 10-1 Od nails. �.... Install tight to top flange. :. SLEEVE THRU STEM SEE PLAN FOR •• a • , FOUNDATION INFO STEM FOUNDATION Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap— '',, -�� Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth I I -JOISTS BUCKETS N.T.S. GRADF REINF, SEE PLAN tv%, t,nmoC 4 rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION aa �Z\ a .0 � a _�_/ SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d a a a - — ll ° as G a a _ Tr7 _ a a. d a s jjj �rfi _ 1- —�JIII II a _ SEE FND. PLN. SIZE & REINF. �a 00 �� LL �- L G N C3 C.> c rouN N r0 C7 � ev .� u`Ai y c, m 2 .Ila=s CD IS 3 w co C E �o 0 witV �r'�'`fr,4kOFESStO� ��1 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. Q CO, N N rn ,Fj Lo 0 .5 .9 to Cl)yyM�� K LL Q C J LL (p ry tL a Z� a Y f0 0 E N lox WZ rILO Uv W ❑ ❑ CD co z z z �- V I �to z (1) CD Cz LLJ W t./1 o-_ �N Ali ski LIJ ca REV oc o w Z J h a s LJ o go a E O ♦— _ o E o R� oa go §o '0 °�1 Z N � 0 pr 00 o Z03`gFF - C J t< e Of �� z V NW W LL o wz ui� I �5 $° 85 L O > LO LO, ^ LO rn CM Q � H N Co O J T O Y T C Y r M 00 LO �I a•-+ C,4 � No O Lo N r /� L � � J r N Z M z E t y c m a U _J Q p JOB NO: 22-08311 SCALE : AS NOTED SHEET NO. SN 1 A T rA 7\l 7/l _1vi 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS .) (OR /8„ GYP. TYPE „ X„ @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM GARA ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. FOR UNDERLAYMENT " 10'-0" (R302.11) @16 O.C. W/ (2) 16d TOENAILS T & B - - - - -- - -_ -- - _ _ SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2" 0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @GARAGE SIDE IF _- INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" PRE ENGINEERED WOOD z APPLICABLE. __.. ---- 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD O.C. OR 5/8"x10' WEDGE ANCHOR �p 24" O.C.) NSULATION PER CHART ON FLOOR PLAN TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR EACH ROOF FLASHING AND ROOF FLASHING °� @ 6" MAX FROM END OF 2 x PLATE _ --- ---- " " " --- -- = „ „„ „ IMPSON SP1 w/ (10)10d NAILS 5/8' x 10 J BOLT @ 24 O.C. W/ IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS TRUSS (SEE UPLIFT SCHED.) W/ COMPONENTS TO BE IN ACCORDANCE (2) #5 CONT. ON 3" `" 6 x 6 W1.4 x W1.4 r .- 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS w/ R903T, FLORIDA BUILDING CODE CHAIRS (TYP.) WWF OR FIBERMESH `' _ .._ "' ELEV. V-0" (ALT: 1/2"x12" TITEN HD 24" 2x P.T. BOTTOM PLATE @ REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER ! A.F.F. O.C. OR 5/$"x10' WEDGE ANCHOR 2" x 6 W1.4 x INCLUDE THE WALL1.4 6 x 6 1. 6 x 6 W1.4 x SHINGLE ROOF, SHINGLES TO e @ 24" O.C.) WW ER FOR FIBERMESH E ATTACHMENTS 2/ FIBERMESH ER BE IN ACCORDANCE w/ ASTM - °' p .. �. L I ��' 4 — '' _ e z ELEV. -0 31/2 31/2"MIN. 31/2"MIN. D7158-CLASS G or H, or ASTM D3161-CLASS F, IN u • — . ° I O 2x4 COCONT. O ° 12 ACCORDANCE TABLE _.F.F. _ I — I I — I o ° 1/2"(min.)- 4" y — 1/2"(min.)- 4" w/ . R905.2.6.1,FLORIDA BUILDING ZT!) VARIES CODE 7TH EDITION (2020) — I I — — I r — L, l I I I I I i I I' `� GARAGE DEPTH VARIES co ' ° —� 31/2" min. - 4" ° • ( 00 ' ° 31/2" min. - 4" ' i ( ) RESIDENTIAL 8„ _[ - - zi �119 ROOF SHEATHING - SEE INSULA ION LE ] - ON TYPICAL INTERIOR BEARING (2) #5 CONT. , m 4 1-4 81, (2) #5 CONT. 4" '-4' 8 FRAMING SHEET SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP rB N. TYPICAL BEARING WALL STEP MI SHEARWALL C U.N.O. TYPICAL BEARING WALL @ STEP KCC ;` ELEV. VARIES — SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0° S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" �S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE t\N�°�s BOARD PER CODE (OR 5/8" ALUMINUM FASCIA c°N c�a�`� GYP. TYPE "X" @ GARAGE \12'N.O. s� W/A HABITABLE ROOM 2x SUB FASCIA „ 1/2 OR 7/16 OSB MIN. PLYWOOD SHEATHING Qcs ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C MSN�p 5 CEILING & 8" O.C. WALLS 2x STUD 1� 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ c°N 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 10'-0" (R302.11) SEE SECTION C/S3 FOR PLAN �t #5 VERT. IN FILLED CELL INTERVALS INTERVALS NOT EXCEEDING VALE N 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR w G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS STD. 90-HOOK (SEE DETAIL) TYPE 'S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA, EXPANSION BOLT @24 " 2x P.T. PLATE WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD O.C. I EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) *SIMPSON SP1 (6) Vill 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR , = ARCHITECTURAL w/ 10 10d NAILS ( ) �„ 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N C = END OF 2" x PLATE WWF OR FIBERMESH cn E v FINISH 1x2 PT WD FURRING @ 24" O.C. Np, ASSUMED FINISHED ^ PER MFR INSTRUCTIONS o #3 OR #4 REINFORCING BAR v , e e t ' GRADE `, d �_ " ° z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL Z MONO OR STEMWALL ° _ p FINISH GRADE °O en p. — — — [GRADE 60 MIN. Fy= 60ksi] a 25 MIN. LAP 30" MIN. LAP [ ] g to 4 D — T CELLS (SEE FOUNDATION PLAN FOOTING MONO SHOWN O0 FOR CLARITY a _ 6 MIL VAPOR BARRIER p o ° — OD e R 1 7/8" ° — FOR LOCATIONS) - I l-- - - { ! z — IlI �I N Z o III III #5 REINFORCING BAR _ — 1x4 P.T. BASE NAILER 4 x4 INSPECTION _ ,- • = T #5 LAP SPLICE rrr (ON 31/4 BASEBOARD PORT AT EACH NOTE: _ _, N *FOR BEARING WALL -_ - -_ n e — COMP. SOIL. (COMPACTED TO - Lu. 36" MIN. LAP [36" MIN. LAP] 35' CHAIRS RS (TYP.) 8" 1 -4" 8" FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB - i _, i ___i � _ - W/ UPLIFT ONLY I i I 95% MODIFIED PROCTOR ASTM — — _— _T�" co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR - ,, i - - i' - D1557) rrr TTr rrT 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. CURB DUE TO SLOPE - #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT G DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 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" S3 SLAB INFORMATION. SLAB INFORMATION. 04 Z °> go I 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIE 6 x 6 W1.4 x W1.4 ° o0 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 () SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR ° ? min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER 1 D N ° = ' -a GRADE AT 24" O.C. MAX. " SEE PLAN FOR • . CONNECTION INFO Cv ° _ • _ COMP. SOIL. ° r- = a °O _ — * r r I TOP OF BEAM &LAYOUT DESIGN �"�' ( COMPACTED TO 95% — MODIFIED PROCTOR — _ — _ (1) #5 REBAR w/ OPT. T F�NCLOSURE SEE ROOF PLAN FOR STRUCTURAL _ ^ — — — a ° e � = I[III ° "' ASTM D1557 I E — ,,, L, (2) HTS20 BEAM SIZE & N 3" MIN. CLR. � d I� (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. „ STD. 90 HOOK (SEE 4 1-8 (2 STORY) DETAIL U.N.O. )PLATEI 4'r T MIN. CONNECTION INFO a 2x4 P.T. 2x4 #2 SYP P.T. FRAMING w/ - T SEE A/S3/J/S6 ' MIN 7/16" O.S.B. SHEATHING 8" TYPICAL WALL SECTION rTl`� TYPICAL THICKENED SLAB EDGE rL O.S.B. zo ATTACHED PER NAILING FOR REINF. INFO. � OPTION #1 SCALE: 3/4" = V-0" S3 SCALE: 3/4"=1'-0" S3 • W SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION Q � > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. g w COLUMN SIZE AND BASE „ 1/2" FROM SLAB o � CONNECTION INFO. SLAB STEP & RECESS S.G.D. M 01_011 0 CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND BLOCK WALL BEYOND DOOR TO RECEIVE PAVERS /DRIVEWAY BLOCK WALL BEYOND EXPANSION JOINT ^ • . • • . ' : ' ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O. •' ° ° 31/2 SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR " „ COLUMN TO PORCH SILL AT 8' O.C. TAPCONS MASONRY WALL AND CONCRETE SLAB 14' O.H.D. RECESS 13" O.H.D. RECESS E ..' : •' GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS � z T CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS 8" MASONRY WALL EXTEND FILL CELLS M = EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O,C. z TO FOUNDATION PAD d " `= • " : •` ' " STAGGERED, FROM BOTTOM INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. - • '� ; ' A.�. * ' — PLATE TO CONCRETE ON FLOOR PLAN w_ SIZE VARIES PER PLAN r� • _ ,. • ; I _ — I I = • ' •. _� (MIN. SHEAR 180# MIN. CONT. BEAD SEALANTLU j w/ MIN. (2) #5 VERTICALS ;� ? GRAD .�: :.... 4" _ — ,.. II - - TENSION = CONCRETE SLAB > _j FILLED OREINF w . II .� 4 r = 6 x 6 W1.4 x W1.4 N `" w SIZE ANDREINFORCEMENT) • +: -, T I '.. • •,' :'' = c WWF OR FIBERMESH ; a w p U Uj 1 "v — 0 BRICK PAVERS or SLAB PER S o _ • •° • • z • 0'4' FIN. FLR. COMMUNITY SPECS L` w SEE A/S3 OR J/S6 -I SEE Al OR J/S6 I I I I M 6 MIL VAPOR — — FOOTING v FOR REINF. INFO. 3 MIN. CLEARANCE „ FOR REINF. INFO, 3 MIN. CLEARANCE BARRIER I BEYOND 1' " (1 STOR ) / 1'-8" (1 STORY wit DEPRESSED SLAB OPT.) 1'-4" (1 STORY) :.;. PAD REINFORCEMENT - 3" MIN. CLEARANCE (SEE SCHEDULE) �� 1 (2 STOR) � 1-8 (2 ST RY) 4" 4" SEE F UNDATION � � :. CONC. PAD INFO. I WIDTH FOOTING W H ,�. SEE SCHEDULE GARAGE DOOR SLAB RECESS �.� GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE:&4" V-W SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. c 0 0o CV Cu, o "� C.. O � L" N r0 O .� V) — N L y C N Q d N Y j, Cl 6i i C >�s Cu d c o a. " E c C, O- U O v 010 Q I'J 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 - Resldentlal 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. t» H o V dC M OQ K LL Z LL LL a n S W��rn W Z LL IL CO OD 0 Z d J = IN O U U W 130 z z J a N z 0 0 41 4-.+ C_ LL Z 0 LL, � V) C ilk U �Q CD M o E s �a zQ E OV C a0 O wL U ZFT gra N < 0 wo z ¢z � N 8z yx ZN= co Je g 4 i= 58 W � �Z O VO" 0 °zl°d a 0 3 VO > U') LOa, LO � Q N N G CU O � T O Y r Cr T m m L0 ¢I O N N O LLO r r M N y o Z U S a a p JOB NO: 22-08311 SCALE : AS NOTED SHEET NO. S3 (MONO) m LO C9 N I m Ln 2 9 N O 0 J 1 LO 1� (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3"DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA ) DOUBLE 2x TOP PLATE —� .� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY „ 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 WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIE5 O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. ' SINGLE 2x CONT, TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C AMAXW/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1 ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8° 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK Wl (1) #5 FOR CONCRETE PLACEMENT 7 a • • ■ �II� ■■ICI li,■N ■ ■lii III 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. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4"FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J T Uj T Q FORM CREATES CONCRETE RECESS TO 2x4 (NO M.) 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 SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR-------, GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 4 e a • POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. Tily� N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x -- CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND 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 vvvi • ...r.v.. W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) 3 (2) 1 (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"xl0" OR GREATER HEADER 1 \--(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER B • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� �R SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� 3E SIMPSON SIMPSON 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (NP) SEE EL[=V. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS ' 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 ) w O/C FIELDco 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS A SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR SEE INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED • � MAN, �10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ 4b16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS •7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP2 --t NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS S �PSON SP4 LINTEL ii NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING --10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2X8 P.T. BOTTOM P TE p 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 C " SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. i&NUT 'OXIED A.T.R. 2&NUT DXIED A.T.R. t&NUT Le ROOF TRUSS ABOVE % 2X BLOCKING O -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. 0 - N N -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" o (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY--5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06,24.22 SCALE: N.T.S. S4 _J :v ao cat n O CL r o t, 2 ch c_ m X = u- o- �mQL „N "0.Qn Co N y � Co Q N Y aj •� E t c cv J '3 ca 3 N 1' � J d o o 0- J 0 ��`" \� �t��teRO��°ri�j�����i 2r F L. Q ;. .• o RrJ+ �` FSS1aNA 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. E $ 8 S 0 � / � y � ! Zg # LL C J Z LL 9 u_ S a 52 Z �o q a I ;24. iO '1 � d F- N Z N V OU 0 = ch W ❑❑ � z z N^' z W LL -J Cn OLU 4 Ln N 8 _ U 0 Q , s�o o M U_ CE EC o .6 F oLL Z�{�y QL ZY U a oa Wg� z o E O N 18 az w o �o�a 3 az �� ra E zC� b 8 � W $I° OC aIn i L,C) LOLO m a M CO O T O r Q (n 0 N m LO ¢I 04 0 N N O LO T L0 Q ai CN z C 0- T d c ci � ¢ o JOB NO : 22-08311 SCALE : AS NOTED SHEET NO. S4 iE 52 J 00 G LO 9 N I Ci SIMPSON HGAM1( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 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 1 O/S5 MAX 9n BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45°± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)i0d 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)1 Od & FROM LEDGER TO SILL 1l2"CDX PLYWOOD OR (2)1Od TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING ENDDIV GYPSUM WALLBOARD ATTACHED W/ 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" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od / 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EACH JOINT w/ (3)1Od & (2)1Od EA. END (NOT REQ'D WHEN 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" O/C FOR THE (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF ' NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD BOTTOM ATTACHED \ (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" 4" O/C SPACED WEEP SCREED " THE FIRST (4) ROWS OF TRUSSES , „ @ 1/2 8 "J' BOLT @ 48 0 C 2x4 'T ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. x WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO " MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. �S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR .- X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES ao 1 1 00 1l 2"x4" CROSS BRACE (2)16d NAILS APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF U EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & TOE TRUSS SPANS ATTACHED W/ 2 -16d @ EA 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 WIRE NAILS OF SO ERED 30d COMMON NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" ( j OR EQUAON 20 OR EQUAL/IRE (D = 0.207 , L = 41/2') OR EQUAL FIRST (4) ROWS OF ' O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S'CJ IINIMUM 2x :ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT ?"Yd" MIN SFF M/85 CROSS BRACING DETAIL SCALE: N.T.S. 12" ISH SCHEDULE tTTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 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 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/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4'7" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" E O.C. TYPICAL GABLE TRUSS WB 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" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) SECTION 3 SECTION 4 16d PER SIDE SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. REV. 06.08.22 S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EPqES AND 12" O.C. FIELD {� JACK TRUSS >r SEE PLAN FOR w_CONNECTION 2x4 "T" ON TOP OF PANEL) BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 1Odx3" @ 4" O/C (2)12d TOENAILS SECTION g _ SCALE: N.T.S. S'CJ `MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) w BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4"O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —CONY, BEARING 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. 9 p CORNERJACK C7 Y a_ a LU w z W 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 1 klq q El L Ilk ON Ia: 2 r NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED 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 L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION x+ C%4 o . c� o 2 o C .a m A V N — sc G u- 4. N pb O a a `•'' ac N N 6i r= ✓ •� pia " •3 cv u c� 5- a ,! o N nP(0 cc day o� . ••..,•• F L G • ., ,..• �FESSIO� VA 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. F d 00 �' Lo0S 'In �32 R ti N v LL Q '� U.U_ d Z f0 C °; a 52 DC 'Nr_D 0 2 W�pjO' m W d J Z C"M IL N O U U 0 W ❑ z C7 Z z i 13 z cr> 0 g c �N ZD � U U 0 o M W "� EoLL ?o o 'd w� o zO 'T � CN a O a a3 L 40 mi ro c �8 o i� z n W W p w 4 F 0 U0 � ax ° o .La O > 6 I✓ L.L LO LO M c� .--. < CO j O p Ise Cr r m m •�j L() T ¢I N 0) No 0 U L / T L0 T r e— Qi cc IN z° C E T— y o cc � c c a U Q JOB NO: 22-08311 SCALE : AS NOTED SHEET NO. S5 J zz ;c m LO C9 N O m LO N s c .' N ca a v `c 0 t33 o r 0 e a b J v L- 0 c N N a 0 N DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. ; , 1x4 P.T. APPROVAL FOR CONN. (`` 1 x4 (-` 1, X 4 L URRING 3-1/4" LONG X 3/16"0 FURRING 3/16"� X 3" LONG TAPCONS LT FURRING 2 ROWS 3/16" x 3-1/2" ( ) TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH ff � -1 �2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL 1 x4 P.T. & 1 x8 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. YWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" '� x 3-1/2" TAPCON @ 16° O.C. & 4" FROM EACH 01x4k1/2"D1 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x n— ME!-r A I I 7 •1 /A 11 M=r A I I STAGGERED @ 12" O.C. 1-1 /d" 17) =TA 11 BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING — BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. 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'-0" SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED `— 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B /4" MAX EMBEDMENT INTO ) 2-0' 8 BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REBr (TYR) STD. 90' HOOK (1 r- JL ±5^ NOTCH WEB AT FIRST 2 COURSI :AVAL;l I T = 25Ub # t-UK 1 61 KAV =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 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 2X6 T NAILS / 2X6 TO 2X4 NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE Wl * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET, AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4Yz° 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 #5 CONT, TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6 -0e ► ► — — TT��(_ I7 1TI� GRADE >. n T7T • N p th _ z \ r 0>. \ d ' ' (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS tR rlz�:7/1 THE :S ' FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW ' #5 REBAR (TYP,) 90° HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE ALUM FASCIA PER PLAN ( I 1-3/4" TRIM PAINTED F CHANNEL, SS NAIL w/ 5/16" HEAD FASTENED PER DIA. @ 24" O.C. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE SF01 STRUCTURAL SOFFIT 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.* ?x + � + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. tFNc,TH (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING + �? BLOCKING AS + REQUIRED TO + + + SUPPORT SOFFIT SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS SEE SHEET D2 AND SIMPSON HTT4 w/ (18)10d x 1 FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT it 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE:, - z 0 2 tL 0 W U @ FIRST COURSE 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED --2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL - SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K,O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1St 4 COURSES SOLID W/GROUT i is y FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' OVERHANGL RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REGD. 1'-0" 5'-0" • ►.. #5 BAR y . ►' 1.0" A p +' p `.: CENTERED W/ g Is . .' +► IN TOP 4 ► # KNOCKOUT/ ZN ;; • CHAIR BLOCK MONO FOOTING ___ .► ,. SIZE AND REINF. PER PLAN •. AND SECTION DETAILS CLEAN FILL .► • • • DIRT ? Z •,• ' STANDARD #5 BAR IN ! 9� HOOK iv FILLED CELL, - -. Ls STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = 1'-0" IOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC :ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 34'4" MIN, HOLE SET BAR IN EPDXY (2) #5x6' IN CONC. FILLED CELL SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. N iz od4-01— C7 G Mdcc o N A2eo e> rr E�N.. E NCVQ LO To thebestofthe Engineer's knowledge, information and belief, the sWctural plans and specifications contained within these drawings comply with the 2020 Florida Building CodeResidential 7th Edition. Engineers signature and seal is only for the sWctural engineering portions of the drawing pages bearing Engineer's signature and seal. V Lo di fnNO�4 y13"�W52 ZW`°r-- ��O'mZ`�'ZaNZ W IL O�❑❑ V Ln a)�U0 1N1^Mc�0Q w o13 0fl- i21 Eor0ZCNo 82 0 ZC3 8WTI NU SE 0 NO �Lo LOa `n 0 NCo 0T0 �N OI.L7Lo L0 TE C N z ZEr Ed c UQpJOB NO : 22-08311 SCALE : AS NOTED SHEET NO. SScVQ.C= m LO 42 B s m LO cn _N O <n ^S 91 L C a 91 FL E 2 9 i a 0 3 c� O n 0 d 0 CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONY. FRAMED RIDGE TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED ( ) w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS -41 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -`--Z-WOOD TRUSS -j A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Ok OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER VUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE:NTS >IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE 1OOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: P5,NDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) SIMPSON HTS20 W/ (24) 10d x 1 1/2" NAILS EACH SIMPSON H046/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: NTS SEE PLAN FOR CANT. COLUMN SIZE & BASE L —7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SCHEDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER I SEE FOUNDATION �! PLAN FOR MORE INFO �5 COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=V-0" 1 MIDDLE BM. SPLICE OVER CENTER OF POST JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL 0 ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSON ZSEE LUS26-2 w/ (8) 16d NAILS TO v FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: NTS 9k VARIES , , ,, ,-, ,-_,--,T��,— 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 1 Old ATTACHED PER ADDITIONAL SEE PLAN FOR 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4'�O O.C. AT INFVALLO. TRUSS NAILS (T BASE NAILS ATTOP EXTERIOR SHEATHING SP2 w/ 12 16" O.C. W/ (4) 12d COMMON TRUSSES. INFO. 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP ATTACHED PER TO TRUSS W/ SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE - (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING SPF TOP INFORMATION. AT BASE SEE J/S6 FOR (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING NAILS TO TRUSS LOW ROOFNVALL BOTTOM CHORD PLATE MORE INFO. GABL� STUD) SCHEDULE TRUSS SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ _ VARIES SEE PLAN 2x4 BASE PLATE W/ NAILS @ 16" O.C. ALONG W/ ROOF SLOPE FOR WALL LOCATION SIMPSON LSTA30 w/ 1/2" PLYWOOD SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO WOOD WALL EACH COMMON 1 -r r 1 L @ 1 TO BLOCKING X BELOW 16 O.C. SIMPSON MTS12 w/ - l �j TRUSS/ FRAMING - OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ ?7� x (14) 10d x 1 1/2 NAILS = SEE PLAN 16d COMMONS I� 16" O.C. W/ EXTERIOR TO FLOOR GIRDER TYP TOP &BOTTOM _ NAILS EACH �V`T- SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON (3) 12d TOENAILS TO - -- HETA16 w/ (9) 10d x 1 1/2" NAILS @ PLYWOOD a.. TRUSS OR SEE PLAN FOR PLATE BELOW - - MASONRY WALL FLOORING TOP OF WALL OR BEAM 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER °� W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. �° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) S H EAR T RAN S F E R INFO. SECTION @ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION @ ENTRY r8NCONNECTION r22�� SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS DETAILS &SECTIONS N o N >Lij 4D E 5 o m k © _Mo v> -W N O g ,- c y z. q u rn d d A c G• U I 1 \ \`\\\\ R0 N 2 vPGN 6� :• `6� N _ U JV �O'� O_ 4 F L O OFESS101, \\ 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. SNOW 1 u S oC 0 I R 00 N fM O LL l- LL W � = 13 y a S sa[� Lg YY W Fm 0 C', rpr- Z Co N z° d Z N 0U � V W ❑El z z z � � a d N Q) - � z 33 0. ro w ` 0 w Ln vLn c w c Q pp Y N lA e � M M Z W J E o Z� � )N <s Z® Q �j N F— t0 W° �� '.0 x� oa UO aU z ob, � m t0 �z 0 W ww J 1EX c �13 �z gZ z � J ab ~° �N Z U o 38 ao �- Q 02y .90 Lo � LO LO B ca CL f�- �- N Co j 7- O J Y r Cr Y /�� W m LO 0 CV Qi N N O Lo LO T r � T_ a; N z z Ec ui c a. U Q p J JOB NO: 22-08311 SCALE : AS NOTED SHEET NO. D 1 m LO LO `v rn cV i� 1 m E' Q l2 O J LO 1O 4 E J t� 0 0 0 CL N rl Q HESE DETAILS ARE GENERIC AND EANT TO SHOW GENERAL FLASHING ND WATERPROOFING METHODS TO E USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF ' ' MASONRY WINDOW BUCK , 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT -�_ REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT ^' ^ 'n WEATHER ✓E BARRIER & tARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure i resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as Rinstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SINGLE JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) la SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING \ 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING O 2 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN SLOPE ° G eJ V-4" PER PLAN V-0" PER PLAN PE 4 SHOWER SEAT 4 SELF-ADHER a 4 SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 Cm -. 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR PROOF CAULKING 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 SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied 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 RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW Pp g g pp (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, _'0 RELEASE E FOLDIAPERNG, SCORE 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 EXTEND AMINIMUM B" ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 4 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING <> Jim 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER 1.4 in accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Conti nuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 II Do- aSte W d PLASTER STOP a. C=`J ; W CONTINUOUS BACKER U ROD & SEALANT LU W s � LU � 0 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO NI DRIP ACCE SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -o-°------ DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY - -- SHEATHING,'OSB', PLYWOOD, DENSGLASS FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1 /2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N N p• o ►-- a �.. o M v r CD m >c u a c-� 6i S m ¢,203 •� V •r+. > C O • c Ed 0 2 J O fV t` O 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. a e oo g� fV 0 N U-) a NO w u. LL = Q u- LL d ui g� o r m� W 20 o�m Z ILW = N M z _J OU h �� z z z N z �_ cn w 0LnW g �NLU CD CD U 0 12 W J = Q E E c w= zu oa Z E g -E E g 2� o �0 90 WJ ru B t ao m� r0 � C I� 0 Z _J 0b s g =o W) �o� J p�p� 0 c O In ' `n L0 � � N Co C:) J r O J Y r Cj r m in LN N 0) Q4-1 I N T O ul ^ T E cN Z M Z E T E c a c� _J a o JOB NO : 22-08311 SCALE : AS NOTED SHEET NO. W P Mouthing Brstlduets (10 GaugeV +1 /2' x 41 /Y x 2-1I" 1� &xk Cross support (May be cut to W) sere ArKhot Schedule IAlght Brodtet (i6,Gauge) I rVa-A323 Moll fi14 Self-Drilllnp v Scl-ews 10.51s" ® A/C unit Bottum Edge HUMCane Strap (,Typical 31n ffant) washon Front Cross Support SJPLockinp nuts My be cut to W) Let Bradtet(t6GAuge) 1114Self-Dri11ngScremThruSrat;keua Back Cross 5upoort"a A/C Una Bottom side (Typical: 3 each side for hurricane Usi 011MATIOW Sp redi. MOM&mb res rtulaJ with ea.h Huma.Aer BM.. trl 1 health ;� 11t�'�i A"��"aayma Florida Depi rhneM of Business & Professional Regulation Paee i al Building Codes and Standards Miami Product Approval Application Detail 2*112 grawar gate 2111 Date Pending Jttta Mde version Nowt fig ry contactaoalouLA,Ygamt valWwA YlldltWsubmitted Fec &WAW AporLYl9 atalM Affirmation 21120 $teed Vent Products, Inc, Mon" Graham Hamra F, Noma P,E L.Iav bwrden P.E. 12me17020 121160020 1229/M20 Approved Do-. elm"" 0-11 (877) 441-0388 PE-73710 (334) 300-1600 "Caregary: Products nhoducadasa I.., of IMo®eredwntcare New Tadlnale0y Compliance Method: Eveluaam Report tom a Fladaa Restricted Architect we Umsed Florlds Professional 6raFea Orurny Assurance AOelQyadfr Ub Approved ter alb know 22" alas w odsl MuallLw kit a zmii g am 1, KV li Lb9sdde llOfi Anil am Eadata 1 &nrnV4m Model 01540910 oval Function Flood and Wrdietlon Vent 12A312023 Y- Yea NIA 100A100 2 marrvaM Made1 W540a11 Dust Funetlm Flood and Verdlstion Vent 12012023 Yea Yea NIA •100f 100 3 amdVe t Model M1940S20 installed Flood Vent 1201/20M Yes Yes NM .101i 4 arrdll"tMdel e1640521 nsWte Flom Vnt 121312M Yet Y. NM e100A100 5 B"W-1 Model 01540-524 leaquol; Grape Door Flood Lint 12,312023 Yes Yea III WA 6 9maltVMl Made: #1540 570 Wood Well lnWis%d Fled Vent 12012023 Yet Yee N/A •10DAIDO 1 9.1tvant Model 41540.574 148Aqud: dames Door Flood Vent IM12025 Yes Yea NA NM Florida Department of Business & Professional Regulation Building Codas and Standards Product approval Application Detail Sale EWOLM WIAII n 2020 Drexel Metals. Imc. Joan ahumm Zachary R. Pliast Category: Reding (502)303-1511 PE-74021 Staaesseoitry: Mead Recall; Jsnumetsoamemet.com compliance Mrinod: EvdUs" Report Rom A Fla" Ragliarad Amhabd or a Licensed FlWb Prdatwna roan", timusudubku Lea Product Detailed 1 Drexel Mnbl roomg ayst-S DMC 1aDN8, OMC 15oa8. DMC 1755, DMC 2000, DMc5v Lodi Sowden P. E. (334)30D-1800 Peel all 10412021 am tails DK#peYdina an YagWai Biwa= FHS hams Agana auaL 081I6`2020 OWSM20 OWWO20 1(V1Y1020 Apw.W QuallfirAssurance A"rmhed to Use Accepted for Ub snow DHIM Cleared Gabes Doh InNi outside WAR RWNam ikursn 17/312025 Yen No NIA .0/-lea Florida Department of Business & Professional Regulation Page 2014 Building Codes and Standards 105=22 Product Approval Application Detail vn�Submitted Data agrTag bn Minufectu EA License VaIldNed By Validated FBCAporowi Approved &tutus Rav"lon 2020 Therme•Tru Caporabon Steve Jaaperaon Lyndon F. Schmitt P E. Ryan J. King P.E. owl52021 12/31/2020 04122IM21 05A)SQ021 Approved Category: Exrorior Doors (800) 843.7026 PE-43400 (813) 767-MM autiCat"arty Swinging Exterior Door Assembles slasparwn®ahermetru- Compliance Method: Evelwaon Re,lortfrom a m Florida Registered Architect or a Uwnsed Fdrdle Professional Engineer Retluet Mader Number n theme OuMftvAgauwco ADbroxed fbr Uta Addroud 1= Sbijaill for Use !(spec( Aligiu=PilassY{a Dastad 1 a. Theme-Tru FiberClestto and Smooth -Sur Nominal OWN.$ Squotlmpact&quot Opaque 121312022 No Yes Yes WA Composite Edge Fiberglasoor s Single D (I n wy)g; X mtnguratlan) 2 b. TherrraTru Fiber -[lassie and Snrodn•Star Nominal085S. M.8 dquotlmpaet&quot Opaque 7213112022 No Yee Yes WA Composite Edge Fiberglass Sngle Door with Sidelae(s) Qm rting/Ourawng; XO, OX-OXO configurations) 3 c Thermo-Tru Fibor•Clasaio and Smooch -Star Nominal SSAW.8 8quatimpact9quot Opaque 12131r= No Yea Yes WA Composite Edge Fiberglass Double Door with or Without Sdel(tes (lnamnglOutawing: )xor OXXO condgura7lons) 4 d. Thamrnr-Tru Fiber4lasic and Smooth -SW Nomina188 ;0 &quotripectSquct Opaquo 12/31=22 No use Y" NIA Composite Edge Fberglass Single Door (InswrgiiOuuwng; X configuration) 5 e. Themha•Tru Flbar•Cb"c and Smooth -Sur Nominal 811,03R,0 &quotlmpactbquot Opaque 1213lr= NO Yee Yes WA Composite Edge FlbwVlau Single Door with 3delle(s) QneAnglbuMAng; XO; OXor OXO callft. o."s) 8 f. The tea-Tru Flber-Clamlo and SmoeOrSur Nominal S&#WO &quotlm(ectagtpt Opaque 12131/2022 No Yes Yea WA Composite Edge F bergave Double Door with or Wthout SldelOas pft"no(Outr Mng; XX or OXXO configurations) 7 g. Therma-Tru Fiber -Classic and Smooth -Sher Nomina15ae3P,8 equaLlrrpactaquot Glazed 121312072 No Year Yea WA Composite Edge Fiberglas Sngle Door (I nwAreOutewngi X configuration) a h. ThermsTru FlberZbswc and Smooth -Sear Nominal S&M39,8 &quetlmpadaquot Gland 121312022 No Yes Ya NIA Composite Edge Fiberglass Sangre Door with SidelAa(s) Qrnbw11g10u1aMrg; XO, OXor OXO configurations) 0 i. Thermw-Tru Fiber -Classic and Smooth -Star Nominal 6601W,,68quotlnpacmgwL Glazed 12/312022 No Yee Yes WA Composite Edge FooNlasr Double Door will or vothout Sidellt i; nnewing)OulaMna: XXor O)OLO configurations) 10 1. Therma-Tru Flber-Classic and Smooth -Star Nominal 6803170 &quotinpactaquot Glazed 12/31/2022 No Ya Yet WA Composite Edge Fiberglass Single Door (InwMrlglOuhwyg; x donnguraam) 11 a. Thermo-Tru Fiber -Classic and Smoottl•SuI Nominal B&M3B4O SquotlRpaot&quot Glazed 12131/2022 No Yet Yea NIA Composite Edge Fiberglass Single Door veh 3deliee(s) Onions/ Outsling; XO, OXor OXO configurations) 12 I. Therms-Tnl Fiber -Casale and Smooth -Sur Nominal 8&039,0 &quotlmpeeuquot Gland 12/312022 No Yes Yet WA Composite Edge Fiberglass Double Door with or vimout Sidelines Qnawirg/Ctltbw mg: )O(or 0)0(0 confIgUndiOne) 13 m. Therms-Tru FlberCasso and Smooth -Star Nominal 69M8 ,,6 8quotimpact&quot Glazed Molded 12/312ai2 No Ya Yet WA Open Composite Edge Fiberglass Single Door (Im;vjrQOuhvvyg; Xcornfigurabon) 14 n. Theme -Till FlberCGsdo and Snodh•Star Nominal 861 Squot;lm(ect&quM; Glazed Molded 12012022 No Yet Yet WA Open Composite Edge Flbargllla Single Door vim Glued Molded Open Sldegu(s) (I mhvi g/Ouhvirng; XO; OX or OXO -flu rations) 18 o. Thema-Tru Flber.ClaWo and Smooth -Sur Nominal SLON 8 &quotlmpaet&quot Glazed Molded 12MV2g22 No Yea Yea WA Open Composite Edge Fiberglass Double Door whin or without Glazed Molded Open Sidelines (InwmnWOubwYg; XX or 0XXC odarfiguntgrm) 18 p. Thema•Tru Fiber-Gasaic and Smooth -Ear Nominal e&M39,8 Sq otlmpecmquot Opaque 1213lr= No Yet Yet WA Composite Erne Fihsryless 9inpla Door with Molded Open Sit"(%) QnawtnglOutswnp: XO, OX or OXO configuration) 17 q. Therm-Tru FlberCasalc and Smooth-%r Nominal 8&M89;8 &quotlmpacalquoi Opaque 12131/2022 No Yes Y" WA Composite Edge FbarOiasa Double Door vim or vlaout Gazed Molded Open SdelSa QnsWrlCutawmg: XX o0xx0 configurations) Lase mm Reign eao11114am R"9W 2D20 poTlndyaales Casagw.. e.Wior Door aWCderibq: Ssde9 E"rla Door Assembles co"wu oamod: Cannata" Mill, a Living ti/alI 9 =Mom warear or Mom Msile Impact) Florida Deparenera of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 at 10=1 Easier ar gnu no 2dLCIDAM Mb contact BlalatYiL Velldie ey Y1rltBladMAMAM4 F&C Awroval Aparovffi ad111E J"e Roe -old Marr4DeW SCCO-CER MoIll-Dede SOCO -VAL 11110=20 1042VZ20 1124=0 Approved (941) 489-0100 (788) 315-2500 Jrceavan®ppindusMesc arm Quarly Assurance Acnreved for Use Aborcved fa gas. eseact 2aft Praised c A b., Lam! n Kunz nuwa mass gnhlam Pleasure Vlry gliding Obis Data 04M42021 Yee Yes Yea NIA May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET (2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below If they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS 1"I"herm IFL20461.1 A. SWINGING aTieu Fiber -Classic and Smoath-Star (NON -IMPACT) +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67,0/-67.0 psf 12/31/2022 ThermaTru Fiber -Classic and Smooth-Star(IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38,7/-38,7 psf 4/1412026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 N/A 7/3012025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James.Hardle Building Prod. Cemplank Lap Siding and HardlePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Aiside Solid and Vented Vinyl Solt FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 N/A 6129(2023 Ply lass USA, Inc. (for Tile Roof) POLYSTiCK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, inc Vent RV 10 F L21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral file Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 -Alpine MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) Florida Department of Business& Professional Regulation Pree1 013 Building Codes and Standards 1n5rMz2 Product Approval Application Detail DM version manufacturer Called A L).•^vvalidated By Validated Sypyatay( FBC Approval Amyvad Amu Revision 2020 Therrna-Thu Cogmrabon LAwe Jasperson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. O7r23/2020 W1272020 07rAW20 10'13f2020 Approved Category: Exterior Doors (BOO) S13.7929 PE-43409 (813) 7e7-8656 SulaCatteary. SWeg(rg Gleam Door Assemblies alseparsonmmerlmtru.ao Com mne Msalod: [-valuation Report from a moo ArcLicensedor a Licensed Florida rFlorida FrdeaaReglia(near ) � Product MOON. Numbar or Nams @kAW Produdt Dawnptoss Cmhesee AIUXM ExDlratlon Dave Abbtelyd ex Ua UNW9=0 M NVN2 oubilds NVRZ 1= Peala M PA" Promre 1 e. Thenma-Tnu Fiba-Casslc and Snoath-Star, Nominal 860039;8 Squotlmpaot&quart Opaque 12131/= Yea Yes Yea WA Composite Edge Fiberglass Single Door (Ino ingiOubwing; X conrlgunalion) 2 b. Theme-Tru Fbor-Claaeb and Smooth -Star Nominal III Squotlmps"quot Opaque 12/3112022 Yea Yes Yee WA Composite Edge Fiberglass Single Door with Sdalts(s) Qnawing/outiMng; XO, OX or OXO configurations) 3 c. Therme-Tru Flbwr Clawlc and Smooth -Star Nominal St:A13F,6 9quotimpaculiquot Opaque 12131f2022 yes Vas Yee WA Composite Edge Fiberglass Double, Door wth or vphout Sldellus (InaMrig/OuWirp; XX or OXXO configurations) 4 d. Them1s-Tru Rber.Classic and Smooth -Star Nominal a"39;0 (IquotImpactilquot; Opaque 120:312022 Yea Yet Yea WA Composite Edge Fiberglass Single Door amnNiWOutsrrirq; X configuration) 5 e Therme•Tru Fiber-Cbsaic and SYnedlh-ehf Nominal SANWO Squatimpact6quol; Opaque 12f312022 Yb. Yes Yea WA Compasne Edge Fibargass Sinppla Door with SidMb(s) 6r"wind011eshMhe; X0, OX or OXO configurations) 9 fTherme-Tru Flber-Classic and Smooth -Star Nominal 36039,0 aquot,bnpact6quot Opaque 12J3112022 Yet Yet Yea WA Composite Ergs Fiberglass Double Door Will or Without SYklaee (InavAng/Ouhv4ng; XX or OXXO configurations) 7 g. Therms-Tru FICar4ii and Smooth -Star Nominal $&M39,e Squotlmpad&quat Glazed 12131 f2022 Veil Yes Yea WA CompotlM Edge Fiberglass Single Door onawirgl0utswrng: xconfigurettart) 8 h. Themat-Tru Fiber -Chests and Smooth -SW Nominal 0&N3g;8 aquatlmpavAquart Glued 12J3172022 Yea Yes Yee WA Composite Edga Fiberglaa , Single Door with Sidelte(s) nnswinglOudwing; X0, OX ar OXO configurations) 0 1 Therma-Tru Fiber -Chic and Smooth -Star Nominal 8&M3P1 aquotlmpact&quol; Glazed 12131 fm22 Yes Yes Yes WA Composite Edge Fiberglass Doubts Door Wth or Without Skittles (Ir%mlr Qutaving; XX or OXXO configurations) 10 1. Thertms-Tru Fiber-Claettb and Smooth-Sts, Nominal a8M30081quctlmpticAquet Glued 12/3121= yes Yes Yale WA Composite Edge Fiberglass Single Door (InewngirOutswing; X configuration) 11 It. Therm -Ton Flaw -Coale and Smoolh:Ster Nominal 911,939;10 &quctlmpard&quat, Glued 121111= Yea Yea Yes WA Composte Edge Fiberglass Single Door WM Sidelte(s) ((nswfngrOutri%n0'. X0. OX or OXO configurations) 12 1. Therms-Tru Fiber-Cls"o and Smooth -Star Nominal 8&M3g;D aquoUmpect&quat Glued 1213112022 Yes Yes Yee WA Composite Edge Fiberglass Double Door Will or without Si lwitee (Iflom insvlrg; )K or =0 configurations) 13 rn1. ThermoTru Flber-CM"c and Smooth -filar Nominal 84160311:11 SquctlmpaR&quot Opaque 12131/2022 Yes Yes Yea WA Composite Edge Fiberglass Sing" Door vim 8quinNon-Impocl&quot; SMNIu(a) (InsvAng10u1ewing; X0, OXOr OXOconll9urasons) 14 n. Theme-Tru RbarC"ule and Smooth.Smr Nominal 81i39,8 aquetlmperddLquct Opaque 121312'022 Yes Yee Yes WA Composts Edge Fiberglass Double Door vith 8quotNon-Impeot&quo(: 9idNlas (InsedngfOutSW ng; OxXO Configuration) 15 oTherma-Tru FiberClas4ta and 6mooth-Star Nominal 8&M89;0&puotirmas"quot; Opaque 12131 QM Yes Yes Yee WA Composite Edge Flaarglau Single D00M VAm &quotNa►Impact uo; Sidalre(s) QnsWig/rOubrivi , a) 1a pTherma-Tru Plber•Claulc and Smoom-Sear Nomnsl8M3DXtX 0&maOquc-Mtw 17131 r102.2 YK YM Yea WA Composite Edge Fiberglass Double Door vAh &quol;Non•Inpsd&quot SkilbssevA el(Inng/Outswing; OXXO configuration) 17 q. Thernw-Tru Fiber-Clasic and Smooth -St r Nominal 8&M3Q8 Squca;Nan-Impecfflquot Opaque 12112022 Yet Yet No WA Composts Edge Fiberglass Single Door nnavinolouts"rig; x configuration) 18 r. Therma-Tru Fiber -Classic and SM00th-Sur Nominal 8&M30;S &quotNon•Impoc quot Opaque 121312022 Yes Yet No WA Composite Edge Fiberglass Single Door with 9461 (s) QnsWrio/Outwang; KO. OX or OXO configurations) 19 s,TAermii Filler -Classic, and SmoolMSW Nominalg&M3;S&quctNon-Imp9odquct Opaque 1213112g22 Yes Yes No WA Composite Edge Fiberglass Double Door vim or wlmout Starless (Ir%h Mrg/Out;W% XX or OXXO con lgurationy 2D t Themmr-Tru Fiber -Classic and SnadhSlar Nominal 8 S9.0&quotNon-Imled8,gtot Opaque 1?J31/2o22 Yes Yes No WA Composite Edge Fiberglass Single Door (Inaw,410ua-li X configurst-) 21 a Themla-Tru Fiber -Cassia and SnoothStar Nominal 8&M.0 &quotNon-ImpaoSquot Opaque 12012022 Yee Yes No WA Composite Edge Fiberglass Single Door with Sidelts(s) dnawingrOutsvdng: MT, OX or OXO connourationsl 22 Y. Therm Tru FibarCtararo and S-411 9a, Nominal S&M3 ;O &qu t;Non-Irr4ed&qutN; Opaque 1213lr2022 Yet Yes No WA Composite Edge Fiberglass Double Door VMth or vrithout Sidelit" (InswinglOurtmAng: )Oof 0)O(O configurations) 23 w Therns-Tru Fiber -Classic and SYrocm-Star Nominal S&M39,8 81quatNion-Impad&quot Glued 12131/2022 Yes Yes No WA Compoeiu Edgo Fiberglass Shot Door finevlrgJOulewlhp; X coellgurabon) 24 x. Therm-Tru Fiber-Classb and Smooth -Star Nominal 38M39,8 &quotNCn-Impag6quot Glued 1213112022 Yes Yes No WA Composite Edge Fiberglass Sap" Door with S clol ta(s) 0na4 rg/OutoW ng; XO, OXor OXO configurations) 25 y- Themes-Tru Fiber -Classic and Smoo"tSlor Nominal 6&M]M;a &quMNoln lmpedaquoL Glazed 12/31/2022 Yes Yes No WA Composite Edge Fiberglass Double Door will or without Sdelinas (Imeiving/Ouhv4ng; XXa OXXO configurations) 26 c Theme-Tru Fiber -Gable and Smootb->ac1r Nominal l ;0&quatMen•Im"diliquot Glared 12J31r2022 Yee Yea No WA Composite Edge Flbwglou Single Door (Insveng/Outswing: X configuration) 27 ze. Themna-Tru FberClassic and Smooth -Stir Nominal t1WWO&quotNon Irrpad&quoL Glazed 12131r= Yea Yes No N/A Composite Edge Fibeiglab Single Door with 3di4e(s) QnswngrOutsw rg; XO, OX or OXO cornfquraaone) 28 zb. I herme-Tru Fber•Clasew and Smooth -Star Nominal 8&M8Q0 &quotNon lnpsdaquot Glued 12131= Yes Yes No WA Composite Edda Flberglau Double Door vAth at votout Sideliters (hewirgfOuawing; )Oor OXXO configurations) Florida Department of Business & Professional Regulation vase 1 a2 Building Codes and Stardords I151=1 Product Approval Application Detail aft Lima, tv moo yAWM X LE= aerates IMLNJra ROA.W 2020 MI VAnddws and Doors aeon aainger Luis Roberto Lanai Category: Exterior Doom 017) 365.3300 PE-OM14 tubCMepoM• Slidng Exterler Door Assemblies bitingerlamhvd.oan Cce VIMACe NOMDLt EVaMaOan Report tom a Fla" Registered MrhRed or a Limited Florida Professional Engineer Ira Product Mods. Number or Nu" JProduct•g)tonation 1 SERIES 420ALUMINUM SOD SERIES 420 ALUMINUM SGD OXO 1463J4equd;x60equot NON -REINFORCED 2 6 RMS 420 ALUMINUM SOD SERIES 420ALUMINUMWD OX. XO,XX 904quat 80Squot NOWRONFORCED 3 SERIES 420ALUMINUM SM REINFORCED SERIES420 ALUMINUMSGD REINFORCED 141314Aqud's96equa; 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420ALUMINUMSOD REINFORCED OX. xo, XX 88aquotJ198equot: 5 SERIES 420ALUMINUM 500 REINFORCED SERIES420 ALUMINUM SOD REINFORCED 143egaa;.=a; WILL 20 bit,ftw- =2 YdaWYam Xddm aem w Wru Amwr hLgaum aim Steven M Later, PE 10008=20 10A8/1020 10JIS M20 121155=20 Aoaard nil) 31r-a404 �BImLAUB¢toa �.a gYd XO XXX AberevdlrUb In.K%W &g�.11ML Sllaea..HM IMR19 Rible m samara Poem" 12A72024 No Yes No WA IMI2024 No Yea No N/A 12A12024 No Yes No WA i2O12024 No Yee No WA 17/312024 No Y. No WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Per l o 2 1cvJm1 ail am GKLBNI" am Digs Yfrtakin Mnufu ran imtad Interest illgmis viMMe av validated Migglad FICAmte)al Antsaled ReMden 2020 war OaIm, a division of Overhead Door Dwayne Kaniah John E. antes Jamey P. Amaton, P.E. IW12/21)20 OO204211120 10MO20 12ts/2020 Approved Cotpow" (3630)76114121 PE-51737 (1104)$21-5200 Category: gy"rlor Doors dKomeh®esyne-daltm.c lubCalegbry: geWali 6xtark. Doer A.-MMles an C-Pllsllca slashed: Evruatlan Relief ham a Florida Registered ArChW or a Uoin ed Flake Pro/4asbrri Engineer At" SWt912Wllzari A2mm2 O-mu aaammLIgratil cl2m[etiiinglllga➢Me InMVKZ OLWdl.Nfali iswm skism nation Pressure 3 60001e1OM200 M1105 MNU: Moss wtlh, 144ekis Mea height - Glazing 1 V310023 No Yee Yes +31.00/-35.00 Aysilebie In Ica or Intesnedltlt sedbn. 10 5000410OA20OV1123 164MOR Max waft. 1461Fbg Max height. Gaging 12/312023 tip Yet Yet A0.W)3.50 available In top a Inaemildida section. 11 600014100420001124 t8aK38: Max vidtn. 148M3a Max height. Glazing 1213112023 No Yes Yet �34.401.39.30 abatable in top of Intermediate $Mien. Florida Department of Business & Professional Regulation pop 1 of I Building Codas arid Standards Im2m1 . Product Approval Application Dates SA9e Enter or gale any fti ranam =2 mm Y,ala MNAMM m[ Lgmd4 Eoanl[L15osa )(aeda lega L INW" ambcwm EaLAstatine l aaaam atom Revlon 2020 Cumea DlWlmolMOG. Inc. Tan Raley UL LLC 7MBishop. P.E. 1211 or= I7A 1,7020 12212020 Approved .. -Category. Exi Doors t ) "Caegory: Ededa Door Components Iam.riteyQteaueblq.co Compliance Method CwUk&Om MaAi a Lung rn A P P lJ CA N T S I G NA TU RE DATE 1 a ad` rbder tl�_ er a won ear, TOT, 127, 747. 757 777, end sir Single and Peet d 4WSf.Amirante g Lorfir1 &fdmlu nu sir. Glued, end Louvre ohgleand Pairs d 12Al2r25 Anarchist! a in for Use Aogolred W&,Z sadranlmz Yea far .ties impact itlslaam Y. Yea Illegal emsa to WA ..... _ .- Doors WIM Metal doers. Florida Departinent of Business & Pnfessional Regulation ►aria i az Building Codes and Standards 1512021 Product Approval Application befall Code lalE9L! BS11 g!I! Data P-dw We ILga XKM Manufliscamar 21M FeeAmmvai Apldmtal aaea ReWelon ZD20 MI WildaYaand Obis grant 6nlin0a American Architectural Steven M. Urich. PE I1/17M20 11N72020 1127/2020 Approved Caeilory: Wridows 4717)385.3300 Manurbctur-A cialim rr17)311-8404 Du laCdspory: angle Hung bstanaor®iml d.com Compnm"Methd: CMRWIon Mark a Lasing AOL sass PreeWa Metal. Nneer or. Raw hi HVHZ Ittalsent platinum 2 /s59H 52x72 FlniPlenge Frame IG/SG angle Hung 1 D106M=3 No Yee NO -flw.60 Laminated 01.. -1--e O Cn � O� 2CD O W Q­ Q- � O 0 c .a ro -0 CCn O O C O � O W � O LL E L O 2 0_ tL Q Z Z W J r � c 00 �? 04 N T 1 fJ c rat rJ r x N "C3 M 7e. _ co cr 6s 4L N CL t± '2 > C a 3 ear L t0cu, c p to c CD ,y u L w E'allasseall z U) M 0 L O L' U O L W CV asaeaaa f -- 0 l` CC UJ Q N Z Z Q J a SHEET NO. PA 1.0 L Florida Department of Business 8 Professional Regulation P.pe e a a Fbrlda Department of BIl■Iftess a Professional Retgulelbn tNlge t al Florida Department of Business & Prormsional Regulation P•re 1 d1 Florida Department d Business & Prda�ldn■I Regulation L 0 �' 0 !` � 0 .� W ''—^^ V/ O O roaI O �w ^� V/ .� LV t"V CW 44 as G t V ? al C2 C *� 1O E..1 C�7 cY LJ. ra fa rZo 'CA •d- lV k a w c y p IO 1 N V 91 G Q 9• .� .Ca C A p p u t9 W W `V O L^ i..i O Cat leendrus L v O L csroar� `V M tie_ O W Q W Z Q J t1 SHEET NO. PA 1.1 Paso+ az Building Codes and Standards +red/2oz2 Building Codas and Standards faJ7W1 BlAidng Codes and Standards building Codas and standards tr.J7oz1 Product Approval Application Detail Product Approval Application Detail Product A)bprovel Application Detail Product Approval Application Detail =i@g iaiu Yg{ypp )gg�ggug� )�gt RTelnrrAuasna• ygggg�,gy )� )ggg�gg )�,{(g, ease Pending PBC Ammtel )� Aggip�p DiWia ssDE l:omLD[ Art Aou �.bailn Alt tint iDlihLp[ Art Art Are.Pm.Da Ads SHOE Hptltics[ tart Btu lais2miga Brt Rrriaion 2D20 Thrrro-Tru Corporslbn Sbva Jasperson Lyndon F. 9dlmidl, P,E Ryan J. King; P.E. 10Q712o71 OW16/1021 10/13rA21 12Hfii2027 Approved � version Manufacturer �� ILCVXtd �� �'�� �� � '�� agoidolaim � 1tH�Y�J�[E YJ@m6� YJrtltlW IN�Wo FaCAminw bg�ntl � 7llL! YJ6Im liMl� EndaralJeewes r�Mi Y�.O'. FeC Aeeravr YYfI@Ml il�dtW Ea�)aa aIOLL WleQery: fiFNefbr Doors (800) iH3.7B2B PE-43400 (81 S) 7874i85 ARsnrtlian 2070 P6Tlnduebles Jena Reeo.reltl ManeAds BCCO • CEq AeemFD•de DCCO- VAL 11pdrA20 11g5r2020 tV11J2020 MPraed Rs.Mbn 2020 MI Ydndawe and DoOra Brent ataleer American ArdlAedUr4 Steven M, Ukh, PE 1a0erJ070 IOOMJ010 1M■2020 Approved Revision 2010 NI Wlntlrar• •ntl Goon eats eNArtDer Nnenan Aralbtlurol 61epn M 11WI I I- L 11�= Simpson Strong -Tie � FBC Approved Products Updated 1 a 2/301202Strong-TieU � Simpson 2020 FBC Approved Products � ad�l2fEfN2o20 Simpson Strong -Tie 2020 FBC Approved Products updated 12130r2o20 For Career Inks to 4R aBTapprNNS listed betow, CLICK HERE Foe' dre0A InKs to aR-e8T approvals filed below, CLICK HERE. Fordtett Inks to all ✓osT approvals listed below, CLICK •HERE For adapMal Intarmstion reprdhg Florrds's 9hlewide Pro Mat Approval Syt om and Morr*bado County Netkte d Armeplaase (NOA), iU,gy, n e.;a. For additional Intamstlm regarding Fadde's btaMMis Product Approval SYJWM and MambDada County NWoa or Accepteace (NOy, Q x�,;ER For additional Intumatlan regarNrg FWnds's 8tataMde Product Approval S7atem and Mor*43ada Courtly NON orAco pteace (NOA), CucK HeRE _ �Lt143'L4 R7 iiffi� Product Model,NumbgorName Em"9(qp Ali product Modal. NumberorNarne Product bescricifflon FL010486-116 j0daA Product Modal. NurobernrName Product (esciq Ian 1 TRon Slainlesa Most Concrete 8rMasonry Screw (TTN-SS) 114" diameter Titan stainless steel masonry screw 1 A21 I A23, p391, AK A35, A44 Anglia 1 St. BTB, BTH Brick Ties 2 APA21, APA4, APA6, APVA2I, APVA4, APVAS Outdoor Accents Angles 2 CMST12, CM51714, CMSTCI?# Coiled 8baps 3 APB44, APB44R, APVBek APB86R, APSM. AP888R, APS1010, APB1010R, APVB44, Outdoor Accents Post Batley 3 CS14, CS76, MG, GS20, CS22 Coiled Straps FI 5 APV"R, APVB88, APV13OK APV888. APV688R, APV91010, APV8101 OR 4 CSHP18, CSHP20 Coiled Straps 4 APDJT24, APOJT2R-4, APDJT2-8, APDJT2R-6, APVDJT24, APVDJT2R4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompretaibnlTension Strap StuP�duct Motlei_ Number or #lama product Deacrbrtlan APVDJT2R-a 6 DSP, SSP, TSP Stud to Plate to 1 SD401121DBS Outdoor Accents Connector Screw 5 APHH46, APHH4SR, APHH610, APHHe10R Outdoor Acowa Heavy Hanger 7 H1, H10A, H2.5A, H3, H8, 1­1172, HIS, HISS, 1115-2, HIS,2S HurrlaameTies 2 S00112, SD9212, SDI0112, SDIO212 Strang -Drive SD Connector Strew 8 APL4, APLS, APT4, APTO, APVL4, APVL6,.APV74, APVTB Outdoor Accents L and T B®am-to-Colurm Ties 8 OGT-2, HGT-3, HOT-4 Heavy GirderTledown 3 $0911233, SM12SS Strong-Dtivesp CcMectbr SS Sorew 7 APLH24,.APLH24R; APLH26, APLH20R, APLH210, APLH210R Outdoor Addents L(gM Hangars 9 11824 Hurfiaans, Tie 4 SDCF72434, SDCF2ZIZ SDGGF22814, SDCF22700, SDCF22858, SDCFW1014; Strong,DriveSDCPTImber-CF Screw 8 BVL.Z Brick Veneer Ledger Connector 10 HSS2-SDS1 5, HS82-2-SDS3, HSS2.3.SDS3, H684-SOS3 Heavy Stud Shoo SDCF221134, BOCF221334, SXF271968, SDCF2723M 9 CST2Z, CST4,Z Concealed BeemTlas 11 HST2: HST3, HSTB, HSTS Straight Ste" 5 SDCP22434, SDCP22512, SDCP22614. SOCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT42, CJT5Z, CJTBZ Cendealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30. HT630C Hesvy Twiststrap SDCP221100, SDCP221134, WCP97140D 11 DJT14 Deck Joist Tie 13 HTSQi BKTZ. 44TSCIMKTZ Heavy Twist Strap 6 SDHR27400; SOHR27614, SOHR31400, SDHR31614 Strang -Drive SDHR Combo44oad Screw 12 IDS Dry Woo Stop 14 LFTA Light Floor Tie Anchor 7 SD5251121 SDWSl34, SDS26=, S0825212, SDS25300. SD325312, SDS25412. SDS25500. S1082580R SOW-M 0 Strong-Drive,SOS Heavy -Duty Connector Screw 18 14 FC4. FCB FWANZ Fronting Clips Foundation WAIT Angles IS 18 I STA9, LSTA12 LSTA15, LSTA18, LSTA21, ILSTA24, I-STA80, LSTA38 LSTI49, LSTI73 Straight Straps Straight Straps 8 SDS251128S, S082620058, SDS25212SS, SDS25WD5& BOS25312SS Strang -Drive $ 08 Heavy -fluty Connector SS Screw 15 GA1. GA7 Gusset Angles 17 LT820, LT840 Bridging 9 SDWF2716, SOWF2720, SOWF2724, SDWF'2728, SDWF2730 Strong -Drive SDWF Floor -to Floor Screw Is H2A, 1­12:3T, H8, H10A-2, H10S, H14• HOW Hurricane Ties 19 LTSlZ LTS16, LTS18, LTSZO LghtTwert'Strap 17 HCJT2 Heavy ConcealedJoist?ie 19 MOT MedfumGedertradown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, WOO, M9772 Straight Rips FLA10007.-R! 19 KBSIZ Knee -Brace Siebil"r 21 MSTA9, MSTA12, M5TA1S. MSTA18, MSTA21. MS7A24, MMA30, MSTA36, MSTA49 Straight Straps 20 L30, L50, L70, L90 Angles 22 M5TC28, MSTC40 MSTC5a MSTC88, MSTC78 Straight Straps Product Model, Number orName ProductDeserietfon 21 LCE4 Post Cap 23 MST04883,MSTCA683 Pre -Bent Straps 1 ATR3/8, ATRI/Z ATR678. ATR3l4 Threaded Rods 22 LS30, LS50, LS70, LS90 Skew" Angles 24 MST126, MST130, MSTI48, MSTI60, MS7I72 Straight Straps 2 ATUD5, ATUDB-2,ATUD9, ATUC9-2, ATUD9-3, ATUDI4. ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 3 BP318-Z BP112, BP1/2,3, 81361�2, BP5l&3; BP8i4, BFW4-3, BPRTU03.4 8 ring PMtes 24 L'3SJ26LZ, LSSJ28RZ, LS5J28112, LS3J28RZ, LSSJ21OLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 25 NCA2+c1 a12, NCA2xl2-12, N=W-16, NCA200.10, NCA2xl2-18 Bridging 4 CNW3a. CNW112. CNVd5/8, CNW3/4, CNy set-in, aNW3145r8 Coupler Nuts 25 LSSR1 91, LSSR21, LSSR2.37,15SR280- LSSR210.2. LSSR410 Field Adjustable Slopeable/Skevrable Hanger 27 RCW1312 9CW514 Wall Bracing Ti CTUD55, CTUD65, CTU086. CTUD75, CTUDIO, CTUD77, CT UD67, CTUD88, CTUDOT Coupling Take -Up Devics 2B LTP4„ LTP5 To Platas 28 RPSIB, RPS22, RPSZ Repair Plate Strap CTUD98, CTUDW 27 ML23Z, ML242, ML282, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plata Connector 8 N3,144, N5, NO Heavy Hex NUm 28 MMH8 Roof Tle-Dow 30 SPt. SP2, SP4, SPS, SPS Stud Plato Tie 9 WU03, rZFU03B,RTUD4, RTUD48, RTUD6, RT1105, RTUD7, RTUD8 RatchaBng Fake-UpDevioe 28 MMHC Hinged Root Connector 31 SPH4, 3PHB, SPH6 Heavy Mud Plate Tie 8 TUD9, TUD10 Toks-Up Device 30 MMLU26. MMLU26-2, MMLU28, MMLU2SQ, MMLU210, MMLUi211, MMLUI39, MMLUI311 Face -Mount Hangers 32 SS1.5, 332.5, 56%SS4,5 Stud Shoe 9 TUW35 Take -Up Washer 31 RSC, Rt30P Roof Boundary pips '33 ST9, ST12. ST1 B, 51,22,ST292, S.T2122, ST2115. ST2215, 9TS215, ST8224, 8T8238 Straight Straps 10 URSS SM" Uplift Rod Run Tedown System 32 Ill Roo(TWDowi n 34 TB20, T827, T830, TB36, TB42, T848; T854, TB6Q TBSO Tension Bridging 11 URS4 1/2" Uplift Rod RunTledown System 33 RTC22Y RTC42, RTC22, RTC44 Right Tie Connectors 35 TW1110, TWB12, TWBi4 Wall Brating 12 WR95 518" Uplift Rod Run Tledown System 34 S.TC. STCT, DTC, HT04 Truss Clips 38 VGT, VGTR, VGTL Variable Pinch Girder Tiedown 13 URSB 314" Uplift Rod Run?ledown System 35 TJC37, TJC57 Truss Jack Clips 37 WB10B VB406C, WB126, WB128C, W15143C Wall Bracing 36 ZZ, Z4, Z44 Pans) Stlfemn Clips lrLmII jita R6 'FruductMade].NumberarName FLIM 15"7-R5 FL7I110831-R8 �q,� Ptntluot'MotlM. NumOsrgrNama PtOduot DeaorlMlon 1 DTT2 Hob -down Sea * ProdW Model. NunljtgLr or Name Product DeaartoNen 1 CBH2.37x5..5, C8142.370.83, C81-12.374.75 Concealed hangers Z HOC10/4, HDC10122 Hold-down 1 AHEP Atjlustsble Hip -End Connector 2 CU. DHU, DHCTF series hangers Faca-mount (DU, DHU) andtop-flange (DHCTF) hangers 3 4,4008, HHDQ11, HHDO14 Haler -down 2 DSC2R-SD83, DSC21L_9083, DWAR-SIDS3, DSC5L-SD93 Drag SbutComrectoa avaiabta in iWths ranging from 1-8111y'to S-WIO" and heights 4 HOUR HQU4 HODS, HOUe, HOU11 HOU14 Hold•elown 3 G8C Gable Brace Connector ranging from 9.1/8" to23-15116". 5 HPA26, HPA36 Saapstyle purlin anchor 4 HCP1.81, HCPZ HCP4 HO Corner Plum 3 HGU3.835DS, HGU5,25SDS HGU5.50.80S, HGU5.62SD8, HGL17.00-9133, HGU7.2& Fade -mount hangers, 6 LSTHDB, LSTHOBRJ 3trap•ityle hoi&doom 5 HHRC2-2, HHRC4Z HHRC4Z2, HHRC411 51, HHRC44, M14RC5.25/3.25, HWRC5,37f3,1Z Heavy HiptoRidgeConneclors SDS, HGU9,00•SDS 7 MASA, MASAP Foundation anther strap HHRCBB 4 HGUS series hangers Foos-mouirt.hangers available to widths angmgfrom 1.&S" to 7- 8 MPAI32, MPAI" strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 81B" and heights ranging from 4-511611tc 12-718" 9 PA IS, PA23, PA28, PA35, PA51, PASS Strop -style purlin bnchor 7 LRU26. LR.U28, U#U210, LRU212 Ratter Hanger 5 HHGU5.25SDS, HHGU6 50-SD6; HHGU6;62 SDS. HHGU7 00SDS,'HHGQ725SDS, Face -mount hangers 10 PAMB, PAI23. PAi28, PAIS5 Strapslys purkn anchor 8 LSU28, LSSU28, LSSU210 Light Slopeable/Skevwble, U Hanger HHGU9,00.6DS 11 STHD10, STHD10RJ Strap -style hold-down 9 TBE4, TEES Truss Bearing Enhancer 6 HHUS28.2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS4/ 0, HHUS5.50/10, Fars -mount hangers 12 STHD14. STHDI4RJ Strep-stylebold-down 10 TC24 TC16, TC29 Truss Clip HHUV26MO 11 THA29,THA213, THA218, THA218.2, 7HA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR. HSUL, HSl1RC, HSl1LC sere* hangers Strewed face -mount hangers available in widths ranging from 3- THAC422. THA426, THA422-2, THA42&2 1/8" to 5-I M" and helghle ranging from 4-Ve to 15-W41'. 12 THAI1 el/22, THAI2,0&22, THAl2.1122, THAI222, THAD22, THA13522, THAi422 Adjusoble Truss Hangar Seed for I -Jos s Concealed flange version (HSURC, HSULC) avaHabie for ail 13 THAL422, THAR422 Skewed True* Hanger rouble2X and 4Xmodel% only acute flange a concealed 14 THJA28, LTHJA26, LTHMA MuMpte Truss Hangers 8 HTV26, HTU28, HTU210, HTU2t12, HTU28 2, HTU210.2 Face -mount hangers 15 THJM2-4SDS3, THJM2.8-S0S3, THJU28, THJU26-W Multiple Truss Hangers 9 HU, HUD series hangers Face -mount hangers available in widths anging from 1-9118"10 7. 16 TSSR2-24 Trues Spacer -Restraint 1/2" and heights ranging from 2 71d'te.19.1/4"_ Concealed flange 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pita Connectors version (HUC) available for all models having width equal to or 18 VTCR Valley Truss Clip greater then2-9/1G' 10 14UCOI 81/0-SDS, HUC01,81111-S05, HUCO210.2-SOS, HUCO210.3-SDS, HUCQ310- Face -mourn hangers SDS. HUC0410408, HUC0412$08, HU005,250.6D& HUCQB 25M1-SDS, HUWOIO- $DS, HUCQe12•SDS Simpson Strong TIe2020 FBC Approved Products Updated IZJ"2a For duct Inkstotll BST approvals listed below,.CLICK HERE For additional Information regarding Flanda's8talawks Product Approval System end Mard,Cada Canty Notice of Acceptance INOA), rn nz Up;. 21 L6aeriss j angers Top flange hsngsa available in width of 1.9118" surd heights ranging from 5:L18" to 15-10' 22 LBAZ serss hangars Top flange hangers avalable in width of 1-guts" and heights ranging from 9-3rlWin, 13-1/8" 25 LEG3, LEGS, LEG? was hangers Top fangs hangers avaiiable in widths, ranging from 3-1A4'to 6- 7/8" and heights ranging from 9" to 33-1/2" 24 MEG5, ME07 was hangars Top flange hangars avalab is in widths ranging from 5-114" to S- WO" and heights ranging from 9" to 32-1/7' 25 MIT series hangers Top flange hangars available in widths ranging from 1-9116" to 5- 16' and heights ranging from 9-114" to 2C 2S PF, PFB. PFD8, PFDSB serlee hangers Top flange hangars available M witith of 1.9IT8" and heights ranging from 3.8/8" to 7-ilia' 27 RR Ridge raftertortnector 28 VVP $or*$ hangers Top flange hangers available m widths ranging from 1-9/1&Ao 7- IA!"and heights ranging 0 1/4" to 32". JWRA Product dad 1 ABA44. ABA44R, ABA46, ASA48R, ABA96. ABA88R 2 ABU44, ABU44R, ABU46, ABU48R, ASU55. ABU5.8. ABU65, ABUSE, ABUBBR, ABU88; ASUBSR, ASU1010, ABUIDIOR, ABU1212, ASU1212R 3 ASW44Z, ABW44R2 ASW46Z, ABW46RZ, ABW6eZ, ASW86RZ, ABW7-7 4 AC4, AC4R, ACE4, ACS, ACBR, ACES 6 604, BC46; BCi4R, BOB. SCOR, BCB, BCS2-2/4, BCS2.3/e 6 C844, C846, C80,, CBSS, CBes 7 C85044-80SZ GBS044S-SDS2, GBSQB6 SDS2, CWWe-SDS2, CBSQB8-SDS2 8 CC, SM, ECCU Series 9 CX Q-SDS2.5, ECCQ-SOS2.5 Serbs 10 01-T'44Z. OPT68Z, CPT88Z 11 EPB44A. EPB44, 8P846, EPBW 12 EPS4Z 13 LCB44,LCBW 14 LPC42, LPCt1Z 15 MP844Z, MPBM. MP8882 16 P844, P844R, PSO, PON, P9SBR 17 P8844A, PBS4& PBSIN 18 PBYB, PBV10 19 P044-1S PC46-16, P048-16 PCtW15, PCBS-16, EPC44-16, EPC48.18, EPC48.18, EPC84-16, EPC86.18 20 PC4Z, PO4RZ, PC OZ, PCWZ, PCBZ, PCBRZ, E-PC4Z, EPC4RZ, EPCez, EPCSRZ.'EPCBZ, EPC8RZ 21 PPSA442 PPB44.6E 22 RPBZ AMM product Model, NumbarorName 1 FJA, FSA 2 FRFP 3 GH4".. 01-1146.8, GH48a6. SH46 A OH41 ", GH4110.8. GHWO.OHM& SHOJI-6, GH88- 8, OHM", GH610.8 4 GLB5A, GLB6B, GLB5C, GLM, GL87& GL673, GLBiC, GLB7D 5 GLBT512, GBLT812, 01-91`516, GBLTe18, OLBT620, GBLT620 8 HGLBA,HOLBB,HGLBC'.HOLBD 7 HGT 2, HGT"9, HGT 4 8 UFP10-SDS9 9 URFP Product DescdMfpn Ac4ustable Post Base Adjuarsble Post Base Adjustable Post Base Post Cap Post Cap Embeddad Cdumn Base Embedded Column Base Bolted column caps with W1 ranging from 3.114" tc 9.1 r2" and W2 ranging from 3.5d8" to 7A/2" Screwed column cape with Wi ranging from 3.1/4" to 9-i/Z" and W2 ranging from 3-W" to 7112" Concealed Post Tie Base Embedded Peat Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Pot -Cop Post Bass Retrofit P69811se product tleseHpfhn Foundation Anchor Flat Retrofit Foundation Plate Girder Hangar Gluam 3esrirlg Plate Gluam searing Pate Heavy GlulamBearing Plate HeavyGiederT'nedown Universal FAundatlon Plate Universal Report Foundation Pate OWMAM Simpson Strong -Tie M20 FBC Approved Products Updated i2rlaxo201 EmFor drect Inks tong SOT approvals listed below, CLICK HERE Fa additional informedorn ragerding Flonda's &alewids Produo Approval Sysam and Mard-0ads Canty Notice of Aactphscs (NOA). I;iW K[ H W. FLAtt406-R8 Ma Produot Modal. NUM bar or Name Frotluct DMOM 1 HHUS210.3, HHUS2WA Joist Hangar 2 HRSB, HRSB, HR512 Strap Ties 3 HUCO210-2SDS, HUCCI210.3•SDS, 14UCQ310-SOS Jo let Hangar 4 THG82:TH083,THGBH2.THGBH3,THGBH4 Joatflanger S THGQ2-SDS3, THGQ3.SDIS4.5, THGQH2SDS3, THGQH3SD84.5, THGQH4-SDS6 Joist Hanger e THGN041, THQW94, THOW44, THOW4.4 Joist Hangar Fl-#'f 1473"R5 §, 9 Protlu�Mddal.NumberorName Product Descullotion I DETAL90 Daubs Embedded Truss Anchor 2 FGTR, FRTRHL, FGTRHR Girder Retrofit Anchor 3 H16, HISS, HIS-2. 1-116.213 HurnraneTis 4 HETA12. HETA16, HETA20, HETA24, HE7A40 Embeddad Truss Anchor 5 HE-TAL12, HETALI8, HIFTAL20 Embedded Truss Anchor B HGAMi0. HM9 Masonry retroftoonnectoa 7 HHETAIB, HHETA20. HHETA24, HHETA40 Heavy Embedded TrussAnahor 8 LGT2, LGT3-SDS2.5. LGT4•SD93 Girder Tledown 9 LTA2 LatealTruss Anchor 10 META12. META16, METAiS, META20, META24, MIRTA40: Embedded Truss Anchor 11 MSTAM24, M15TAWS, MSTCM40, NWCM80 Shp Tie for Masonry 12 MTSM16, MTSM20; HTSMiIB, HTSWO Twat Strap for Masonry F161148B-1i5 SaaY It Product Description f DTT1Z DeokTenebnTie 2 14012, KD19 Bolted Holdowne 3 H23B, HDSB, HD78, H090 Bored Hokfowns 4 HTT4, HTT6, HTTS-314 Tension Tie% 5 L7191 LTT208, LTTI31 Light Tension Ties AMAdud Models Numberor Name Product Desddption 1 SIiSIW4, S8718x24, S91k30 IS Anchor Sots 2 S5T810, SST820, SS'TB24, SSrB28, SST834, SST838, SSTBi6L, SST920L,SSTB24L, SSTB'Anchor Bob SSTB26L FL4N a172-1i4 eggs ProdudtModel. Number ro Name Product DesanMron 1 CMST72, CMST14, CMSTCI0, CSI4, C516, CSI8, C820,C322 Cooed Straps 2 HRBB, HRSB, HRS12, FHAB, FHA9, FHAl2, FHA1,3_ sFHA24, FHA30, MIS7126, MSi LW, sbape to mil (12 ge) M67148, MSTIW, MSTI72, S/MST27, SIMST37, VMST48 3 HTS16, HTS20, HTS24, 14TS28, HTS30, HTSWC Heavy Twist Straps 4 LSTASO, LSTA38, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (16 go) 9 LSTA9, LSTAIZ LSTA16, LSTA1s, LSTA21, LSTA24, ST292, 3T2122, ST2115, ST2216 Straps 33 mg (20 ga) 6 L.SUBH3.25, 91.181143.25, MSUBH3.25 Bridging Connector 7 LTP6 Lateartie Plato 8 LTSI2.LTSIB, LT9115, LTSRO LightTtiist3taps 0 MSTA30, WAX ST0216, $Te224, ST9, ST1 Z ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 10 MSTC88, MST078, ST8238 Straps 88 mil (14 go) 11 MTS12, MT918, MT814; MTS20, MTS30, MT624C, MTOWC Medium TwistStraps 12 S/81.58, SBI,ei, &W,06, S1B2.37, SMSB, WS2.68, S1B3.12, SW.58, SIB3,62, 6184.06, Top Flahge Joat Hangers S/84,12, SM428, S/84.75, S135.50 13 SSA212/8, SIBA2,12/10, SMA212112, 3GA2.12/14, SBA4.18/8, SMA4.18M 0, Top Flange Jost Hangers SIBA4.18112, SIBA4.1i11M 14 S/HIA HurricarisTle, 15 S/HD68,•SMD8B,S44D10S, SM0108, SMOISS, S/HD158 Holdowna: 16 SIHDU4, SMDU6, S/HDU9, 81HOUl I Holdowits 17 Sim, SMJCT Joist Hangers Simpson Strong Tie 2020 FBC Approved Products Updated 12I3C MO, amFa dreot Inkstaell SST approvals (sled below,,CLICK HER! For addtlonal kdcrmadon regarding Honda's Statewide Product Approval System and Mami-Vads County Notice of Acwoanca(NON. � � raw M. 18 SILBV1:51l, 811 SILBV2,06, S&BV237, S/IBV2.56, SILBV2.88, S1LBY3,12, Top Flange Joet Hangers SILBV3.58, S/LBV3:62. !VLSV4,08, SILRV4.12, SILBV4.26, S1LBV4.76, wi-evs,so 19 SILTT20, WMT2Z, SM714, HTT4, HTT6 Holdowms 2D SUST90, S1MST72 Straps, 118 mil (10 gig) '21 SP4, SPO Stud Pate Ties 22 SSP, OSP, TSP Stud PlamTies 7s sm. DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 TrussJwItConnector Fl#t8904•R5 Protluct lMdtlsl. Number or - 1 c GQM3-82-SDSH0G, CCQMA.82-SOSHDG, CCQM5-W-SDSHDG, CCTQM&82-SDSG, CCT0M4,82SDSG, CCTQM5.50-SDSG, CCCCIV0.82SD19G, CCCQM4,82-SDSG, CCCQM5.14-SDSG 2 EGCLQM3.62G-KT, ECCLQM4.82G-KT, ECCLQM5.WG-KT, ECCLLQMD182G-I(f, ECCLLQM04,S2G-KT, ECCLLQMD6,6DG--'KT, ECGLRQMD3.S2G4(T, ECCLROMD4.62G- KT, ECC.LRQMDS.SOG-KT 3 HGUM525, HOUMS.50, HGU:M7,00, HGUM725, HGUM9.00 4 LGUM25.2, LGUM263, LG1UM26.4, LroUM28.2, LGLIM28.3, LGUM26.4, LGUM210.2, LGUM210-3, LGUMI210-4, LGUM". LGUM48, LGUM410 5 MBHA312/9.25, MSHA3.12I125, MBHA2_MT25, MBHA3.5619:25, MBHA3S8111.25, MM13HHA3.5B/11.88, MBHA356/14, MBHA3.5&18, MIBHA3:58/18, MBHA6.501T.25, MBHA5,50v9.25, MSHAS 50M1 25, MRHA5-50111,88, MBHA5S0114, MBHA5 WnS, MBHA5.50118 6 MBHU3.50.25, MSHU3,65Ml,25, M13HU3.58111AS, MBHU3,56114, MBHUS,58/18, MBHU386tiS. MSHU6.5019,26, MBHU5.50111.26, MBHU.5.60111.88. M1311HU5'60f14, MBHU5.50/1B, MBHU550118 ern# Product Model. Nymberar Name 1 SDW2 3% SOW22330.SOV9=18, sDW22468, 3DW3Z800, SDW22000, SDW22038, SOMW4 2 SDWC1SM. SDWC15W0 a SDWHi9300DK SDWH194OWS, SDWH4g80DDB, SDWH19800DS, SDWHI01000DS 4 SDWH274000; SDWH27WO3, SOWH278000, ISDVN-1271000G, SDWH7712000 5 SDWS16212. SDWS163DO, SDAS10312, SDW518400 e SDW819=, SOWS1971Z SDWS224D0,SDWSZ1=:SDWS22512, SDVV822i3J0, SOWW2600,SDY=900,SDA1822100Z SOM221100, SDWS221200,SOWS221500 7 SOWSW300DB, SDWr'22400DB; SDW=WDDB, SDWS22800DB, SOWS22800M, SDWS221000D8 8 SDWSR2312DB8,3DWS22612DB8 9 SDWS27800SS, SDWS27400SS. SDWS27500SS,.SDWS27SWSS, SDWS27800SS. SOWIS271000SS, SDWS271200S8 10 SOWV/3400 11 STN22 Product Description Masonry Plat Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Seem Hangers Masonry Beam Hangers Product Description Strang,Drivel SDW EWP-PLY and TRUSS -PLY Serowe Strong-OrIve SOWC TRUSS Screw Strong -Dr" SDWH TIMBER-HEXSomw Strong -Drive 80" TIMBER-H EX H DO Screw Strong-OrNe, SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw 0ntenor Grade) Strong -Drive SDWS TIMBER Screw (Exterior G rade) Outdoor Aemnts Structural Wood Screw Strnng,Dr0s: SOWS TIMBER SS Screw Strong-DriveSDWV SOLE -TO -RIM Sonrw .Outdoor Accents Hex.Heaci Washer lFL#Id383-R3 AW Pfnduct Modal- Kgrabbror Name 1 AS 18, AS 1885, AS 18S6 18 gs Ttus%Patm 2 AS 201-18 20 gs. High Strength Truss Pate 3 AS-20 20 ga. Truss Pao 4 ASHP "Plate Connector FL#167304W Ssa / ProductModal. Numbar orName ProductDaaddMinn 1 Er.HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM50, GDPM-75, GDPM-100, GDP%GW W, QW-76,GWAUD, GTH Gos-at0ratedfastahers and assemblies 3 PDPA, PDPA-K, PDPA-M0, PDPAT, PDPAT-K. PINK RNWP, PINWP-W, PDPAWL, PwWer-actuated featonsrs, threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL.3�K, PCLDPA, PMLDPA, PTRHA9, PTRHA4 4 SET-3G Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products IMFor oteot inks to err seT approvals (sled below, cu Ks Heat„ Far addtAarel irdarmanon togvdhq Florae's etatewata Prodrot AppravW rsyarem and Maml4�rado Ccurnty Updated 12130Mo Naaae MAccepta9cs (NOAj, CLit_v- H<a 11 HUS; HUSC sakes hangers Face -mount hangers available in widths rangingfrom 1.5(B'to 3. 91te" and heights ranging from 45118" to I I" Concealed flange veralon 04USC) available for models having width squalto Or greater then 3.0/16" 12 IU S sailes?hangets Face -mount hangers available in wldthe ranging from 1-7/S" tc 3- 56' and heights ranging from 9.1le to 16 13 LGU3.25-SDS, L0U3:89SDS, LOUS 2SAM Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUCW, LU0210Z Face -mount hangers 18 LUS serves hangers Face -mount hangers available In wtdt'rs ranging from 1-GMV'to 4 SIB" and heights ranging from 3" to 10-W6" I MGU8, 135D8, MG1.15.25.60S MGU5.50-SDS, MGU5,SZSDS,MG,U7.00.508 F*m-mount hanger8 18 MIU ashes hangers Face -mourn hanger* available In vedths.ranging from 1.9M8" to 5" 1/8" and heights ranging from 6-1611V'to 10-itZ'. 19 MUS26, MUS28 FAta.moUnt hangere 20 SUR, SUL SURC, SULC series hangers Skewed face-mernrt hangers ovelable in widths ranging from 1- 9116" to 3 9r19' and heights ranging torn 3-1/1 &" to 13SI4" Condssted flange version (SURC, SULC) available for al double 2X and 4X models; on y souse isinge is aondealed, 21 U series hangars Face -mount hangers available in widths ranging from 1-01V'to 8" and helghts ranging torn 2-5W to 11.114" FLINI OW-R8 ANI Product Model, Number or Name ProductDeacrlotion 1 BA series hangers Top flange hen ows available in widths ranging from 1.91181'to 7- 118" and heights ranging fiom 7-10' to W'. 2 tDGBFSeries hangers Top 'flange, hangersswailebleInWdtheranging from 3.5/6"tali7- 1/3" and heights ranging from 9-I W to 29'. 3 DGF somas hangars Top range hangers available in widths ranging from 1-1 i2' 0 3- SM" and hetghim ranging from 7-114" to 24". 4 DGHF aerl" hangers Top flange hangers available in widths ranging from 1-34' to 3- tiff and heights ranging horn SAX' 0 24", 5 E05, EG7, EG9 pones hangers Top flange hangers ovil(gable in Wdttis angling from 5.1IW to 8- 718" and heights ranging from 11"to 82-1 6 6GQ series hangers Top range Mangers available in widths ranging from 3-518" b 7- 1/4" and heights angling from 11 Atil" to 32'. 7 GLS series hangem Saddle hangars evadable in widths ranging from 3.114" to S-718" a nd heights ranging from S.1 rZ to 28"- 8 GLTV series hangers Top flange hangers available In widths ravaging horn 3-114" to 7- IM8 and heights ranging from I l" to 32' 9 HS "noes hangers Top fortge hangers available in wldthe ranging from 1-9/i s" to 7- 1/2" and h418hts ranging from Wto 32' 10 HGLS series hangers Saddle hangers available in writhe ranging from &114 to 3,719' and helghts ranging from 101PY'to 28", 11 HGLT series hangers Top fangs hangers available In widths ranging from 3-114" io 8- 7/8" and heights ranging from 7-1 r2" to 32' 12 HGLTV Sores hangers Top flange hangers available in wdtho ranging from 3-1X' to 7- 118" and helgMs ranging from 14" to 33" 13 HIT series hangers. Top hanger hangers available m widths ranging from 2511tr' to 3- ivis" and heights ranging from Ia" to W'. 14 HUSTFserieshangers Top flange 16sthangersavailableinwadtharanging from 3-118"to 3.9NWand heights ranging from 5.1 'to 13-1Ar 15 HUTF. HUCTF Sorrels hangers Top range hangers available in widths ranging from 140411" to 5. 111" and heights ranginglrom 3-T116"to 15" Concealed flange version (HLICTF)» valableforall modalshavini;W t equal toot greater than 2-9110", Is HWP series hangers Top flange hangers available in widths ranging from I -W18" to 7- 118" and heights ranging from 5.318" to 25' 17 HWPH series hangers; Top flange hangars available In wtdthe ranging from I.9/16" to 7- 1/2" and heights ranging from 5.8I8" to 97' 18 ITS series hangers Top flange hangers evallable in widths ranging from `1 MlV'to 3- SM" and heights ranging from 9.118'to 19' 19 JB series hangers Top flange hangars available in width of1.9118" and heights ranging from 5.3/8"to7.14' 20 JBA series hangers Top flange hangars available in width of 1-SMV' and heights ranging from 9,8H 6" to 13-118" Simpson Strong -Tie 2020 FBC Approved Products Updated 124=2020' For drset Inks total SOT approvals listed below, CLICK veep R For additional Information regarding Wanda's&;dswlds Product Approval System and MarN-Oads County Nobs ofAcceplence (NOA), cr &gsacsac. 5 SET-XP Adhesive Anohorhx concrete 6 Strong -Bog 2 (.ST62; STI32.4SSi ST82.6SS) Strong -Bak 2 Wedge Anchbr for concrete available In carbon steel and Types 304 and 310 stainless steel 7 Titan HR (THD�K THD-HMS.THDN4SS, THD-HBSS, THD-C& TH113-066SM Then HD Heavy Duty ScrawAnchorfor concrete and masonry ovaloblet with here head In carbon steel and Types 3D4 and 310 ateirdess steel, or with countersunk head in carbon areal and Type 310 stainless steel 6 Then HD Rod Coupler (TH037634RC, THD50984RC) Titan HD Threaded Rod Coupler for concrete 9 Then HO Thrsacted Rod Hanger (T HD82515811H, THOSS71 SSRH, TH037212RH, Titan HO Threaded Rod Hanger for concrete THD50234RH,714010212RH) 10 Wadge-All(WA) Wedge-AllAnchor for masonry ygpA Pjgduct Model. Number or Name 1 AT-XP 2 ET44P 3 SET-XP 4 Strong -Bolt 2 (STEM 5 Teen 2 (TTN2) 6 Titan HD LTH061-14SS. THD-HBSS, THD-CSBBS) 7 Titan Turbo (TNT) FLAf6e37-R3 ft Produdt Modal- NuMberAr Nams 1 X34810l"K,X1S101S,X18I016.4K, XQ1S1016,XQ1810164K 2 XLQ114T1224,)(LQ114B1224-ZK 13 XMQ11481224. XMQ11481224.2K 4 X0114W224, XQ11481224.2SK, X11491224, XQ112191224, X011281224-2K 5 XU34S1016,XU34BIOIMK FLNS532NRO JW 'product Modal_ imbororWamv I 09SC843.5, OSSCB48, OSSC848. DSH5 2 FCB43.5. FC845.5, FC847,5, FCBO5. FC8411 5 3 FPHSD34SiO18, FPHSD34B1016, FPHS034Bl018SK,-FPHSD34S1214. FPHSD34S1214, FPHSD3481214.5K 4 LSFC2.25, LSFC4,25, LSFC6.25, SFC225, SFC4.25, SFC825 5 LSSC4 26, LSSC8.25,. S=26, S5'G4,25, SSC8.25, MSSC2.28, MSSC4.25, MSSC8 25, MSSC4.25KW, M8SCe.28KW 6 RCKW4, RCKW5.5, RCKW7:5, RCKW3S. RCKW6,6S 7 80843.5,00845.5, SCB47.5, SCB49.5, SCB411Z, MSC845.3, MSC847.5 6 9=25/97, SCS825I97, SCS825M 18, SCS82.51118 9 SCW3.25, SCV45.5 ID SJCO.25, SJC10.25, MSJC8.25, MSJC10.25 11 SS83,518 12 XLSH34B14l4,K1S4i78B1414 13 X0161018, X011310le-4K, XQ761214. XQIRI2144SK, 9(Q78S1224, X07681224.3k, X011461224, X011481224.2,5K, XQ11281224,X0112811224.21K, X34BIM$8 5(C, XtS1 D16, X1 B1016.4K, X1 S1214. XlW 2143 59 Product Description AT-XP High-Strangth Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adheeivefor masonry SET-XP High -Strength Epoxy Adhealvelor masonry Saong+Boh 2 Wedge Anchor for mesonry Titan 2 Screw Anchor for Concrete Then HD Hsevy6DutyScrew Anchor for mnaeto available 111304 or316 aulriless,steel with hex heed, and 348 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Oeaoflptfon #10-16 Strong -Drive X Metal Set -Drilling, repoin i Screws wdti 03 Doll Print #12-24 Strong -Drive XL Large -Head Maul Set -Drilling, Tapping Sitsws with #6 MR Potntand Large Diameter Hex Washer Head #12.24 8trting-Drive XM Madlum•Head Metal Self -Drilling, Tapping Screws with #6 Drill Point and Medium plemeterHsK #12-24 Strong -Drive X Maul SNFDriflrng, Tapping Screws will #6 Doll Pant #10.18 Strong -Drive XU Metal Self -Drilling, Tapping Screws with #1 Drill Point Product Desc�len Bypass Framing Drift Strut Connector Bypass Framing Fixed-Cllp Connector #10.16 and 91214 Strong -Drive FPHISD Framing-to-CFS SeR- Drilling. Tapping Screws Sisal Framing Connector Steel Stud Connectors Riodl Knee Well Connepmr Bypass Fnemkrg Slide -alp Connector Bypass Framing Connector Hard-of-WaIrStide-Clip Connector Steel Joist Connectors Bypass Framing Slkle Oop Strut Connector #14-14 Strong-Onve XLSH Shouldered Sell -Drilling, Tapping Screws #10-16, 412-14. and 412-24 Strong -Drive X Maul Self -Drilling, Tapping Screws N N Cn CU N U N Q � � O eC�.Lt `v � Cn O O O O c o CU E: O .� "0 O .� Cn (p 42 CU �- .� ''-11^ VJ Q W J aid C"y �J 430 N LAJ_ Q � a Q� o ``4 C.� o ro c, 10 L H a N CU � wCL ro S c: to C2 a[ La • � ,ro 3 '- � m is ca err ,C A O � f,A O W V 1U 0 CL CL U ^^0 13- 27, 2022 SHEET NO. PA 1.2 HIMAHM 3aAv"AazC0VNTV' VxW:0CTv0M0LSxCMff 1TMSWM3mk Rwa-Vt NoncE, M, AIMEKAPP": &3]RE�NCE S"3== INOTICE (W ACCM&K(:T,: EVIIIENCE BMM%KTARMOY*ZCVZATOILirA"KCOP=CgEOOPVMMV") Xbook Eloaft 33175-1474 MOARDAMCCDX brva" y(na)3LS-25V Fri"315-2sw NOTICE OFACCIZIPTANCE.-IEN D. QUALM ASSURANCE NOTICE 01FACCUTANCEQ2�0A) I. E06amsobultod =der presiattsNOA A. DRAWINGS Mik& DadeI3epz1mcWo(RcZW&y aid Ecoommic7tesunces (RM)- PGT1vd=ft*S1TJW. L M=d�dw&sdie*minp=dsedioft- -5. ThfuP000n I) AkloftrAian. Test. per MJAS 20,94 nordIT"kv, FL- 34275 (SOWW *nder XGA NA 11-0167. M 2) U=&=Static Awrrasm Test, perFBCTAS202-94 CIERTIVICATIONS scars-, 2- Dmwin&No. NM-'070.0, tAed -Vur yll" GIms DourNO-4, aIM% Aeds I 3),WataRwistawe Test$ per FK. TAS 202,94- 1- Nolte ofArcqmce -No. 154 M_ 814 imaW to Vision Eamm Lmared foribm ftmagh2l. .ted khm, dated IM45 V* remod A dated A-LynaMller� P_E_ ed puFBC, TAS 41-94 I.Atp Made Impart T CydW- IV304 PROM L02d*gP4rTW,.TAS 203-94 `WMt RW PVCE1060T ExtrusWis, for Whdows and Daere' dated08/13115, m0913049-. do 044VI7- *goed 28d by beu"=Ww=Dnde CamilravW odwoesswba* 6) Faud EMY TKI JW 27CL144 2- Notkr of Acccpt=wXm 16-020,U kmd tpV=wExmwion Limised fartlm!jr op%T. IU X0*4":not bt,.W ofter &e equ*m "te i0owd I*kKv- The Wkwi-Diwk Conoy P"ve i Ca" Seeika 11, TEM .-.& it- ;_ 7 aWgvft=*ad-V&wri4pand-;`- AM Of "171 "M &�& 400t, CU 100 T= M anA%0ftr SW@s Mn_White) RW PVC Exkmrior 1;1&"]Lq fff ftM=ba& Omaty) "orft AM (in wasofts &=bfivaiDWCmztt�)",serve';hie -right to have thzs 1. Tea Tq= an Llh�-Stxtic Ar ftwn Tat. IwFW, TAS 202-94 by Faws"W11 Tobw Lab. Inc- .1;est Rom NoLTTL $549, dated. HAMS, stmd ind V�ndows anA Dom. 7, dxtM 12ft/16, acpftg on 12129121- Law b us' -de hwlactTest per-FBC, TAS 201,04 r. y -Waknis OnvA F4 F. (r�st vqmM w se*d b vised an 12MFIS ited . 01140 3- Notice of ArmpWnoe No. 15*2 AIS isawd tb Visim Emagim Limised for flieff ofsucbWAwg=4the AWn%qikwmdiAayrev0ke. mcdij�. oc 3, Pyck-W106 *Prmw;rLoW=sPer FBC� US V3-94 6. TkStAVWft 1), Atir TuftatmnTest, per FBC, TAS 202-94 -Btvvm Coated (Painted or Lusbated) White RVd PVC Exoriv Fxtru*ns for fails to *49 Wi d isug;fttion diag= of-0irfi Ading-IgtM clam PKYAWM 2) Uhifwm Stific Air Pn--me TesL perf BC, TAS ZD2-94 - 1%dam and DsoW% dxte� 091134 5� equing an 09130/19. - nim dw nqaiv� ofte sppfiaJ* buU* ca,& bl, Fq"#afi,-= T"&Z I*- bc�, Teat Xvpid No- M 8 717. dgled I U 1115, s*W and 3) Water Uftince Test, per FK. TAS 202-94. 4. Notice afAcuTtance No. 1"712.01 ij=M to ENMGI Feembabou Sobtions USA, IU prodactis�vpprme4 as descn-odhesekandha been ftWpd,to tvwply wf& U Fkwids BWkkugCo4ft seged by 14aknis OxkoA P. E. (Tea mpw nWLW = 024546;aad 024MO) 4) 1,arge Ma stle Impact Tot per FB C� TA S2 01-94 IW. fCF their -Y&N 3W and I*w Skades (Noo-While) Kled PVC Exhm� id�� A& Velocity Huntaor 7Am 2. Tat wpott on I) Air InMm�= Test, Ver FAC, TAS 2W-94 5) Cyclic Wind Presew Lea&*per FBC, TAS 203-94 ExalMons- lar'Wkdows and Dooirs'dated 00011k cqmmg 00 021W21- DT-SAMMON: Serks -5.1576/27M" Vhx?i %ftg Gbsv Dow qt#%fiwveA) whro W & 13.0 mwrv_LMX 2) VOmm Stafic.kk Pmare Tea.- po FBC, TAS 302-94 21ong w#hmwftd up dravinp aW insW10m djapmoftwyl sWmg gbss door, pipamd 5- Notice vt AcaVtawe Nix 164 71L 04 jumd to ENLqtCa VZN�1� SWiDW U SA, Aymm-AL Docuumm onaingsp. mo-sru Rey x'*kd,rv= yizxs*gQ1*wDoorN0A(LW_vhwb 3) WaterReWimm Tint, per M TAS 202-94- by F=Wxtim Testing L2b, Inic. Test Repod No. IFTL Sgt. daUd 12AW15, zkpW and Inc. ft dw -Broom and 1JJhtev Shados of Cap Coated ftM PVC]Exkwbr I 6mugh2l WL p�mpmdbTjn=aftc;mw, dwed 1010345ind lastmvised an MOM s4mrd andscaled W 4) LxV Moak Imp2dTest per FBC- TAS 2101-94 5) Cyck Wind Presmse Lo*UTperMC, TAS 203M sealed by Idaknis OrttA P. F_ (Test tepott =*ed on 0245016) 7 Test tepanon 1) Utdom -Staw Air Ptessave Test� per FBC, TAS 202-94 Esuv*ns, for Vk%daws and, Door� dated 0011516, vqgdag on [WIM 6. Notice of Acceptance No. 1"712403 i=led to ENIMGI Fefte$ffMJiW SifttiM USA, A,L3,=&fifiu, A 6) Fameo Extsy Test, pier FDC, TAS 202-94 2)Large MMk ImpactTest pqFBC, TAS 201-94 I= rcr Om -Mliw RWd PVC 1E3*rbr`ExUvdons for Windows xad Mon- dacd zod &Aalhtim &W= ofvin�t Mi% gbs& door, ptpand 3) Cyt%-. Virind Ptemn Loadugper FBC, TAS 203-94 aphiq on 02-atag. b# FpaWAfton TW4 L& Inc, Tat RcVW No FU �SW "ed 1 VW 5�. qg" and akw4 withmaLted-V ftwiWand iWv� diW= ofviqyJ-sbd4 ffim dow, pq)xe4 1. Ted vqmU No(s) 10-M-7PA4 10-O&MO527t 535753-09, per ASIW-84� I- Ste tible I (Atetl)-aW tA&2 (4metD fbtapVfic&b1e3Waaz=%, desippmans- sdledbyldakni OdegaP-F-.(Tqtop*wviselonOIN40andO101ItWi6) by FOorstratm Testing Lab, Ine, Tea RqmM No. FTL OW (=%ft A-1 thru A-24 dakd ASUM1919aad- ASTME�435, kawdbyEXOVA toVium Exhusim for celkdasic 3, TtW vpxt m 1) Air InMhVim Test. per FBC, T AS 202-94 '211) Vidban Stat ic, Air Pws&m 11W in FBC, TA S 202 -94 1149110, Aped and sealed by Imle A- Canso. P. F. (SabotMW - tin der NO-, t N& Z1- atax 61) natertal atiffed under JV0A N& 11-810t N) RiodVIlift FMT4m (Noawhite) R*W PVC x"Brova camd (Admeder lun*t4 white Ri& 7VC to be tibeledpff 3) W-Ater ReJaMM Test� per M., TAS 202-94 8 Testreporrva 1)ArhdUtmt=TkstVaFHC.TAS2D2-94 JW - 9- Notice *fAccqA=re`No; 144110.11 owed to Vxaav Awmimt bw- fortheir 3. E"a operabledoo" not compbrwA um clea vuftharhes&VwFBCrvq=ew=t as qpqhc*1e 4)LwpMk4&lmpadTmtjmFBC-TAS3DI-94 It Unifom-StarAir Pzvowe Test, jw MC. TAS 202-94 (clWOnd Whiu) Iot?rfim.e, tzpiing ca 07AWI 8. 4� Pbdket waft uu4k sepmu appw,* w be t*vL-wdbyBW1ft afficid 5) C yrk WkW; Pteum Loadingptr F11C, TAS 203-94 31 Water Rewame Test, per M TAS 202-9t 0- Noticeo(Ac Inc-ibrOwk city. stx* mdaesuaw0l y 110st, per FBC. TAS 2M-94 Eto 4) Imp Was& bmpd 1h1 per FBC TAS 201-94 -TradfaM Ulft2cbar� Clem, and C,,ubr FVB Interby m, 7, eq&iog an OMM. U=S wdh nmftd-W ilawinp and uwWWA*,d'kgrWS of -Iftyl dW* ghsr.*W_ pepated L)TJic VU Pmwne Leadingper M TAS 203 -94 RVO&WALaMsMA"be camkre4xfl*rv*=WdqVfi=t= his beeaftedvAlhambabeeatm� by FeoedWioa Testing IA, I=, Test Rqx* No. ]FTL SM7, dated 12/04/151 s*wdaisd Fomed Entry Tea- pes FBC, TAS 201-94 chaiW in the qThm6tebuddigg codex&S%fi%,v1# W*ebq dw perfanume ofO&prodaa se*d b-y Idaftis,Qrtega, Pt. Crw np&t.w4jsed 92tim 6) alc% Wkh =a4w4-% d�=klp and ktaNatioa dqpm ofviwyt Afing ghs . door, Vq==d 1. Statenumt kfta ofconGnmaoxe with FBC-51kftdon (20U) md FBC-Otdidon + Thst vTon, ad 1) AirlaftWina Tw. per FBC_ TAS 202-N -11W_ by F=mbxdm Tol*g t9b, Inc- Test Rgpott*No IFTL 0337 (=%ft A4 ftu A-5), datett (WX im" by=wdkt=, dated 08/IV17, soed& wAed-by Lyon Mer, P-E NOA*smn Of saypv&m 2) Urdm St2fic Air Pasm p&FBC_TA5`) 2-94 VA)MG, s4ped and sealed by 3mV A- Caso, P. E MAwkW jwndff XOAN& H- 1 Statemied hfter ofw fmasdal intmest.. d ated M 8117. issued by vannufkttrer- signed Zar Sams. 86*lising in my ofttpuq*s�m sMC &*axm&Ry vemu=*&n NQA� FhAuxetm co"Iy wA say 3) Water Resubum Ttt� Per FW TAS 202-94 scaled by Lynn Mift. PX. ftetion ofthis X0A " be can for teningimumittmoW otNOA. 4) LVV Mftk IMW Teo ie FK_ TAS 20 1-4 3- LetWof lab coui&vxe. pat of the *" ten npx%. Av,v'jmTiw-NaL,N-T..i3wNoA=wbetpmeodby dwwav& mkmiaaam co=ty,7kwdk,*ad funowedbythe CycAc Wind Premm 1�awfwgyw FSC, TAS 203-94 C. CALMIAITONS, 4. MR109 PtapoW No. 17-0397. daW 05MS11 7. Mpied by-Ishaq Ch=d;L RE. Ifigypol6anofffirMOAikdispbycc*euitsb*UbL* romed Emy Test, per FBC. TAS 202-94 NVEMON: A ropyoffts entmeNOA shall b"vided to &e.wer by *e mamOdmer oi &vkftftv zvA L alongwith' -Wdn ind �- di V=ofvfq)4 j*udew.fM1qWC* b� 14b., Tat RrPort No. Fn N-W dated 12)"15, q'p" and mpare0Y FG1 dated 120115and ka ievised m OV15116. so" abdse*d by AufteArL Milft P E (Subs~ ander NO 4 X& 15-12I.A 04 4. arm 1 Notice afAccounice No. 15,1210.01. ismed to PoTwusuim ft dmsr Sam thaU be avaddk EnwilmOm of *&job We aMeftotatafte 2. Gla*g wwplics wft ASIM&1300-09- T expniwonft14t21_ ThijiKOAr"-ises & 4,q M.�, The m*m4*d dmunmutim was vv%-Wv�ty IdisqlChunla. M 1p"4w Cavorw that 5"wThot 0rodatconvel T.Wussoftli%or Prd;dbe.f CONW01. VW1 sopervuel ,NDA I%. Nak 146 214, MW 100A Nol."195-63 NQA We. 21-420BA3 7440flexMitel AW014,102f 28.. U-11 EmovetwAlikam -Asma 144 3124 Aqworal D*164 Mora 25,10421 F-Woud" Dao.z, Atq* X4,2036 Approval Daft: Mint 26,421 AprA14,2019 Approvil L D.6", Aurch zj� 30,21 PAZ* 1 14 IE -3 JIGT lodquftitc Inc. C-0 Wkdows and Doors, hL. PGTWASW"Jhv� NancE or Accur-ANcE.-m w �Es t X�MOFACCEPXANCJE: EVIDONCESUBINUTED X0T10E'0FACC]EPTAXCY.4.EMXNM 2, lEvidtace Submitted =der previous vab=hW E. ]$"TERYAL MM"'TIOM (tail do*) 3. New xvdewv Silbxaw 5. QMMT at Sam Aga= &gnaw Wft ASTU C518 110mal CeAdWA*y AL )DRAMINGS 179mPim& ASIMM935 '0*1oft!� ASTM E A. DRAWINGS L Dftwing N& MD-$57-0.0.Reril. titlod -V*l SM4 GWs Door NOA a*'v sh!m I ftnoqb 21 of 21, pq=rd by =mn&dunM dated 10)0511-5'=d Ust avind on 2190 1 G_Dw*ArJ-Xo:F0g-PWs, (SafthMed underpres*ns 2VOA.V& J5.440f. 6S) I. D=wiog N o. UD-557& 0 Rev B, IftM Ninyt S Id in# Cyba DoorNOA aW, s1mm I 040-2120. so*$ =d sealed by A - Lynn, Mdki. PY_ 6. Qumft PKt D coqpV4 with ASIV C51 9 M"nal CMAxfivftY 2.22 BUkW ftough 21 of 21,,pnpated by mxmfietuier, dated 1010915 ud last tevisedon,AMI/21, signedand seakd by A- Lyna Mlkr, R F_ s. TESTS br-:0-T, ASIM F 1249, WM-Pask ASIM D 1434 AxIon aoo-Paw ASIM E 2189 I.G. Duqftkt)�-No Fo& ASIM H W Dew Point Developoxmt -'-)W bt 48 bss. Nott-_ 1kis,xvision consift uplacencM of same existing untaBation sam w9hna bead- 1. Test apoM on: -I) AirInfiltutionTeO, per FBC. TAS 202-94 (SvbW#&d ander Ala4ft 1"409-05). 2) Undban StaficAirftew= Test. LoadiagperfW. TAS 202-94 7- VkAon Fiamsiam Ltd. Puft toznpb*S wft PVC-AAMA 3034 3, VokWsq*Spcdfiafta B* TESTS' 3) Water Resist=ce Test. per YW, TAS 202-94. ft Rigid Pot 1. None. 4) 1AWMissile Impact Test per FBC, TAS'291-94 5) Cytbc Wmdftson Loadingim YBC, TAS 203-94 040-0." C CALCULATIMS *v# withtnadmd-v ftwmp =4 Waalbbon. dqpm 4211 PGThdusom Inc Vi%� Fibusiom. Ltd. Pads waVl* g wAt-PVC-AAMA303-13. 1- NOW 9— uits listed bdow and tweed to qvabfyDowsK 791 aodl)e"'M akam. (S4bW*WntFderN0A.1VV IS-04005) Vquad by Fantsbifian Testing Iabx*oq� W�, Tea Rqcds No-: .9. PVC-AAMA 303-13, Vokuituy Speedication,for Ri$W. Po*vW Monde (PVC) Fsteridt D. QVALr "AWRANCE FrL-7897, PC;T PW5520 PVCIFMed Wbdow (slid 6 in paposW). dated 09M3/14 Profik* for Vow DW=mr, I.Ad -VEX-1 by AJAW Faw-AMM Fidedor Pof be 1. lfiam�dc DMWftmt o(Regulatory ad Economic Rtwzm allUtl FIT.,-26M) 07.1. PGT SGDM Alumimm S"" GIm Do" (unit 7 in p"ono Yn-10- catocationpostm 2107.2, PGT.CA14O.Ahm 0utswb*gCmmgw Wmdow (wit Smipsoposao YnL,-20- 10. Notice of Acoq9mm No. 18-1217.14 issae& to Fseq fenewatiop �So� U% bc- for. CIRINICATMNS 2107.3, PGTM620A Abunimm Fbmd VITindow (naft 9 in and FTL-26-2107.4, thm -Tau 300 ftht sbade (MR -who) NNW 9W Pvc Exterw ufr%Aws tar 1. Noficee of Acceptance Xo� 194)M.02 isvw6tvKtwxM Am�sk% hit, fwtbe�r PGT.PW7620AAbxha=F#,ed W*mfunk 10 inpwpasaD dated 07113420. ab signed And sealed by Idahnis Ortegk P.E_ n� Naticeof AwqftiM No. 1"112.02 im" to Emo Feawnatim Saktim USA, 1w, for 2. Notice of.Accqftwe No- 17-080&42 ismd to-Kov-sy. Awn**, or �&k uc. r $w sem O�VW R4pd PVC Lunier Extrudeas hr Vbdows tind Doow', eq*M ca '%entryGlas$ (Ckw iukd MWL%) Gbm hieirbywe- o0tiag ou 07M41231 CALCULA-11ONS 1. An6or vnifization qk4ifions and sWrt.wil angysis. coopbdog wah YBC 701 O=Lla 11 Notice of AccVhm No- 2"283.03 iqua to Emp FmMgmi &"im USA, be- f br 3, Notkr ofArcqpom No. 1&IIKIQ isstied to Vi4m ExuaWas Lkd*d %br dwir -Prom Ca&" OP&h*d,9r Laminated) White R*M n*C Ex#Mor Xxuwiaw for-Wittilmn FA*Q (202#X dated Q472/20, prepated by mm ctmer, *Vwd and swed b- their 'Trowe,& Agbt �shaile cap vwted Whiit- !W'PVC Exawiar Extruskm fei and Doorsr' , expiting.m PY_ 2. Gbz* cotqplies with ASTMEMO-04.-K-12 *ad -16. Ulludows and Dowt", expidug on OV160- 4 Notice, OfAccqgxnte,No� W110.11 Wu:d toVision Emusionslib*ed fm4wr N2= W 1000 Tan 102 and ftbttr dWes Rigid C @BuMr PVC Enes%r A QVALITYASSURANCE F. STATEWNTS Evrodons for'Rindows-and Doors'� cVixing an 12t29/21. Miv*Dade DVartmont Qf?AgubTwyud Economic, Resomes. (K� 1. %ttment Wer of confannawE to FBC 7* Edhion (20;0� dated 04P-= nomd by rn2MXfiMJ.WVF. &*'ned 2nd smikd by Anthonyly= Milier. PE. S`L4,TEMFJf TS E. MATERIAL CIERTMCA11ONS 2. Statement letter of nD financial interest an& of independent, issutdbyumudactum, dated I- SiVenzad Wtd of wdWxneum to FBC TO EdWav, 00"I dated QNV21, mmed �y 1. 14ofice of AcceptanceNo. 10436-5.02 wmd toXamiky Ammica, Inc. fix2ftsir 04/1810, siV" and seAled byAndWqyLyun,-Mlkr, P�E. - --- --- s�pol =d_-aiedbyAWhwyLy=Mt11er. P�E "Trosffolt 'Mulear,'Clear, aadCalw P%7BCbss'1ntvrhky*W, expid* on 3. Pmmte Labdmg Agvemmt damnx!d between, PGT_ dated 0340/15 and sWed by All I Ptinte LabW*. Apftmea daftd 0"Ki betwom PGT 4ftstriq. I=. and CGI WMaC immhed pzfim Vindows and Dom Inic-, signed. by Dun X Rua&, P.E, VP- BaSkeeting on b6dof 0. Ndke afAcdeptance No. 174PM02 ismied toKlmrapay Azowira: hic forftir bothcoaqanies. "SaftT.Gbit (Clear and While) G1w.1u*r1kv#rC, apft on 07MV23- G. OTHERS 1 Iftice of Aczqft= No- IS-11K10 ism". to Visim ftftsioa Limited, for their L Mis NOAnyba -NOM 17'-Q41aMM�TV/CGJ) and %xIatestoTBC2020 (7*E"o�t G. OTHMS "Brown Coatod, (Padated or Laminated) VAdw R#0d PVC ex -)- I pang 041 f2l- I- Mgs KOA nFrises & rtutwx SOM 204420.05 0LAw&M.&sVk*& 041V26. 1br Uladows and Dam, r- expking m 093W-4, , 2- RER Tim propook 0194155 date4 011 1W20agpoved by Idaq I - Cbsud*'RE� exp*g 2. Ue ymn Put xmdated MA CGI file #21-410.01 cq&Wg 004126. 4. Notice of Ampbace No. ig-1106.11 woW IoVisix Exhusions Limbed forthm 04114(11. sefies "IT i000 Tan 202 and Ighw shades (Nm-WWte) RWd Cetgar PVC Exterier Examsbins for Windam-and Daori-. 12/29V21. ftpk* on I �tn ldmq 1 C30mu, Tso Pm%vice".91 ruo sawviw P"Aml Cvwd Vok supanixw pft" 0"Od tT*v Sqwlbw XQA 11% 214*960 NOA No. 21-420S,13 Y*m0saVAtm AVAIL4,1026 Zxv1rxtb*DPo&: AVA114,1016 W > 2 o 2 CU 0 Cn 0 0. %_ — = 0 M Cn 0 -0 .0 4- M U_ %,- 0 CU > — Cn a) WCU E %_ 2 Q. CU -0 -&- cn ca. < W MJ C%A C:, �Li K Jx log CLP '0 t 3-9 4M 4P Cn QD E (D CU CU 2> > C1 0 CL 2 Cn co < CU LLI Z z _J Q_ SHEET NO. PA 1.3 May 27, 2022 cn > 2 MMX MIAM� MIAMI-DADECOUNTY 2 PRODUCT CONTROL SEC7 COD cc 2 ION Cast -Crete USA, LLC Cast -Crete US -A, LLC Cast-Cretr, USA, LLC CU -a a - DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) ll 905 SW 26 SMO, Room 209 I--# a) a) Mismi� Florida 33173-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(796)3tS-25" NOTICE OF ACCEPTANCE: EVIDENCE S_U NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C.) 4.5 U) CU -cu in NOTICE OF ACCEPTANCE (NOA) www,mi*mW&d&zov/ewnomv 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 0 -0 -0 0 2 0 - = a) Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 21 C .9 3: C U_ Seffher, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details sheet I of .0 CU %*- CU 0 -Z5 prepared by Craig Parrino, RE, dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1. dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6 & 12 0 > -0 SCOPE: "Cast -Crete 4 ", 6" & 12 " Lintel Sqgre Load Tables", sheets I through 3 of3, prepared by LT4612, titled "Cast -Crete 4 ", 6"& 12 " Lintel Safe Load Tables" sheets I I Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all E 2 L_ This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P-E., dated March 24, 2003, last revision #1 dated April 2a 2003 both through 3 of 3, prepared by Craig Parrino, P. E,, dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. E., on 08119114. C/) -6--o CL Cf) 2 cn- The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.R. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on CU 40 U) < Section to be used in Mimi Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS 71 (AHJ). 1. rest report onflexural testing on 4 ", 6" & 12 " Precast Concrete Untels Filled and B. TESTS L None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared 1. None. C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other thim Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 3 0404A, dated 04110103, signed and 1. Calculationsfor Cost -Crete Lintels. dated 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fafls to perform in the sealed by Christopher A. Hamors, P. E. C. CALCULATIONS prepared by Craig Parrino, P. E., signed and scaled by Craig Parilho, P. E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculadansfor Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fidh to meet the requirements of the applicable building code. Parrino, A 4, signed and sealed by Craig Parrino. P.E. 1. By Mami-Dade County Department ofFermitting, Environment, and Regulatory Affairs. I Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. P.E., signed and scaled by CraigParrina, P.E. L MATERLkL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRtMON: ( Cast -Crete) 4", 6" & 12" Mgh Strength Precast and Prestressed Concrete Lintelt D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1, 1. Quality System Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Pardue, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002, 1. Letter from Cast -Crete Corporation, dated February 03. 201Z signed and sealed Parrino, RE, certifying compliance with the Florida Building Code, 2014 Edition Lintel Safe Load Tables-, sheft I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24,2003, last 2. Cast -Crete Quality System Manualfor Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Panino, P.E., on January 22, 2019, all bearing the Editiom 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 0 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Mimi -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. z MISSELE IMPACT RATING: Large and Small Walle Impact Resistant 1. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details� sheet I of 1. A. DRAWINGS IABELING: Each lintel shall bear a permanent label with the manufacturres name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. Alone. B. TESTS County logo. "Cast -Crete 4 ", 611 & 12 " Lintel Safe Load Tables". sheets I through 3 of 3. prepared by 1. None Craig Parrino, P.E., dated March 24. 2003, last revision datedMarch 11, 2008. B. TESTS W RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1. None. C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1, None. TMUKINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None, C. CALCULATIONS D. QUALITY ASSURANCE materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any produc% for sales, advertising or any other purposes shall automatically tenninste this NOA. Failure to comply with C. CALCULATIONS 1. None. 1. ByMami-Dade County Department of Regulatory and Economic Resources (RER). =I any section of this NOA shall be cause for terrn instion and removal of NOA. 1. None. D. QUALM ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTIJUMNT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Afiami-Dade County Department of Regulaory and Economic Resources (REV. 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Mimni-Dade County Building Code Compliance Office. be done in its entirely. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy ofthis entire NOA shall be provided to the user by the manu&cturcr or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available fbr inspection at thejob site at the request of the Building Ofricial. 1. None. Crete USA, Inc., dated O&V811 7, signed & scaled by Craig Parrino, A E. C= This NOA revises NOA N 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, F,2, E,3, E-4 and , /_ d d// /Z Ad Wt zf S? '.tl. E-5 as well as approval document mentioned above. - - ilmy'A. MAar, P.L,ALS. ii e!:pvVelmy A. Makar, P.E., M.S. CAHefmy A. Makar, P.E, KS. C14 -0 > ­1 CD The submitted documentation was reviewed by Relmy A. Makar, P.E., ALS. euct Control Section Supervisor Product Controil Section Supervisor Product Control Section Supervisor MIMAM Ak_1 NOA No. 20-0630.15 NOA No. 2041630.15 NOA No. 20-063(LIS NOA No. 204)630.15 C30 >1C Expiration Date: 09111r= Expiration Date: 09/11/2023 Expliratiou D&tL- 09/11=23 Expiration DaW. 09/l1t2023 06. Approval Date: 09/20/2020 Approval Date.- 0812012020 Approval Date. OLIM2820 Approval Date. 09/201MO C N It Page I E-1 E-2 E-3 CL Cut -Crete USA. LLC Cast!!Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTF M 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS L None. 1. None. B. TESTS B. TESTS Cn 1. Atone. 1. Atone. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Afiami-Dade County Department of Regulatory and Economic Resources (REP). 1. By Maml-Dade County Department of Regulkaory and Economic Resources (PER), E E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS -6-0 1. Atone. 1. None. =:3 F. OTHER F. OTHER 1. Compliance Letter with the F7orida Building Code, 2017 Edition, issued by Cast- 1, Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- U) Crete USA, Inc., dated 08108117, signed& sealed by Craig Parrino, P. E Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. CU S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. C) 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of > 1, prepared by Craig Parrino. P. E., dated March 24, 2003 and Drawing No. CL L T4612, titled "Casr-Crete 4 ", 6 " & 12 " L intel Safe Load Tables ", sheets 1 0 < through 3 of 3. prepared by Craig Parrino, P.E., dated March 24, 2003, last -4-8 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on 0 January 22, 2019, =3 _0 B, TESTS 2 1. None. < C. CALCULATIONS 1. None, Cl) D. QUALITY ASSURANCE L By Mami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None., F. OTHER 1. Article of Conversionfor a name change. Uj < Offelmy A. Makar, P.E., KS, Cl Heliny A. Makar, P.E., M.S. Z Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 KOA No. 20-0630-15 z Expiration Date: 09/11/2023 Expimtlon Date; 09/11/2023 < Approval Date: 0840/MO Approval Date: =01020 _j CL E-4 E-5 SHEET NO. May 27, 2022 1 PA 10 / 11LIE =ComL PRODII 11ATInN RKPOI A111 1041711111-01 2 A11M REPORT .1110.2247n.,1111 3 / TILLIT MISTING a EMINERRING COMPANY 2-2. TE1111TIMPORTS; S. MMERIAL CHARACTERhITI-CAl AND. SPECIRGA7110HISID WAT,TFIR A. 77LUT, JR., ?Is. Large missHe Impact and fatigue load test* were performed under Protocols TAS $hall be stirictly In woordance with General Not" and Components indicated on 201, 203 as par section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 28, of Product Evaluation Document (P. E.D.), drawing as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as Indicated on Bihosts 1, 7 and 21 of Testing, Inc., Reports # 96-669 dated 08/09/1996, #9&570 dated 09118/1996, 26, of Product Evaluation Document (P.E.D.). drawing No. 20-176. PRODUCT EVALUATION REPORT #96-T30 dated 09120/1996, all three signed and sealed by Hecitor M. Medina. P.E.. Fenestration Testing Laboratory, Inc. reports # 2= dated 04/`18119N and 1112128 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONS OF USE: REPORT NO.: 20-0?21LDI 0219.01-09, dated March 4. 2009, signed and vested by Edmundo LargaespWa. P.E. and Henry Hattem, P.E. 7.1. Shell be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE., July 28,2G20 Tensile toot report No. DCM-197 by QC Metallurgical, Inc,. dated March 13, 2009. an sheat 1 of 26, as well as General Notes # 1 thru 4 and 11 th ru 16, indicated on sheet 21 of 26 of Product Evoll ustion Document (P. E. D.), drawing No. 20.176 PRODUCT CATEGORY: Shutters signed and seeled by Frank GrEft, P.E. prepared by T*ew, Inc, and signed and sealed by Walter A THIII, Jr., P.E, PRODUCT SUB -CATEGORY: slarm Panels 2J-WJRIJCMRAL ENGINEERING CALCULA31ONSe 7.2. Product may be Installed wkhln HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on Section 1020.2 of Me Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Clapholl PnA=dan length based on ratlonal and comparative, analysis, and In accordance with 7.3. Product shall only be Installed Into poured concrete, concrete block, and emaugligUA& 4800 S.W. 51 Street section 161e ofthe Florida Building Code. Calculations prepared by Tilleco, Inc_ wood frame structures. Dettle, Florid@33314 dated 11103100 and 03112/15, soned and sealed by Walter A. Tillit, Jr.. P.E. 1,PURPOSE F EYAUWION: 3. MISSILE IMPACT RESISTANCE, Product Evaluation Report prepared by Walter A. TIIIft,, Jr.. P.E. (Florida License This Is a Product Evaluation Report Issued by Walter A. T111111t, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 4416n President of Tilloco, Inc. (Florida CA-0000719). ID # 1900) to the Global Protection Products, LLC, Rule Chapter No. 011114010"'ll 6 1 G20-3, Moth od I D of the 11111 a rl do DRIP a rt m an t of Sualnes a a nd Prothookmal Regullotlon. 4JAND LOAD$ RRESIUAN= 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind N. Tk,!� , Eh This product Is heIng Issued an Evaluation Report as described herein, and has been for pressures. Maximum panel WVM shall boas Indicated on sheets 8, 10, 14,15, 16. 19, 25 and 26 of 28 of Product Evaluation Document (P.E.D.), drawing No. 44167 I _.11* 1* verified! complionclo In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for ft purpose Intended 20-178. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, STATE OF at least equivallent to that required by the Code. 14,15,17,18,19,20 25 and 26 of 26. of Product Evaluation Dowment (P.E.D.), drawring No. 20-176. FtOAID!, This Product Evaluation Report shaD be subjed to review and revision In cm of I INSTALLATION: /A POK4 %I011111110111 a Building Code change that may ~ Its limitations and conditions Installation shall be performed strictly in accordance with details indicated on WATLL 2. EWDENCIE gUBMIrTIEDs shoots 3 thru 7, 10 thru 20, 23. 24 and 28 of 26, of Product Evaluation Document DA TI LTECO ADMON RECORDS I P. N. REPORT.20 1i GLOBAL PROTECTION PRODUCTS, LLC 20 GAGE 2.1. PRODUCT (P,E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIM OnWIL STORM PANQk ORWO 9 20-170 REPOWS 204MOI EVALU JM_D0CUNEKL(PLU- Drawing No. 20-176� rded 020 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14, 16, 25 and 20 Of 28. of Product Evaluation Document sheets 1 thru 26 of 26 prepared by'riltsoo, Inc.; signed and sealed by WaW A. (P.E.D.), dnowing No. 20-176. Tillit, Jr., P. E.; dated 07128/2020. This drawl ng Is an Integral part, Is Evaluation Report. ITIL*, -No. 44167 T". 167 SIT. E OF 6355N.W36thSuw4Sisite3OS,Mism!,Flofl4gL33166-Phm.(305)8 1 .153 9 63) ill CAM THAT PRECAST STOW, OR PRECAST COM-1, PANELS. STUCCO OR WOOD MMM K MUM ON THE A" sts"S"No ill" "NONOWS SHALL BE LONG VKK'p to REACH THE "M STRUCTURE OD" SUCH KVKLSL I STORM PAMM WON Of THIS PROMICT r^IAT*m DOCAPINEXT (PEA) HAS KEN MWM FDA CCAIPLANC: IN ANCHORAGE 11KALL BE AS MENTIONED IN 0.0 AND IN 8.2). ACCORDANCE WITH nit I= (?m contow) or THE njosolit BUILDING; coK (C) 10 QRSTING WOOD fMIN- MM DOWY- C - IXSSAWj DESIGN WIND LOADS 04ALL BE DETERMINED AS PER SECTION tSQ0 OF THE ANOVE KN� COM fop a r ITT TM W1LjjKM=AULIf AND) Ts"M SN"Oft)(CaU - 1/4-6 VAPCOM ANCHORS, AS MANUFACTURED BY 1.7 W. WILMOK. 01C, 014-10 PAMUNATE FEMNI 10 AND PMD.&Alr PLUS M400M AS MANUFACTURED BY FLOO CONMRLACTNON PRODUCTS 1/4 PER FOR A 7-116% Los so OESM PRUSSUIFIE RATIN" IMOICATOD ON 94EM 7 THIW 12. 14, 13, IS. to & 20. LAO NO.S. x VW WOW ILWWZ AS DSTR&JtM BY ALL POSIT SCREW, SOLT A, SPECIALTY Co. IN ONO" to VICINITY IK ABOWE CONDITION. ULTIMATE DOWN WOO LOAN DETERMINED PER ASCIL 7-16 SHAILL K row INDUCIM, 10 Also DESIGN WIND UOAO$ of MULMYW THEM BY OA IN CM" T13 C 1) MIMMUM TRIMADED PEW1111,110" IWO WOW OF TAPOON ANCHORS SMALL BE I I/r AND 2- FOR MCO PANDANTIE PLUS COMPARE THEM W/ MkX (A.S.0) OtiM PRESSURE RAIIMOS IRCICAIIED ON SHVETS 7 SM 17, 14, is, 16. is A 20 AND INITIELMALS FEMALE ID. IN ORDER 10 VERIFY THAT ANCROPTI, ON THIS PILD AS TESTED WERE NOT OVER STRESSED. A SU POCWAR IN AUDWAKC C.2) MPAMUM THREADED PENETRATION OF UAG SCREW. INTO THE WOW FRAME UNIT %� BE No POKAGO PENETRATION INTO Sn#CCO SMALL K CONSIDERED AS PART OF YK REQUIRED THMACM PENEMAnON PAM FOR WIND LOAD$ W43 SOL USED 94 THEIR ANWIL"Is I-AP06M SAACING TO WOW WAS Wool W�� IN ACCORDANCE WFIN k.D.& 2019. C.3) MINIMUM EDGE 011117MCC OF LAG SCRENS. INTO WOOD SHAILL BE AS RADICAMED IN THIS DRAW= STOW PMa'S ADEQUACY FOR IMPACT AND WOO RtWM= HAS SM VERIFIED ill ACCORDANCE WITH SECTION ISH OF THE AMC MDffV" CODE AS PER HURRICANE DOGtNW" & 70TWO MG. REPORTS "-$". WS70 As N-T30 APO C 4) MMAN PENETRATION OF BEGO SUMW SHALL BE VW� 1/4' 0-20 SCAM USED SN%A OF 1 1/2- LONG I FENESTRATION XSFWG UNA INC.. WOM IN32 At #2126 . AS PROTOCOLS TAS-20i. TAS-202 AND TAS-M 911OULO STUCCO EKIST, AND I* UO*kW IN WALL$ WFT% 100 STUCCD. AS NU AS AMOICAM TEST LAD Or SOUTH FLORIDA RltPW AS PER TAS 201. ?AS 202 NO TAS X3 SE-AGWM. C.S) *I CASE THAVY PRECAM STONt. OR PRIECRSI CONCRETE PANELS. SrUCCO OR AVOID BOARDS BE FOUND ON THE EINIING 2 ALL ALUMINUM DITRUSIONS to K 0063-10 ALLOY NO TDOM jum-Ess OTHEmosta, NOTED) SIX SMITET 2. WALL 4VWM BE LOW ENOUGH 10 BEACH THE MAIN STRUCTURE SUNIND SUCH PANELS, ANCHORAGE SHALMLIEL AS MENTIONED IN C_ 1) . C4 * CA) 3 ALL OLLUMN SHEET METAL USED AT CLONAM SKAILL HAVE 3105-1414 ALLOY (0) ANCHORS SHALL K MPAUM rOLLOWINO ALL OF IM IMOOAWNW04 AND VUF)CATIORS, OF THE ANCHORs ~ACrjKp A ALL STEEL OW ME'TAL PANELS SMALL NAME STRUCTURAL QUALM SIDEL ASTIN A�ftj ORW go WANUM, a -So GALVAMM STEEL DES*qAYM W/ft- SL3 io (AFTER ROLUW) 6, PANELS MAY AM K INSIA11 "ORgUNtALLY FOLLOWING IMPIALLA11000 DETAILS SHOWN ON SECTION 3 THROUGH 10 ($Hem 4 THROUGH 6) DUPT THAT WADUS Q) SHAU. NOT BE USED. 3 ALL SCRINIS 10 BE STAINLESS STEEL 3414 Olt 310 AM I Oft CORROSION *01WANT COATIO CARBON STEEL AS PER DOI SWIS W/ 50 AM YIELD SMOOM AND 90 AM ?V4U STRINGTH Ai SHNIA, COMPLY W/ FLORIDA BUILDING CODE W it SOLL K THE REU"PBBJrY OF THE OWM4C" 10 %0" THE SOUNP"CM Of ?HE SIRUCIURE WHERE SHUTTER 8 To BE SECTION 24ft.4.16. ATTACHED TO INSURE PROM ANCHORAGE TIN SHUTTER SHAUL ONY K ATTACHED to COMIGREVE WILD" 00 WOOD AWAK BUILDINGS. 6. WLIS To BE ASIM A-307 GAILVINNIZED STEEL OR AM 30* UPIES STAINLESS TnEO- WTFK 36 BAN WNRAAA YIELD STRENGTH. 10. EACH FIE"FLAR STORM PANEL WITH LENVHS OVER V-9 TWIROUGH 12'-4% AS PER SMIOG 0 4 Q A 10 AM ALT17PAWKS it#, I ANCHORS TO WAU. SHALL IN AS FOLLOW 9W & ION ;�� M & 12 11094=10ELf. SK41 KAME A UE I AND 011101MV V54U Ni6;Z INSTRUCTING OMER OR TENAMT TO WITH APPLICABLE REINFOROMADIFT OLMO PON= OF HURRICANE WARNING W 9)0&= POURED TAS I I THE INSTALILATICA1 CONTRA" IS 10 SENjCAULX ALL SI4UrMR COMPONENT EDKS WHICH REMAIN IN COWWAOM CONTACT IIATH TAPCON AMCH.00RS MANUFACTURED BY I,T,W 0".)(, THE. 00h, r-3192 pi) THE SUIUDING To PWWNT WXD/KAN INTRUSION. _yt/4'4 1 /4 9 7/8' CALit-IN A#4CHGR% AS ~ACrUMM BY DERALT 94C. (ON. f'..300010 p..,) 1/4� 1/4* SOUO-SET MC4401M AS OISTIRSUMED BY ALL POW SCRIV. BOLT A SPECIALTY CO 12 STORM PANEL INSTALLATION SMALL COMPLY WITH SPIEC$ INDICATED N THIS DRAWN PLUS MY "DiNG; An ZONING ROQUIATIOK (kon. 1'­30011) p�ij PROWIDED BY THE JURISOICITON WHERE PERMIT 13 APPLIED TO Pit-10 PMWAiOkif FDMAA 0 & PMELMAIT PLUS ANCHOR& AS W"ACMW BY ELOO CONSTRUCTION PRODUCTS, (MIN. f'-3350 p-0 13 (a) INS PRODUCT EVAULAVION DOCUMENT (P-E D,) PREPARED ITT THIS ENGINEER 6 GlAtim AND GOES NOT PROVIDE *r~tK* 114-0 Cf T4P-OW AICHORS, AS MANUFACTURED Sir 1111U-FAST CORPORATION (r-3600 w-) "IN A 9111 SPECIFIC PROJECT; i .. WHERE PC STU CONDITIONS WMI FROM THE P ED &I) Wg" DAVAIEN! OF TAINCON M040M INTO PVJRM CONCRETE SMALL K 1 314. 2* FOR PAN11MATE FEMAIE (b) CONTRACTOR TO BE FOR THE XLECTION, PuRCHILSE AND SWALLATIM INCLUDING LIFE SVETY Or THIS FIRODIXI ROM ON THIS PIZ P11100011) HVSHE DOES MCI OCIANIT FROM THIF CONDITIM DETAILED 01 IMAS Dacuww 0 00 PAMC"TE PLUS AND 1 1/4- FOR OF TAJ-404P MCHOM, CONVTWJCnM SAFETY AT SITE 2 THE CONTRACTOR$ RESPONSIBILITY A2) CA1UL­IN 0 SOLID -So ANCHORS SHALL K EMBEDDED 7/8- WI`D THE POUIRD CONCRETE NO 151111EDWAII MO it) THIS PRODUCT EVAUIATION DOCIUMENT WILL ME GOINSIDEM P&AUQ IF MCCIFIED� linicou SHNILL ME muffm 1/4' 0-20 SOME USED SMALL K I llr LONG VPAIW SHOULD STVOCO 01117. AID I* MINIMUM MR WAU.S WITH NO STUCCO. ANNE) MAY OF HEADED SCOW" ON ALL ?%WAM SCRIVIS W/O WAD. to) Sri[ SPECIFIC PRQXCTS 1114U. IF PREPARED By A FLORIDA REGISTERED Ek%WM OR Anclistrar WHICH wu BECOME THE a" WITH W" ARM EMMM Or WXM (E.010L) FOR tK PROJECT NO WHO WILL BE 0113PONISMILE FOR THE PRIVID1 UK OF THE PX 0 U404M Of I== WTM AS A OGJMATM 04OW TO THE AS) *I CAK THAT PRECAST STOM PRECAST CONCRETE PANELS, FAMIDIS, STUCCO OR WOOD &CARDS SE FOL40 ON YK P to, ENGINEER, %MAL iiioW To no LAnt* ik SITE spielfic ofJowas PON niview. COSTING WA.L OR FILOOR. ANCHORS 04ALL BE LOW ENOUGH TO IA[ACI4 THE MON STRUCrUlK SOUND SUCH PANELS ANCHORAGE SMALL BE AS MENTIONED IN AT) AND 0 A.2). (0) THIS P41), SHALL BEAR -THE GAVE AND ONOKAL SEAL AND SOMAtURE OF 114. PROFESSIONAL pa� Of THAT PREPARED IT, TO EKlIn" TAPCON AWWRS AS MAJOLFACTLIFIED BY I I is SUILM, INC. 14 =EA SHLFW :C�� BE LOCATED ON A POKY 1ASW LOCATION AT STORAL ior;r" :/4' : _W /4' 0 7/w ANCHDRS, AS V~ACYURED IN DEWALT WC (Miss 1`�IbW pa�;.) CALF, 1?00.9.3 OF FLORIDA BUILDING ODDL ONE LABEL SHAILL K PLACED "A D"? CPEAANCL LABEL" to COMPLY WITH SECTION tj".9.2 of TME 1/4-0 X 3/4- SWo­-SV ANCHOR& AS wattourm BY ALL POINT SCREW. sat a SPECIALTY CO. FLORIDA BUILDING. COOIL (wk. 0 014-1 FIVIDJAIVIF 1`1011ALE 40 AM PANIUMATE PLUS ANC14011%. 04 ~ACTURED BY MOO CONSTRUCTION i4kwt" THIS MOM SMALL ONLY BE UO 10 DRA01 PERMR5 IN ?HIE PATE OF FLORIDA PRODUCTS (WIN r-207' P"l) 1/4, 0 CF TAP -MP ANCHORS, AS MANUFACTURED BY TRU-FAS7 CORPORATION 8.0 MINIMUM DABCXW Or LAFACOM ANCHOR% ELOD POIDLA"m AND Or TAP-W AwK-moo. THE FLORIDA BUILDING CODE (11119h Velocity Hurd" ouxii JArr INALL BE I I/e. 'Boo "L"M M 1 20 "BE GALYAWD STEEL SIM lAmma+ ILZ) CALX-IN A, SCUD -SET ANCHORS SHAU. BE 000= 71r INTO 74 COOKCRETE afto"Cx 011117 STUCCO 94ALL K PERMITTED. I/V 0-20 IMUft USED SNALL IME 1 1/2- LOW Exist. AND il MINIMUM FOR NALLs WITH No STUCCO -Itt eylil", - _V16Z, PR=CTION PRODUCM U.C. ___ I _7 111111LIffen. C:4A 2 a ZL FAA -(D ..... . . . . . . . . OR coweam IRA== fArAN" 2. ITT IT 2. CONCMM APCCM = .0% sra-�-- a ramuocmm 1) WALL-MOURM wm,� INSTALLATION DETAILS FOR REGULAR PANELSfh.A...(Q INTO EXISTING POURED CONCRETE OR CONC ETE BLOCK STRUCTURES maim ANCHORB ou IC$4mm on OOKVFLW "$men Da $MGM" ON S-SEM 9 toroulm is, "BIT sewom an 4 7 4 copm POW" -4 J�wc=m THROUum 0) It- T. q) ; =r.- - AWL If QUWL - VD. new, sm a QX_ ;W0 on ORO I CONCRETE BLOCK comcmm BLOCK "cam AN04M K such" Go sm 4 *MOM in ClEllmd Am fic MOUNTM I'M SCALE 3/6-1- 0 A Is Vr ot kL aw MOM j a 1,41UGN 93 (SK 10011=11 011- A is . LNA 0 SNall 9 TWOJO" 5) NUILe go PVKM SCALE 3/5-11 Aunum join maturrim ILD. - EDGE DIFIANDE (SEE SCHEDULE ON SHEETS 3 & 0) "MON CAN BE COKMM IN ANY INAT TO SUIT ANY WAUATOON. oc FLORIDA BUI 40 CODE (Mgh Volootty Niardoom 1!�'j 67 2* USE ULVAMM STEEL STORM PANEL /1-1119-C-0 I PWMMN rimicts. U.C.1 list-, Am SA IR mm ,o, &VAL TL 330% -MRS am bemal-IML Aft - F20-176 C_ /fIti E C 0 1 N \ TILLIT TESTING IS INGINEgAING COMPANY Pl.'r ulxo 44L67 "ALUATION REPORT REPORTNO.: 20-OTZ7.02 DATE: July 27, 2020 PRODUCT CATEGORY: ShUttM PRODUCT SUB-CATIEGORY- Storm Parels PRODUCT NAME- 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Globs! Protocillon Products. 48M S.W. 51 Straot Devis, Florida 33314 1. PURPOSE OF EVALUATION1 This is a Product Evaluation Report Issued by Wallor A. TIME, Jr., P.E. (System 10 # 1906) to the Global Protection Products, LLC, Rule Chapter No. 11114120-3. Method 10 of the Florida Department of Business and Prolsoolonell Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified lbr compliance In accordance with the 2020 Seventh Edition of the Flodda Building Code, and to verify that the product Is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be Subject to review and remsion in case of a Building Code change that may offect He limitations and corliditiOns 2. EVIDENCE MJBMrrTED., &I. PRO13UCT EVALUAWN DOCUMENT IPMD.� Drawing No. 20-175, Wad "24 GA43E GALVANIZED STEEL STORM PANEL', sheets I thru 18 of 16 prepared by Titteco, Inc.; signed and Isolated by Waiter A. Tillit, Jr., P.E,; dated 0712712020. This drawing Is an into :Mwl , ,lon, M Evaluation Report. 167 6-355 N.W. 36th Sava. Svite 30, Muni, Florida 33166 - Phone, (305) 97 - COMPONENTS FOR REGULAR & LIFE SAFEW STORM PANELS (SC&E 1/2-l) -------- MAL 17 IW DOW WK YMM ^ADD, 1 350* -1 3-W D. 0.0m. tie, TWA 14 okvt so 9. GKWJO" graL 0-10 DALY, .4W 2. rip PM A -an TYP. owm so a". G-110 ONLY. ow A WALL A ...... ...... --------- (DSToft END STOM PAN111 z ABIr - ler 1W I/V =Iwk [W-Li�nz loor U6 .M:- %:".& ia"l- W1 HVAMM Wa .110D. fita ILI; I" mwrm S& WILD off" To Am" 0 I I IAQL to.or 3.571s' a ; or Iiiii1it-i I I.Sw per IT sm 01TAL I 21 75 No'"k, - j ' I L f To .093, 2. '093' �3. I L rw INV ISOMURIC VIEW DETAIL Fir _-2.000 R"DED CORNER 0 114011 OF FAINEL'S isto UP W/ HDA" Em. (N.T S) *h" HEADER Amim wrm sma Autur wffH go= STUD j 1/14 6 2/14 .374* 374, 9P TOP wol -OPIT' - .0w, pan .1 Ir L I/eII-24 som T-1 1_7: 1+14 'a I -AM "r .31V SW 12 ilr 04 "'Eno" To W is7i* oar OW C:Cs. `Oar ir a HOLE PON LOCATION AT pma 001" .004 -TTYPj ?.Dow KEY HOLIE WASHER 7 �.Iw. (�) Air TRACK ANGLE 3X_ or ighicK (2) FLAT PiATEn .01147 Im STUD 3.4*0 116 OMS .... ...... . 4 ... . �0 30.0 AA-0 _1 No. 44167 j _3 FLORIDA BUILDING CODE (Nil V09*1ty Wu no Zons)t 14" ISOM oem TARM WIL 01. MUT 20 IMINE GALVARIM STEEL UM PANEL ONO IR, 71n 0110 KEY Air GIAIIIIAL MMCTION MMMM LLC. Am IN, of Sam 0 ze WML IL 3m. AummINMY. UK MOM son 0/00 Rod, MM)M-704 Oft ON)M-vw 20-170 ALLIMINUM ANMLE MONCIUM wxpo W/ OOM*WL M� IN, n"! Sm ku *=I" N1 U11- - �owsolm r '10111111h ft. i COWAtEn KM REQUIRED, It 0197" A WILY Me. 0 to oft 12, low" Pam ED. COMOMME an EA), sum CONCOM BLOCK I T­____.1 W rD OHL =-A (DW QIL 2 U41111 WALK 31TS.- M-La Ile IN A f in MAW PUS am OF %AF-W 9�ON a 4. St WAPA WINIM CONCRETE tam W Mz A 4 SELIEUM SCALE Ik 314.1, -=Ekmrrm NEW I' WIDE , YARMS A VK LO. - M= Dfft#M (DOG NAL ant" Stuoot/ vow &Alto "WX ALLW. TUBE OR I* P1. WOOD PLATE SAAACIN (SEE SCHEDULE ON SHEETS a 4t 9) NEW '"WIDIE. WARS. I/Ir AUJIL TUBE OR I' . WAIES 77 SPAM CONCRETE ANDNM I Cm SDCDLU ON I DCM a BacuoN 9) CAM. �j cxwm PC E in TM VAL ORION LIAM 0 C. em 1 $1210 BUICK ommw"u WAM MAN. THIN X6 SECTION X_X W-ALL 3AIi- REWL FOR SPACERS KOUNO AT TOP 92 ROTMW MM ADJAMM TO STUCCEI/Woort fainns DUNTMS CAN BE WAY TO SLXT ANY CASE Ir SCALE 311- 2 Large missile Impact load teats were performed Under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.13.3, per ASTM E-330. Test reports prepared by American Testing Lob of South Florida, Report 4 08114.01-011 dated =1 1102 wltnesBed by William R. Mahtler, P.E.. Borix Moroz, P,E. and Henry Hattorn, P,E. and Report No. 0219.01-09, dated February 26, 2009, a Igned and sealed by Edmundo Largoospada, P.E. and Henry Haittern, P.E. Large missI14 impact and cyclic loadings per Protocols TAS 201 & 203,os per section 1800.1.2 of the Florida Building Code. Test Report prapsrsd by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23,20110, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. SCM-198 by OC Metallurgical, Inc., dated March 13,2000, toned and asalsed by Frank Grate. P.E. as per ASTM E-8 and Tensile Test as per QC Motlallurgical Report No. IOKM-1310, doled December 1, 2010 signed and sooded by Jerry Jaclofeno, P.E. as per ASTM E-S. �_& WMCIUML ENGINFEWNQ CALCULATIONS: On 24 Gap Galvanized Steel Storm Panel for maximum panel longith vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, ard in accordance with section 1004 of the Florida Building Code. Calculallons prepared by Tlltaoa, Inc., dated 12115flO and 08127113 (for this revision), signed and waled by Walter A. 711K Jr., P.E. 3. MWSILE IMPACT RES14TANCE: Large misaft Impact under section 1609.1.2 of the Flodda Building Code, as per SSTD 12-99 Standard and TAS 201. 24 Gage Galvanized Steel Storm Panel hair been verified to sustain wind pressures, Maximum panel length *hall be as indicated on shoots 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), driswing No. 20-175. Maximum Anchor Spacing sthall be asindWated on sheets 5,9, 10, 11, 13 thru le and 18of 18, ofPnoduct Evaluation Document(RE.D.), drawing No. io-176. 24 Gage Galvanized St" ftrm Panel has been verified for code Compliance, to work as a rion-porous storm shutter assembly, as per SSM 1249 Standard. DJA..0.0.@- , q).O.&W .YI I CAP ."ZORIDII. 1/4, 2/4. 3/4. 4/4. 5/5. 7/5. IW/10, 2W/10. 3W/10. 4W/10, 5W/10, OW111 ar 7W/11 MM_-_ AKMW- FOR CONCRE11, 811 SCHEDULE ON SHOETS 0 A, Mo. FOR WOOD SEE SECTIONS ON %drM 10 At I I 0 - / 0 AS 3 Installation shall be performed strictly in accordance with detaits indIcated on shoolls3thrull, 12thru 18oflO, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum Separation to glass &hall be as indicated on shoots 3, 6, 13, 14, 15, 15 and 18 of 18, of Product Evaluation Document (P.E.D.), drawling No. 20-175. LVAURX CHARACTER11211110 AND SPECIFICAT10NA: Shall be eltrictity in accordance with General Notes and Components Indicated on sheet 11 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175, Anchor specifications *hall be as Indicated on Shoot I of 18, of Product Evaluation Document (P. E.D.), drawing No. 2047S. 7. 1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document (P.E.D.). drawing No. 204741 prepared by Tillecit. Inc. and signed and sealed by Walter X T111111, Jr.. P.E. 7.2. Product *hall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined an section 1 NO.2 of the Florida Building Code. 1.3. Product *hall only be Installed into poured concrete, concrete block, and wood frams structures, Product Evaluation Report prepared by WafterA. TOM, Jr., RE, (Florida License No. ",IM, Pristalclent ofTlIteco, Inc. (Florida CA-0008719). WAMLL CIATILTELCO ADMON RECORDe k?, E. REPORT.2t G&VANIND SMEL STORM PANEL 1,04111WOO M176% 6/5 ­13' NOR I I, mot. I ---------- 9 TFFqi)F -- ------------ BOLTED PANELS ill/ 1/440-20al- = TL11,1*= 1"", (SM SECTIONS AS APPLICAK0 J, -1 A-A-1 _T_ I j. T. F-1 M�.11.;;1­161_19. I --- kit - - 1 wl. 1., 1&­16-1--411131 141 r MAX rum - NO. 1/4, 2/4, 3/4, 4/4. 5/5. 7/5. -1. *1w/lo. 2W/10. SW/10. 4111/10. sw/10. OW/11 a 7w/11 I" SEE =nm ON SHEETS to h 11 REGULAR SMRM PANELS 111) & Q ELEVATION 111T.S. 2.4r (MR. olattop -t !ow wum 1/4' y0m� GAP N SECTION A=A%­-. n FLORIDA KKMC CODE (fth ValefteNry catill 4;'167 - - LT =MR -cm, 20 OW OALVANW STEEL MO PANEL OMAN, ft GLOSAL PRORCTIOM PRODUMI, UC. "em 04)"�*0 !E1 Win '00, 04-OWIR - %11 IN &A.!�L 20-176 OFJWM ft -mv EE4� - =--Mov 3 of IN, INSTALLATION DETAILS FOR REGULAR PANELS(I & a INTO EXISTING POURED CONCRETE OR CONCR BLOCK STRUCTURES _01,110HORM, FOR oomcmm SIX SCREW ON SHOD, 9 MR WOOD SEE KCT*n ON SmW 12 13' M­ 2.67, r IREctow ; I* mA, 0~ .1 WHU WILEY) *u ov . I -=%M=T 1 ; [*- SHITT 2) Imm 9) i P11 7 7 7 NXIS V i: 1 1 son 0 97 @vow" ft ovoto. i t gar, 4� IMBImi - a L if 'T, 66X or i� I _T i �T, Win W 7 =4 MEMO L 7 lit 50111 L Lo'. B�r Bra r 5dX or. L r B, I. Of V SOX VAN of V I, AA, ANCHOR& FOR CGINCAM SIX SCWEDU11 ON SHM I FOR - SOL Kcnm am SHEET 12 RIEGULM STOW eft-Q& Q 111 IEVATM 1/4- MAIL. GAP S.S. SOLT 0^ 0~ -1 WHOLE warr) W" w 12 1/2 MC. cowawm tmcmm 4 OONDm Z�!OXJLC ON ANCHORS StOOM 0) on SCHIMIALIE micidau ON I SHM 9) ON ON SEM= AL -A L-Mr.- So OR WAX 313r- FAMOM QIRIECT MO $" WMNG DIRECT 6W mm. MMWM MtKUUAIM LO. - EDGE OWANCE (SEE SCHEDUILE ON TOP & BOTTOM MDUNTPIGS CAN OF SHEET 9) COMBINED 114 AW WAY TO SUFT AW I OVAUATION. W Cn -Cu > 0 a) = 0 0)0 CU Cn 0 c: 2 C: 2 CU 0 ICU .4- 0 CU > Cn ._-0 Cn a) Cn E " CU 0 :E CU .6 Cn ca. Z Z W mi C%%i 00 C14 'C CD _.) C', C14 in CZJ L-j- MI E 0 3 0- 3t CZ Cz E Q_ Cj U) CD U) CIO 0 L_ 0_ 0_ CIO M L1j Z Z SHEET NO. SH 1.0 .2 11WIL Ions wo.191A7 [6111MR 1em1N-i0111f1q1 a I WEI L, 14 CEO INNER MONSOON in I 'v r-r 10 W-W W-10* To I'-Ir 3' 9, I/r V% ts-%P34f WM Elm Wii� OFAMU aLjiL� I WALI 3/B.I- WQTL NUUAN BE /40 STORM VOW ON TOP 4 Tr� Vj I BOTTOM or OVIDOW JONF14� O= 017 'CP a mz NOR is m mill ilk If 16 �-1 V I WA 1101 0 1131 V I ff�zv to) : a :4 * 11191 : a J-1 L' 14 9wiff VWV 1 11 k (o Z*A 1.111 1h I tw"fols] vwl i z I I 1444 t 11; 1 MAL NWAI I AIM ALTMAMMLAW Amm-am Upumma IM&TALLAIM - SCALL' 1/4' - I- XNA-MOUNM #WALLAIM _ ALILWONT 2W wor, We - I* 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO 455.5, -12.0 PS,f. AND PANEL'S LENGTH UP TO V-111". 2. FOR NIVN WOOD FRAME CONSTRUCTION! WOOD MEMBERS TO BE SOUTHERN P09 NM 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUAL I TOP & porrom MOUKTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALiATON- cmtm A Raw moumtm WMI & rum moumnua (SECTION AT TOP 15 UMM To +5"-67.0 ma. SrAt 1/4 1* A.S,O, DOM PRESSURE PATING) WAL 1/4, - I* rum MOUNIM OWA"TM - SE=M AAW ocAm Ipr - I- compim Commm Is Sor a" ow w. ma scnow 0 M "W" Iwo, no Wool. =! m mm". SWOET is r*I. 2�' IV aw I, rilmAl 2A WA V4 at 4/4 r*i. 2 1IN/13 -i Poum NO, 1111�FTUJ an 7 1' 1 Ift"111011 powl Imm new, ftm) no 0 it I%roz 4 SR. Vir 0 &two Allow mjm 2/14) am Cowan 3/4 ON 4/4 +1. ;jW/15 L10-1, At IW/15 A V4. 20. ALITAIVIR LOCATION J ON UWE swrty PANEL L AWA %V/NO m UnTy F*#W "IcAnom or In .6 is, REA" PAMS W/ am SAFETY 'Wx -2" NOTE 191RAW) no" Tomcc (S" 10 Im". As 1. OPDOW Slou. To Aq _:6 cm ec"aw ON STORM To ffim SHM 14) POUND cwcmm OPTION #1 FOR WEE W IT TO K 00 011 V=6. PANEL( I) & 0A or SnRcnm CONCIlm ANC140110 7 1 tva soda" ft ELEVATION W" Moutalma INST WALL MQ FLOOR unmG 11 SCAE 313rl* SECTM I SCA4 3/6' - I* =-VAIDU SCALE.. 3/jr w- ow, T NOTES an In Rom SIORM k=;;h 4 -N :-P-x I== ... �0' - - - - - 1. In &VITT STORM PANEL :11 ENO PANEL (FIRST OR URVT PAND.) OR AS AN orra" "m- (MY %g%r.1AX IN WrICEEN IND LED LIFE SOT" AVIELS MAY OR WAY ADJAOW 70 OW2 PANELS Olt W/O REMM TRACKS.) PANEL OMMM OF D.DM* GALVANIZED STEEL STORM PANEL AS SECTION B-B E-I'M . SHM 2 OF DRAMIMI. SCALE 3/32--l' THIS PAM ITSELF To K ADAMED oil NVALLED mm IK mot OF STRUCTURE. J. Let SAFM PAMLL REOUIRES 70P TRMCX TO BE COMPOMENT 0 Al BOTTOM TRACK M TOO DPAW#a F,WCM0WWML K OR nOOR MOUNTED FOLLOWING SECTIONS I A THIS I a 2 ON SHM it. WMA BUILD" Cm ("Gh vowe"Y Nu Gone Zone) MOW . AT BOTTOM 4 ON "m amm W- rp. GC"CDULES L& 2, SHED 14. 20 GAIX GALVANW STEEL um pma COMPONENT RD MAY K PERM04XT OR REMOROJILE. 5 CLAM Mmcm PROW= * SEE DETAILS FOR INSTALLATION INTO wmv TIMME BUILDINGS ON SHEET I!1L ".. . ..... /T1LTEc0-'---\ * SEE SNEXT 4 r0ft DOM APKICAKE TO THE NECESSITY MR THE INSTALLATION OF ox 20-176 SPACERS AT TRAC91; 06MILED ADJACENT AW BEYOND TO STUCCO/Wow IM1405. ',WWW OWS" ft� F1m=QZWppT : amll OF P.C. MAXIMUM A.S.D. DESIGN PRMURE RATINQ (p.m.f.) AND CORRIESPONINNG IMIMUM PANEL LEMON "L* SCHEDIA r -'a �m -'&� - - - . - .. - - . A -*A _p" 'r-r OR Lm a IA- tpmvw I Ism 5 a 7 -143. -7" it r_r 0- 13/4- U1401310 I "m 5 a 7 -JOA -72A .9-o' To Ir-jr W- 2 lIr MW%tmrm 0 -4" 1111-V OR um 3 t1r *0 to so - NKM IN/ t/410-11W S& " & mm A; mew 0. banwm or SKIM mum am-y me Piworts M& 0 mrol"Imm: As am mmw*a i Immou 7 m aaftm & & at Ukew Au oma WAWA ow"m ellsom foo to. . 3 Iff or Wom RAW" PAM Lown v JR.) UPON OF vp�&" @"-k oxama Ilm" a "pawn p" 70 cokvmm C= To Mcownum Cm'W Ifto ocommm To 00110" oomcwm ILM Ir VA W^ WA 9' %/A 1. 1. MA I (W) r or WA K/A r Ir Or Ir I Wnw) 1. A/A "A 1. N/A r .1A r 2 (W) or K/A "A K/A r M/A WA Ir K/A 2 ownm -115A -n* Ir - WA WA II/A r W* W/A or WIA I 304M 00 LESS DO an IT. v WA M/A 91 or I, r a "new) VA VA N/A r IVA Ir NIA k/A 7 cw" or V It/A N/A i 9b Ir 0 & I came W/A I x/A 12 lIr 0 t/4, I III /r a 74�- %W= ON SOM" 4@NM now gvno W "VIVO mass SHOWN ON MINUK" 011, We MIM Poll INS =I: 2 ME PMKE 10000131 201100111 MMM MO FAM um" MW IN LM lom ~w IN 010" .*" rm a mo� Low^ m�m 1/4% 1/4% 11-014 1/4% OIL mom omm Oq 3 3 g,jq 3 -.m"wwW 00 a j JIVI lk&� $14 #AIM SL 9 1jr 'Ao AD 70 OVAL 1/4' M . AN I" low DUSPM W V4 *-low Im ". 0 6 1/4- DZ A. FORD. Laws If A) 51-V " a PUS 0 /1 0' Wft I nAtCAT 1 'IM AL Leine to to V-vr IN. 1HRM LAMM INSTALLAINN DEWLS FOR REGULAR INTO EXISTING WOOD STRUCTURES PANEL-SCb & CC[Ell WL 1W Kim% Neo &UNIM 10 4LAW Do LO *vw PUWt 4 US UFM a '�Ww = ""I N MAL 2 NOTE SHUTTER T110,015 NOT MOM MR MARTY NMI 1. tOWALLATIONS ARE ONLY VALID FOR KALMNGS WITH &$.D, DESIGN LOADS UP TO +55.5, -710 PSF AND PANEL'S LENGTH UP 70 W-13' 2. FOR NEW WOO FUME CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DD411Y OF 0.53 OR EOUAI- I TOP At BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Sim so Itim OVERLAP 792 ta/2' D.C. PAM I leg "U.1 1111)"W"14i: [41,W! J-10i Iz ltw'�V! j.:X11. -1-7111 FA-1111 STUDS 0 EVERY OVERLAP �,2 t/2- c. C.) I HDID PANEL - AM W, RARE 1) r Ao� (OW 1) �- AAA oam ponom ROOM& view to VP-W to CA" AwCum Few ID 70 LOAM -V UL) TO TO v IRADK 10 0111KNOR DAM +53.0. -72LO 1. N/A WA N/A V N/A Ir M/A S' N/A I & 2 (TOP) LESS 1. 7. 9 r 1. 1. 0* 9* 1 (BOTTOM) IF N/A OVA %/A Or N/A V - N/A S' */A I a 2 cron -01 TO r-r g. or S. 7 1/2* 111 91 r I (BOTTOM) .95.0 -72A r !.�A WA 1. MIA 1 4, 2 (TOP) 7'-1' TO V-S' t r S* I (BOTTOM) MAW" MW,ff& pe I Pool It W ft MM W W JMKO TAPMN UAI I (M 0 r 0- FIRM IV OF 4014 - GWIM MAP of THEM MAXIMUM PAn LERM V VL ft CONCK12 comoi 449.2 -611 3. 31 4 �2* 4 2 (BOTTOM) 77 on Lns +52A -66.0 3- 3. c 2 (BOTTOM) r-6- OR LOS +552 -720 1 1/2" 2 1/2' 4", 3 I L LESS 1+55.0 _AE , "a. 1 1/2' W1,12' A 1 (=3 1+u.O wnm kr-r To ALMINAlt LOCATION AT DID PANEL Wmm* PANEL \--Do PANm 31 11PAC" 1'-, ; INSTALLATION 4APPUCABLE IQ SCHEDULE 2) $ME- 31Ir - I' MAXIMUM A.S.D. DESIGN PRESSURE WING J11.n.f.) AND CORRESPONDIN maimum PANrLL LEmaTH 10 scHEpuLE 02340 slymm ON 214m 131 twom -A omm --ar- 1 *;7,.0 .00 -no I r-r 101E OW 16 IN OWCM rVE & WMQ MR INNUMNS PRO OM VIMA VABM wmw ^10" ova" me OWN ow moia at oswo an Do samul FOR CA un TWA omcwm ON samu 111mm M41M omm pr 803rom WAM Sam am matum v Do nuom m . Tom " oqmam m K MSML NKM ON� mum umm Pxm OWL loa K me Thel W*" OMM IN 0410 N41MM TYPE 10' 004M IDIOM ofts-01 0. Own OWING, 04 2 lit 1 3 3 V/2 1 3 1/1 AVA 110, low (Imun ocy Fan PANELS OR 0 wwmmmm As put umm I rm m ON *an 4. s & e) M&MMUM UMM ARCO$= VsMM VAR LIL - 3 11r - AA& 09M 1APM CF JAP6-VW cu-0 VOWAM ptutcC ID FOAAM pm SQUO Sp APPUCW" TO $Vc 06 UUNM ItINCL PRISSM am" TO CONCRETE 10 MCI To opoclom 10 co"c"m 70 cm TO coomm To commm TO OD"CRIVE 70 3W To ow Cmm- or Dem 1. N/A N/A NIA 1. N/A 9* N/A r N/A N/A N/A I (top) N/A N/A 1. 1. r r N/A NIA I WTTOM) 1. N/A N/A N/A 4. 141A N/A N/A N/A N/A 2 (TOP) 6" NIA N/A N/A II.- N/A 51 N/A 1. N/A N/A N/A 2 (90111OW) too-% -72.0 NIA N/A N/A N/A 6. N/A 1. NIA N/A WA J At 4 (TOP) TO V-r OR LEN a" a. 6* N/A N/A W/A N/A 1. N/A 1. N/A a. N/A N/A N/A Is (TOP) 1. 4- N/A N/A S. IV Ir 1. o" WA N/A 4 4 7 (BOTTOM) N/A N/A 12 1/2* 1 6 I/V 12 1/2' 1 0 1/4' 6 1/4- 1 6 1/4- 6 1/4' 1 6 t/4- N/A N/A 5 CTOP/007701d) +50.0. -53.3 MIA N/A 12 1/2' 6 1/4' 12 1/2' 4 1/4- 6 1/4 . 6 1/4- 0 1/4' 1 6 1/4- X/A N/A 6 (TOP/WTTOM) 0,9-87 TO *I'-r +55A -72.0 N/A N/A 6 1/4' M/A 0 1/4' MIA 6 Ile 6 1/4* 6 1/4* & 1/4* N/A N/A 4 CW/BOTM) A'-$" To Ij'-r "A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 114- 6 i/4'_ 8 1/4' 8. 0. JO (TOP) +43JL -48.0 e N/A N/A N/A N/A NVA N/A S 61 S 1/4 a /4 . a (BOTTOM) OR ON In$ 4' N/A /A N/A NIA N/A N/A 1. 1. 6 1/4- 5 1/4- 1 9 (SrnTOM) LESS I I- N/A M/A */A N/A I N/A I N/A -t M/A I MIA 1 11 1/4' � 6 1/4' 6 1/4 :�- 6 1/4, 10 (BOTTOM) JIM Ssan 10. 11 Am IRZ=49 Tom INTO wm FIMMZ 1141AM Mwom "Oem vtmm =04 IN LA UM INAN 60000 00 $am" VACAG or "Ift"41 SPACIN "a" ON W- LC Iff xxx 0= ft rmAx" F&IMM I= TO Iff ma� mwxw wvm mom 41m; 'Wom *ftL MITI St U='*M NOUN SPICING 00"M FOR EMM AMC"C* Tft At ANO"ORS MO& mom Ift _2L _ 4!� .- 1/4 I/r. -wak-mor MOORE$ IF PICK -0 $WA-M 06L Mom ON" 0%) 3 1 1 3 1 in I "Wwl� OIL) a 3 3 S �i/* ft"..W N 3 3 A IA A I/S AWA as lim ommm A Is - 10 a j - Am GAS IAW i i IA0 >= 2 2 cu a) cu 0 -cu cn 0 0 a 0 cu 0 .0 M u- cu M -0 0 cn E " cu 2 CL cu Z '10- -4--p c/) ca. z z W mi PLUS 114-10 FmCuloyl PLUS oacm vollim om 141140101 EXETW Wm "COVER "m WADIN VWW 910 & a wow WADER 0 Ile C& C) -0 _0 C= m C. m m $OHM" an In 9:11com 00 Cc '00 LA - It 1 ; 940110 SOWA"' w, 10 uwm M- PANG. UNOTH LINUM (Sa mon 1) (eff "m 1) C-4 JAW 7 3 3 or low vo W VAWr E Z' 401 ads DOW or v qj AV or V OF V ..3 Wt is tff or - I, I�e o& It-Yr-NA A I JCk- "A 4^0 tAG SOME Ir CC 11/1 1/2' MW. THREADID 2-k4- WOOD) 'j PENCT14011011 AT I MWWWM Or PtAlt 1 114-'0 mmawn PLUS $/4*6 VA 9151111101 0 MID MOTH OF PIATE STAacm III Q1KCT 11110 j"QA1 I hTm AT mamm OF PLAn ALIZIMATM EW SCALE 3/9-1- DmmT m0umT jAIN."M 0 'wA"'ON 'T mm" AUNE fiRM A Aff I WUW /15 1. OISTAUATIONS FN ALTERNAIM AW. OW & I OW ONLY VAUD FOR to I" BUWINGS WITH A.S.D. DESIGN LOAN UP TO +43.3, -48.0 P3A AND T PANEL'S LENGTH up To 12 -e �!jL�' ��Jq L FOR NM WOOD FRAME O&SINUCTION: WOOD MEMBERS TO BE SOVrHERW ENSp PINE NO. 2. W/ SPECIFIC DMITT OF 0.53 OR [DUAL MORIDA BUD -DM COK (Nigh Veloody Nurrioune Zone), GAGE GALVANIZED STEEL STORM PANEL No. E IST -,*j I Top a BOTTOM mwwkm CAN a Wam MWTM" Mmm uc-1 COMBINED IN ANY IRAY TO St a ANY 01STA"T". fn'V10V-4 r I Vo.;: � .. 54 1 "We" W", " INSTA ION DETAILS FOR OPTION # I FOR IJFE SAFETY STORM PANEL SYSTEM I "U7 INTO EXISTING WOOD STRUCIURES -- OR Eq WAS'" r lro- I ALTERNATIVE _Q105 1 -2 07 t ED ALTERNATIVE ALTERNARVE I/rh,-n impowt rmt 0 op ALTERNATIVE WOOD ER" CQNDITIONS jk ANCIJQR LQQMQN ptuo & r PENEWAM to 10m& 30 - Is OCIT; gum TIMM "m 900101 rm CLWM WALL MOUNTING INSTALLATIO ALTERNATIVE I at" MOM INSINUATION& A,2%90LW W" "a, COACH um UP To *W& -InA pa to 70 4'-r. 2. 1" WIN m MCCON09mm WOOD MPAIM TO ME SOVVWM ow 0.1% 00 60101- C/) cu 0 L.- CL 0 I.- cl) cu m Lu z z SHEET NO. SH 1.1 13' WAX. ANCHM (SEE SECTIONS ON SHEE, 17. IS. IS a IQ)---- - Wis. "MR. r m a 4 1. m 0 0 LOT ;..1d JI -7- I_ _ i %"X= VIA 3 1 T i �_ r ----- �vft marrow wom A- O.Woor 3. MAX ,3 9 a ow/m 'is IBM ANKI' I. -ANCOORS(scrSmIlows ON $HEM 17, IS. 19*20)---- OPTION jJ2 FOR UEE SAFETY STORM PAL ELQ ELEUTION WALE 3/16'-1' IX MOL GO Low Oft Cow-.1-RiLL wum LPr SAM *,A 7- :� SECTION A -A WAZ it 7 MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM PANEL LE GTH "L." SCHEDULIE MAXIMUM A.S.D. Max, PANEL LENGTH DESIGN PRESSURE LSENONS) MINIMUM SEPARATION PANEL RATING (p.s.f.) (SEE TO GLASS CONDITION +55.0. -72.0 S.-S. 2 3/4- T UNBOLTED INSTALLATION DETAILS FOR 91MON #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES A m 4 oll �=ADEP YOM HEADER ><­ ",=00 1/4-0 VIPCOM 0 r O.C, w MIN rim MLVM wow I.= k "DAM NIACEN tr _44 1/4. X MO, MI" IL IL o CD SHOWMAN, M� SWAVAM 16 am wo &AM am Immm" Pown "Nam o- BMW .41 PANEL Z. r."m f= PAM LINGTH off Am I SELOW) VOL 111101m PANEL LENGTH Dwe Nm I KLOW) IQ WOO (SEE Mw I 11RAW) am L to SDGRU 8- CLASS, I= .. a"- 1/4' ow -0-So. - 1`4 .7 4. PEMETRATION AT or 7 G 0. do. . w/ 20.v*-L& W/ CONT. 1 t- NUT . 313r was Mfl 7 .3 wo L:, 0 12 I/w OC� Wis" '0 TAPOOK 0 r 01 1 1i Voom IMPACT" A AT MIDINOTH PLATE OF PLAN PLATE PLATE PLATE w- INWAI I AM ou m AM" WAI SCALE 3/r-I 0 PANEL a PANIEL f. Ow" ff SCALE 3/r-I* BOA, 3/8%1' Jim 1. WrALLATIONS ARE ONLY VOLD Pan VALOM 00#4 A&G. DESIGN LOADS FLORMA BU&9W CODE (High Velooffy Hurrfear I* To W-% _7340 mr me ftft's Umm UP IQ r_r 4 N"m 20 UK GALVANMD STUL STM Mw 2 RIK ASK ON FIMAM CONSTRUCTION, MEMOM TO K 3OUPRAN PINK NO. L W/ VW*E DENSITY OF MON VOLIAL PROTEMIN MOWM UIC.1 COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2-11 I&IW (TOTAL 1/4- CAW Mo, 114011 3AW Ammmom STEEL I I EDGE TYP. ASIM A-453 jemm CANDE so MINIMUM OVAL JLj Ckv. AIX ------------- f 1.31 STORM 1 PAM's Do UP w/ "DAM EDOL *0,61 MOMMM V" MAIL A ROUMM Down 0 am or PAM's END UPW/ HEMMED [ME -7 r JL� 3'm3:(Mem.) ALLIM, MIKE f ass om) STOP am 11"Lm 600-'M Alimm. AULOY 740 j OOO._j 2.470� - REVIERM "h" IN= T 3.7w I 1­ Nel-Ts mm. &LOY 2mw I(!) WanM "U" MACK ASS, 2.0 bw t w 2"WifMax.) ALUM. AM= POW" 0 mc=mcml� vim Kamm I -4F r Eat"I" 4 IAPCOM moom at - INSI&UMION DETAILS FOR INTO EXISTING P URED q O.C. OPTIO CONCRETE _12 EQR LIFE SAMY STORM OR CONCRETE BLOCK STRUCTURES Tom ANCHOAS PANEL SYSTEM __441 TAPCON 1 FOUND :Umlolmmmhom� - OLD" nomm I on cow BLOCK R N 1--m -0 ; 1 --a Wr" I It It r It L CLASS if A. M44 .4e1-vmO, _kq I&L W VAM . --CD Ir CD f _0! /=V/.*3�1 .8L 11.3, W/ -L%. we. W/ "am VIM MLIT WASHER 0 12 Ilr D.C. 31jrwmc NUT It Ir D.C. i/e CC, 4 TAPCON NNSM 0 4 I/r K` M-14*7 Ow= SLM vloo�ftm C rawim IMOUNIM omoum WAU MQMNS IWAII&IM X" maimm A, AT= NALL 1111011QUIS INUAIIAIN W&I Nomm-m !fAllitnm M&W Affinum a UK Stu 3/6-.1, WALE 3/r-I" SCALE 3/0'.1* SCALE 3/r.1" 1111 SHEET to a So pan NCHM "K a $Mo" Toff 1/^ wom WOM FOR SAVIAMASM 00 110010 0. now woome 04 WAS 11MUNIS. UPMO ANCIft SAACMIS ANS %WMM Som DISTANCE Im meam am Too to -A, smau ran LD, Um PAN! so"= ON INDIA" RIMMIS: Now vlow SO VuLlft"m WNW imm 00 N*NVM j Nam or ag fouawa rwmw pan INS OPOWOM 10 K possac RUUM yr As Spoon our#= um MICK swu No SE LESS I." WMAN SAACNC *1110012 FOR LWN ANCHOR TYPE 00 TONI SOMU A_ MON w 70 SLASS -M $Mo= CK TIN ON JOINT 10) U_g Aff T 'coN a Ir O�r_ 1/4 A!� 0 4 O.C. 'MIN. THWAM THREADED ON a wow AT WOOD I li,. Ift. WOOD KOM RECLINED V. G I a. owlAwd" to 41601101 on Immu ON ow 11) Me.. PANEL LOAM 13U NOTE I BELOW) PANEL LOOM (Su NOTE I KIM G 4, WOOD M#A j?A'o . 3/32' WOO NUT WASHER 0 6 '/A- O.C. WAU_ 100MING INSULL&M SCALE 31111.1 I MIALLAWO ARE ONLY WLS) MR WADIMIS WIN A.&O. MON LOAN up it +sb.s. -n.o Pw Awo PANEL% LE"m up To @,-r L FOR NEW WON MAINE C0NFnIUC7KIN, WOO MEMBERS 10 In SDUTMM POO! "a 2. w/ SPEDWIC KNSITY OF ass 00 FOUM_ G ------ j t 7/010 3/32, rm Mo WASHES 0 (BEYOND) *a,=. 1 7 Mk 4a AT INOWIM OF WALL mam WALE 31W-t 3 MON. 2'/24 W V/2 cm Am 3 otim I: mol CONCRETE ANCHININ m- IIK ICNMUt am Imm MAI SM4 2 OCR Do Ora Go v Go -L- PANO FANDL) ou", NOTE L 4 SIMON "M 4 4 @am I 14 W 7 1, 1 1 fi F. - I . I I , mi L. 1, - 1. 40 X *V ox i i if;] I I ITI -11 14111 ]Pi 41111F loft L hou �L cw) MR SIX ON ow III, FMNR -I.., _,r I I/el TO K MISTAULD AT EACH NSULLSD At EACH X.Mmil A IS PFAR= W/ M WEUE 10 =A% ES 2- KAR I ft W*AR INITFACLATION TYPICAL E mj= :;I&nwm TYPICAL E P:_=R _:. WVWTJ BE rommull nm MUM w vr�Q nm 35M 1E_Z H" STORM L (1) sysm r9.0 L m pow or STRUCIUME. Sm IV MIAMI 3/w. I- =4* M. CAP M. GAP rl/., At. a* VA. ft. CAP op \-/-\Z\ ZN z N, z I �� \_/ \_/ W&ONver-AW-0 AGIOU r � a" lvw .9 t - 2 RAW STORM or PANEL + JIM- TRACKS At TOr:1L=TEQ= is, LORD 0). WUMN.-MAUCLAWk, te;,Z IWA STORM PAIM SYSTEM CONSISTING OF PANCI, Vff Mt" W/ PAMELMAIM - TRACKS TOP & BOTTOM. W, END PAN SMALL ALWAYS K "C BILL wALL BY MEANS of COW= TO WrFOM TRACK OTHERMIK A STOP UP . W PTO p (2). ID PANELS POLL ALIAWS g LMAWS immy , TI e4rSmALL K PROVIDED AT of SUCH PAWLS. 'S"I K =IRV W� 4.Wfj='M PANELS SHALL CONM OF DESCRIM T 03 11 EITHER or Too YANG NUT OR No VIM UK THUMBSCREW (3). fOR COM WHEN END PANELS "1W &OF INTO ARE UK AT MEMO FLAT FLANM OF END PANEL MUKT %=!�A%plig %M0 STOP am (A). IN CASE THAI END PANELS AM PANELS SZ11OTTOM TRACK D.. A STOP W (4). M" INSTAW= INAN DID PANELS AND P=LPAABLS1 ARE OftCrLY 12 ONLY USED AT TOP) A7 I K CONNECTED TO BOTTOM TRACK MOUNTED EW ONE MAY K um Y AT :6� ATYAQHPKQ ONE INTERIOR PANEL USING SPECS; =KATO ON MOTE (3) A&OVL IN SUCH COOL CQNKCT*N Or Roes r1=jr TO BOTTOM TUCK MAY OCCUR AT ANY PANEL LOWICIN. TWO PANELVAU OUDWM SHOWN ON (S) SEE SECTION 1'. 3- A- ON SHEET 24- SEE ANCHOR SCHEDULE 04 SHUT 25. aq-n 2. maz g ,Lvz ;%H%0" M= MEANS P.M X-FIED ADAW" PANELS (8, LEFIT III, maw '000!HIM7144.�. THEIR OVERLAPS RETAM NY 91-24momm-a INSTALLATION DETAILS FOR OPTION IZ..FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES UPCOM ANCHORS 1APOOM M04M Ole I r; , A. "I I � I �1 PWOUNWIVO.'r woum i 'A F-C ON1j, =10 IS a 1/4. me. 'Am mmum WALL MQVVM 1F_jMLATW a MB:LFL wAr 31r.1" V It 19 m SHEET to a so ran Alaws rm A 4� "Pt imm Pan admUL47" WIG ow MO ONION, 3 3 FRANK auum UNION ANCHOR vmmw no low" an paws= Am ootvw 00 THIS Ammommummit 3 A 3 OCNIZAIUI IN LA, Mw TOM peavo ON I"Aft's SCHROUIS f4mm ANCHOR SPACING w 1ALIPLY" SPACIN, 24M am SO"" ADM" IN INS VOUDWO FACRIMIL mm 1_ PMOL am= I _ ----- Coo arm= Ulm FACTOR OWL Mv off un I" meow W*zm mocom No EACH now M Oft THIS ICHWAZ "o 'A' I E-Z HAM STORM PANEL SAICAIN ON THIS PRODUCT EVAAAIM DOCUMENT (P-LD.) HAS KEN VERSIFIED FOR COMKIANCIL IN ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FILADAW BUILDING CODE. DESIGN WIND LOADS IIHALL K VEIVOMMED AS PER SECTION 1410 OF THE ABOVE MENTIONED COOr. MR A IS AND FOR A 1: �Xf= AS ,,:;QrRED PDX THE AJNW WHERE = %rJTTM S UM tXor LAI iAr M) DOM PRESSURE %AT#= INDKIALTED ON SHIM 23 26. IN ORDER TO Vo*'v YNE ABOVE CONDITION, uLINAKII OMN WIND LO" DETERMINED PER ASM 7-if ICW TO "D. DESIGN WIND WADS IV MULTftYW THU Ff 0.6 IN OROIIX TO SAKI. BE FIRST RML TO CONIPAK TAM W/ MAX. ",D) DESIGN PRUSURS IIIATINGS INDICATED ON SHIDITS 25 111 20. IN DROP to vowy THAT COMPONENTS AM "HORS ON THIS P.C.D. AS 1Eww WERE NOT own STRIMED. A 3m INCREASE IN AUNOW STRESS RA WIND LOAN WAS ISM USED IN THEIR ANALVINS. FAS04M SPACM 70 WOW HAS KEN DETERMINED IN ACCORDANCE WITH N.D.S, ZOIS STOW PAAIWS ADEQUACY "IN IMPACT AND FATIOIX RESISTANCE HAS IM VERM IN ACCORDANCE WITH =TOM 1926 OF THE AMOK MENTIONEI) CODE AS PER FENESTRATION TESTING U4110110TORV. INC. ROOM 0 2032. AS PROTOCOLS TAS-201, TAS-202 AND IAS-203. 2� THIS SYSTEM HAS SEEM DESIGNED TO BE INSIALLIED ON THE OUTSIDE OF THE OPMW ACCESSING THE OPEIRIND PIONI TW INSIDE W/O THE USE OF A LADDER ON UrT. THIS APPLICATM IS VALID WHEN INSTALLATION S INTENDED TO K PEAPORMED rROM THE mmm or srxumft 3. SUM 1000 043AULATION 15 APPLICABLE TO SINCU AND DOUBLE MI** STYLE WP1OO*S With INITIALLATiON S REQUIRED 10 BE PERTIORMID) FROM THE INSIDE Or STRUCTURE. 4. SERIES 200D INSTALLAIKIN TO APftr-4w 10 SLINCUL AND DOUBLE NINO AND HOMONITAL SLIDERS STYLE WOWA WHOM 0 INSTALLATION 3 REQUOIED BE PDWONM FROM THE MM OF SYRUCTILIRE. -16 NICY *0 TEMPER. (UNLESS OTHERWISE NOTED) 5. ALL AUJMIMUM EX11BOONS 70 K SM S. ALL "VNUM SHEET METAL ISO A? CLOW" SK16U HAVE 3105-HI4 ALLOY. 1. ALL STEEL 94M METAL PANELS SMALL HAVE STRUCTURAL OUAAM STEEL. AIFTM A-M CRAM 50 01m, aavmzm STEEL 0010mrow W/F�_ 58.5 kw (WIER "mmy ALL SCREWS TO BE STAINLESS& STEEL 304 DR 316 APS SERIES Olt CORROSION RCSWANT COAM CARSON VM AS PER OW 50018 W/ 50 hW YIELD SWIENGTH AND 90 W TENSILE STRENGTH & SNALL COMPLY W/ nMa% BUILOW CODE SECTION 2411.344 9. SOLIS TO K ASIM A-307 "NAMED STEEL. OR AS 304 SEM STAINLESS STEEL. WITH N ON MIAINALIM VIELD STRENGTH. 10. ANCHORS; TO WALL Swil BE AS POLLOWS: (A) 41/14 TAPCOW ANICHORS AS MIALWACTURED IV 1,TW. BUILDEX. PC. (MIAL r.-3i12 OLLI.) 4-P (WIN. I'*.3M "Ll.) "ODUCTS 0 1 71jr CkK_N ANCHOM AS ~AVMD By DDVALT W 014- 10 PAA1VU*Tf FEMALE 6 A PANELMALTE PLUS ANCHORS. AS ~ACTUKD IV ELOO CONSTRUCTION A A. 1) MINIMUM EMBEDMENT OF TAPCON 04CHM INTO POURED CONCRETE SMALL K 1 3/4- AND 2- FOR PANELMM fEMAIS 10 & PANELMAITE PUA. At) MINORM DOOMDa Or 1/4-0 X 7/5- CALX-IN ANCHORS 94ALL BE 5 1/*' INTO COICREM. NO EMBEDMENT INTO ANY FINISH MATERIAL. SHALL BE Pownw. t/4* 0-20 23 SMWA SOLTS USED SHALL K LONO ENQUMXS14MU ANY F04H MATERIAL EXIST) TO ENCADE 3/4' INTO ANCHORS. A.3) IN CASE THAT PRECAST SFONEL PRECAST CONCRETE MAW. OR PAVERS K FOUND ON THE EXISTING WALL OR FLOM. ANCHORS SHALL SE LOW. ENOUKIH 70 REACH THE MAIN STRUCTURE MIND SUC14 PAMEXS� ANCHORAGE SHALL BE AS MFWW_9 IN ALI) AND IN &2). coullm &A-111" 1/4* 0 TAPOOM ANCHORS AS MAINLIFACTURID BY LT.W. WILDEX PC. 1/4. 0 X 7/r CO&A-111 ANCHORS. AS MANUFACTURED BY OSWALT INC. (f'-1900 P.9,Q 014-10 PAMEUMAn rTAMU[ 10 AND PMELMATE PLUS ANCHORS. AS ~AVURM BY SUM CONSTRUCTION PRODUCTS irm-mi Oo F COXAM *VIM Sommull 0 ow wom rm f 7 11 T T- -I It 46 It' =p _cD (K"M) REOMmox fmowu WALL MQVM I IIIIIIAMON f UM&M SCALE US%I" 1) MINIMUM DOWMEW OF TAPCON ANDHORIL NO FANELMA?r nXALE 0 A ANICUMTE KAM INTO CONCRETE BLOCK SMALL BE 1 4/4'. '0 9 71V MK-IN ANCNM SHALL K 6 7/8- INTO CONCRETE- &2) WRIMUM DOMMM OF 1/4 NO EMBEDMENT INTO ANY MWH MATERIAL BE PERMITTED. t/41 O-zo 33 SIDEWAUC SCILTS V= %4AU. BE LONG 04UPOODULD AM FINISH WITRAL 01ST) TO DrAm 3/4* INTO AACHORS. 9.3) IN CM THAT PRECAIST SFONE. OR PRECAST CONCRETE PAWS BE FOUND ON THE COSTM WAU_ ANCHORS SAACL BE LONG ENOUGH TO REACH THE MAIN STRUCTUItt KMD SUC14 PANELS. ANCHORACE WALL K AS MINITIONIED IN ILI) AND IN 0.2). (C) ANCHORS SINALL K INISIALLED FOULONAKI ALL Of THE RECOMMIDIDATKINS Mo C OF THE 'S SPECIF 006 AND" M~AC?UM. 11 IT SMALL K THIE RESPONSIBILITY Of THE CONTRA" TO Wj" THE SOUNDNESS OF nt E SrRUCTUSE WHERE SNUrrTEFI 13 TO K ArIACHFID 10 INSURF PROPER ANCHORAGE, THIS SHUTTER MMLL ONLY ATTACHED To CONCREYE, BLOCK OR WOW FRAME BUILDINCS. 12. THE INSTALLATION CONTRACTOR 6 To SENL/CAAAX ALAP SHUTTER COMPONENT ECCES; 041CH FWAWN IN COMINALADA CONTACT WITH THE BUILDINIC 10 W&WM W1ND/ftNN WIRUSICAL CAULK AND %AL WOUTTER TRACKS ALL AROUNC FULL Lf?WrH. 11 WOOM PANEL WMALLATION SMI COMPLY WITH SPECII INCKATED IN INS DRAMONS PLUS ANY SUIRLINNO AND MOOD RMUMIS PROMIDEV BY' THE JMWMN WHERE PERMIT 13 APPLIED TO. Z HANG SIMM PANEL SYSTEM- 15 FAMW ATRIUM WINDOWS AND DOORS, IMC_ E - 14 Is, (4) INS PRODUCT EVALATION I= 0.31ZIEPARED BY THIS EMOIM= Is 004M No DOES Nor PROVIDE PNIMWORM00ION FOR A SITE WHERE THE SITE COND11100d; DFw&KrE FROM THE P E.0 (b) CONTRA" TO K RESPONSIBLE rOR THE SMECTION. PURCHASE AND INIFULLAIM INCLUDiND UrE SNFIYY OF INS PRODUCT BAM ON THIS P.E.O. PROVIDED HE/SNIE DOES NOT DeMM FROM THE Co NWTIM DETAILED ON THIS DOCUMENT CONSTRUCTION SAFTrf AT SITE IS THE CONTRACTOP'S ISEMADNISSIBUff. (a) THIS PRODUCT EVALUATION DOCUMENT WILL K CONSIDERED IWAWD F MODIFIED. (d) SIR &%%VIC PROACTS SHALL K PREPARED BY A FLORIDA AVOISTERED ENDAIEER OR AnCt� 04CH OU PROOECT AM WHO, WILL TK 2131PONSISILE FOR THE PROPER SENCO00 141 PIMI)MVIAMMWATLWAS A DELEGATED ENGINEER a THE PI-0. 1"Oodot. 100" S~ TO 1105 LAVER THE Iff SPOOFIC DRAWINGS FM REVIEW (a) TAG P41LD, 91ALL SENT THE. DAIX AND ORIGNAA. SEAL AND SoMnAw OF THE PROVESSIONIA. Emoom or RECORD THAT PREPARED IT ACCORDANCE WTH SECTION 17011.9.1 OF FLORIDA BUILDINO CODE ONE LAW SHAL WE PLACED FOR EVERY OPEAPIND. 10, STORM PANEL MINAAACTURERS LABEL PULL BE LOCATED ON A READILY YORKE LOCAMON AT STOW PANEL ad LAKLH4 TO COMPLY WITH SECTION 170111.0.2 Or THE MARICA BUILDING COOL INSTALLATION DIULS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL (1) INTO POURED CONCRETE 08 CONCRETE ILMS '1� r.- 4 so L41 n I L .. \�� L 016 Ing ICK=" Y4 4* OVAL T ------ WALL MO InudgwrCT Umm m lill',',57. . N %-,.1 ONO wX 0 am &COUP 0A. CD -Fu > (D CD 2 C:)- o 2 -0 W cl) 0 c 0 L_ 5- _c) q cu cc) 0 LL_ 4- 0 cu > cn cn cu 2 cu .o_ 4- CD- w mi co czo CL CL 10 rw 4%4 Em 1* -2 Jt w 4v wl cl.. CD (D J_- w cu > 0 COO, cn cu LLJ z < SHEET NO. SH 1,2 MARIAN A". Erm - .q= I Neetem am. nm- W 00 LOS 2 0116' I I OLIM. 11. r. X. 1*1111 zv a 3v .4", -76.3 79, on Lam OLT= a rw I - M.S. a wplowir AT MAN & 4OX or PANEL UENOTH "max. j'Fv4!,;F MINSON ALSID 16MOM ANCHICAS *V*tM FOR L 0. . I Ilr " 10 stv"O"; IT * ANY *NOMTM OF INSW MAXIMUM PANEL WAR" V OL) P"" Io.,fj 44*-m PWAL"m MAE 0 PANSUOU PIAG To Commat 10 jus- 1* Camumas 10 Comamm I 1 10 COFARM I- 12' MIA 12. N/A Ir -jus- N/A N/A I, a x (TOP) it* 3'* 10, 3* 4- V 4- 12' r 1. a, r N/A N/A N/A N/A N/A N/A 121/2- it, 2' (BOTTOM) ?01 OR LESS r H/A 6 1/2- %/A 4 1/2' N/A 4 1/2- N/A 3' (TOP) 12' N/A ur N/A 9 1/2- N/A 0 1/2- N/A Y CWTMM) 2- P, 1 N/A 12' N/A 12, N/A 12, N/A 4- (TOP) 21 r 1. 12- 1 9 1/2' 12- IT" 12, 11- 4. * LIMITED TO PLO Pt. ASO. MOON POCUUK RXIM ASOL BMW SO MR MICHO1111 TM A, SPAM FOR INSIALUMONS INTO WOOD "VA KUM MINIMUM 100141111 2P&== AM WOM DOE 1111FOOKS AM ROWED Ck n= SONSOULL FOR X.O. UNIS THAN MOM ON SMM" REDUCE ANOW SPM:IMO BY L%KWLVNO SPACING am% am 9mau IN INE M&OAM FAVORS FOR THIS OADMIFIXI 10 K page" WACM OBTAINED U&S MCRIP VIALL zz:n.s.x mes" Temams Room "a cc" Amcrm rm a 1/41. I/WW --a la� 1111011 ONJI-IN Or, AM= "*=a W 3 A I'A Q.." W) 3 41 a A ps MI`q O.Wo No W 3 3,/? 8 */1 4 Ama to pvt smum Wpm 'fr .61 3 I/r *AD FTr + 011010111122 Mm OWNCE BETWEEN BOTTOM OF AMILL. , I AM (:) To PE, Ilr r k,+-o + + ACQUIRES M. ENITTANCE BETWEEN BOTTOM Or PANEL Am 0 10;� vier I 31ir v Mal CO PONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS Ile mp.) 0 1/4 on 0 It I1r OCL -I-*- 13501 - sell BE WAFAM) J150 OW 3,31� OA24' Oft THICK 2 I CODE AWN AMU TYP.. ! - Der- ORW to Vw CALY. G-410 ONLY. ---------------------- DITIAIL 41IF 1.350* (D s=m 13W - MAL a PAWI1 SHAUL BE INSTALLED PARTS 2-mr - PAN im To mm V/ 11jr LEG -F- U= AML WITH IM Xf DID AT LOT SIDE OF PARIS TOP cm POOL 0.024- DOQ AMR's so LIP GALVAHM STEEL V/ 5m. Pon o-27W r 043 0-250`0 14 W Paw 4_1 t PAMI co 2.2114' VIEW mm A +1 ROUNDED CORNER 0 ENDS Of PANWS -2.370' ENO UP IN/ HICIAMED EDGE, i2r _DIK Or P#WL AMU 2.5 60- Orr r KEY WOLIE WASHER 3,750, (m.) tXr 3105-1,1154 ALUM. ALLOY KEY UM AT PAMNIEL Z72' L .1a Sim 6 Fait ADDITIONAL '24' _.J.760` IF SUDIVE Losm is I 1257 1 ONLY WILID I= swrau7m on SLEEWL WOOD SIMCOAM hm. LDWH t I J 3.750' 4, L3'0' K% Pic mum I' VON. TO VIA. ILEM J" MAX, -L-, - j 3.000.- - % 1T_v.L (@ OJ* TRACK @ PANrL mAum .374 31114%_ (1 1/4- WIDE) ;-m` (USE ONLY MR E-Z HAW STOW PAW SYSTEM) 6093-76 ALUM, ALLOY FLORIDA RAWNG CODE (Mon High Velocity Hu ton t IN: dam IKAM W_ F.P. I IS, 24 OW OALVANIM STEM STOMN PANEL Opvm ON STATE OF 71-Mic-0 4MO Lf. at sow X: W DR.= um W, Na ;I M-M, 20-175 MEN' ;wm POTEcim Pmw=& Lw. BUID-OUT OFO TRAM WME11i WINGNUT of TOM (ZAAW 3 ALLOY) P.L WAJEONaLSKAM Px 1 SPOT a III I 1SB`9 INSULLATION DETAILS ROR REGULAR PANEL INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES OLTOMM CONCRETE Irm.=4 EXISTING Poumm OMCK71, EmBrIma mxm Comews- SHM 9 11,111101.0" 10) OR oameam 1111.00t; $14EM 9 TKIAUN G)" OR CONCRETE BLOCK . t RDOUPIMI TERNATIE ug CONCRETE ANC.NORS Ism SCHEDULE ON 50,111111% 0 THRUMS" 1 I ADI OWNER NOW VM.. MUL *1 "MY MAX (SEE SC THROUGH 10), germ 9 v ED. PANIEL, LENGTH mm. (SM SCHEDULE ON SEPINIVOKIN TO GLASS. FOR L r 1 (sa ScHow ft 3) I ima 0 (m SCHEDULE ON 3) SHOTS I I ft%,*x UW" (SEE SCHEDULE SHEEF RR V M- AC" W IMC11-0 AMID. LOWN 11.0 ON SWET 3) (SO SCHEDULE IT SOMA m SHOT 3) To GLASS. (I" so"" It Six ON SHIXT 3) or V OF I MAX. SPACER in. "L E OF NATI f CONCRETE ANCHORS (SK socoutl ON i OF ON.J. on " T. 000" SHEETS 9 TAROUCH 0) SHIEETS 0 THROUGH Idj __ . * 2 1/8- ulm !��s AUX. ALUMINUM 6,,&4 Or-.w FOR CONCRETE ma" j=POUVIED CONCRETE RM BLOCK r4som, EXISTING POVIRM COACREIt- Olt CONCRETE BLOCK 1* wx Loa ALumm- SPACE" 0 ­� ou sammme ON WORRIED, 12 1/2- O'c' ($a 'rau $1 ON SWxTS 0 THROUGH 10) aws 0 4 Ioj caums um E= moulmNa lm,f BUILD;ga Nauminima !M3 Ip WALL mouNmus 4Z= MOUNT WAIRACERS (M Olt 15%,F IDI El q V.1 1101 ZE 91401 1�-Vacsj:wl AN 1 *WAo111#ff- WisleleR CNIMN EeM (vINT, E 9.114 V4Q0 LALst r MCI W/ own" WOOD "EACO. *&am M. I PDWMrm 70 OMPM WOOD WADER. FLAT 00 04 OVE C-A. IlIul' &bL& a [A END arw I 0 L& 00 OF V. LAG 0 r ax- W/ T I THImAm P0017IM11ch DETF& I A Om KRIM WNG -0 of C*W OW 3/16, m­ Pop ARE! III, mmmwm or twirl SAIS, 0 VA DO CF smug "TAL =;= _. I - 2 9/19. &1. 2.=T."_ to GLASS. to CURB, 1y14"rtpL1m. gm . r4M QWRLAP EVENT V. J 1 4 PAK Fu 0 vpws W/ Non IA sma"p) 0.4; I -Iff MK ptwmr4m a 12 0 #%AT A ON 0101 Ift 0, Iwo MING AMELMOTI-V i5o c-i-We i MEN WALE AMRMD& f SCALE 1/4*. Alm 1. AVALIATIONS ARE ONLY VNA FOR VULDINSS WIM A.S.O. DESIGN, LOMO UP 10 .06.0. -7&3 P0 AND PAWL1 L04174 LOP TO V-ia' 2- MR NEW WOW �� WOOD ME60M TO IS SOUTHERN P-4 ft. 2. W/ 0.56 OR EQUAL .7 TOP As NO. 4 I WAV IT STAT OF, "LOF let - ALIMINATME comm" 11011 A AND= WOW"" ON, at comomw IN ANY ANY INSTALLATION. so" t/v - 1' NVIT � WITTER TRAIM NOT 54 1600 MAXIMUM PANEL LENGTH *L+' 00 *L-* (1111.) 0 MAXIMUM &&M MER=Mne; (P-9j) 0 W -) CONCRETE & WOOD INSTALLATIONS t L, k- Sao Irl. W-01 210 W-#" jav rv%e -1360 101-00 400 1, #,-4, 440 91-0* Ir-r Sao Ssa me -J. r-71 as no r_Jr 01-101 SAO O'_?* fto r_,v 01-81 too ASO a,-** 81-01 Imo v-3. W-11. f"o 49r*-@ it" ::,!-I:j 2 ops. V. , 4111- - " Ulffl JDAMIATION - alm. OVIVIN OMDAIUV W4 Ny VI "I" rIONAM Form " r..* WON) MAM W[OUWZ1 #IAT UK" 0 r m "m WOW KIM 0 - 00 or 14��4' 7- JV MIA Mr nOjq� vt� 7/rAd/m, 12 04, I" a or )/4 LAG KXDWS Or CC. W/ X0 LAT ON ON OW BUH RONAUffill ING AMU= StALIE 1/0-1* .I= "LIM mc. 20 aw GAILVANIZE0 STEEL STORM Pma PARN W: LIECO.... Gw"L PRO'Ec" PRomr*- LLc- /a /om OATE' *W111-ff . W t PNONL to4)m*-IU& W CW)�M? 20-176 ..:: �m ALM u PIL Loy&% - 117 2 ME WW nma Is *2/4 1/4. 3/4 4/15. 5/5 & 6/5 L2 STOW IW/11. i�/G, 3W/7 & 4W/7 ANCHORS (211 SCHEDULE ON 3* MAX RETIE, Comeam KWK & WOOD (t) MW SH11133111,110all) ­..__.___ AmN.7- _4*_ 6 a 0 _gN Ah M fb�"_ 4 r- tr -,I - -r - r - r- -T - -T - r- -I- T DIREICT MOUNTED AT EACH EAdO MAXIMUM PANEL LENGTH "L+" OR *L-" (ft.) 0 MKVAVJM &S.O. OEM PRESSURE *AT= CONCRETE a WOOD OVAILLArtarts t zoo 14--*- tj�r ago Ir-lor 111-r J" yf�-r po'-7, J" 10--yo- 0--r 4AD 01-01 0%41 Ado, 81-1, 8--p- Sma r-r 0--j- SAO V-.r- ?*-*, 890 s'-01 " INS& 71-s' _r_ I.-,. Poll s'-II* no 71-01 V-0* sap 7�0` S&O 90.0 01-Ir #So r­r a*- Ir Iwo r-J, 51-r ,as* 6'-J* V-4. r too - .- i:__ 11&0 "M SIEFIXIM11010 TO GLASS SCHIMULE MAXIMM "AM UNGTHI N teft pm 'r I To ".h WIMD $ROD > I" -I.." LAIREff"Imms Rmammem GO LVIS 6 I/C �Ss TO to 7 J�w to Ia I 71,2 L - III-% rVus �u 1�111MIIPIIU^ �Aufmlflftu 0""M a �ft. Eal [qj­ -Wl= ON SAM 1) "DOGAROPKIRS (SEE SCHEDULE ON SHM _j WOW WAD REQUIRED -q) V MAX PANEL LDWH jsa sammu am SHM 3) qk_ I I I or v J 0 12 1/2' 0.r EV _j C. 2'*A* WOOD PLATE KWAO pa screcta ON SOME, 11) moumma &UED%m 1W SCALE 3/0-1- J MOVED PA UNBOLTED PANELS -ts, 1A.S. WILT LVI AS (SWU AS Wx VAX 1 4. 4�5 �1 1-1.1/4 LO.'I /4 6/5 I j. 4W/7 2W/ L Ila Son" ON WEEM 9. 10 -­-- - ---, REGULAR STORM PANEL miLLEVASION 1.07, N.T.S. 114 Oft, /M WN 7-"Z MAX GAP �EQTIQN 'A -A R(I) L+; ALLO:4� ""In FOR A OMEN P ASA DIM LOAD. A OWN WEIPME A&G- On" I" t,) PRO== To ocwk" MVR" Ma UEMUR* GREW A POMM A.SZ DOW UNA WRMW MAXIMUM PANEL LENGTH 'L+' FROM SCHEDULL -fvw NO (s) SEE Kmma BELOW POP mm. FORD. uwm FOR Romov. I amscATION, MW*JAATOG INTO WOOD AM LIMITED TO * 05 ILLC MAL &U. OEM PRESSURE RATING Zw= It. to III I I to IM. A"J.D. OEM LOW A WX PANEL LINGIM FOR e 1 le: .44167 TATE OF ORI 24 BASE G&VANAZED STEEL So PANEL OUML PROWJCT= FRODUM LW. *W1113W am/no COL. W -ftZ- MAIN A. pt 20-175 Be j AT a .4 To CLASS, (SEE $cHatax ON ow 3) a Ite OZ raft r GLASS RAPID. LONSIN I (SEE SCHEDULE ON=1e �X' em $16 SPAM LENGTH ALUMINA SAACERS* 12 1/2- 69-!Luj X70.C. (SEE TAKE B& ON SHISICT I Ij SEE "m FOR LORA704 MR MAX, PAWL LENGTH N s 1 112" LOAD SUZ.TL (SEE Sm"m ON %we 3) PANEL MATIL FINALE 0 OR PANEL %MVE PLUS (SCE SCr1I=r ON SHEET 11) I min. I SEPARATION TO GLASS. GLASS SCHEDULE 2-04' WOOD PLATE REOUIRW ON DIM 3) agm MOUNT Wj SPAM 10 ALTERNATM 2W m ri SCALE I'll, I . 11,141 14 0 12 1/2- O.C. SEE TAKE SHEET I I FOR MAX. PANEL 11ING" & FOP THIS VAX AJIDON DESIGN LOADS INSTALLATION. WOOD 44CHOOM STAGOVIED W/ SAID (SEE SCHEDULE ON SWET 11) REQUIRED _L . ...... L_L, -A WALL 19Nj � 111f MOUIff ALTERNA17VE 2IN SCALE: va-l- ** am VACOI SA OR K V ?13r I= 91. (1) MBOUAWN 6 LAM 10 A ONE SIVINT VALOWN RAN Ifr-r MIX POOR INIOF Pl::r 4 A NC=Fr ANY Anne NNW 0 V ANNOWER 0 Amon a" raw Commumm " "a wa TOM 0 an =j =r-z -tsyr (3) W& IS &ft PANEL LOWN 9 MU 10 W AT ANY WOM NMOOM "M ttAm FAIL toom ^LMM am 3"m 11� (431 I/r tm wpm ammeomp 0" mu st a amatme on W"TvA==W1. 1. Z I wa 4"ummm"144"W"y C-Im IVAM me Ite un (PP m or we Pm" @am am (C) Own 'MEN gm0m 0:HMIkULDEX, 1. STORM PANEL SHOWN 0" THIS PRODUCT EVALUATION MUMENT CP.E.D) HAS WIN VERIFIED FDA COMPUANCE IN ACCORDANCE juq= /.'* TAPOGN ANCHORS, AS U44LWALIUMM JNr *71" THE 2G;EC (70 EEXTICN) or TW FLORGh IRRILDINIC COM " SMAM PANEL 94ALI ACT BE INSTALLED AT 014-10 PAPIELMATE "ANNE 10 AMD PAHEIAMITE P11.VS 94040M AS MAMIYACTURED BY SLOG CONSTRUCTION PRODUCT16 YELOCITY HIMMICAME ZONES (MIANI-ONDE / BWNAItD COURMS)� , -05 THE AGM WENTIONEI) CODE, FOR A $ABC WIND 1/4,0 LAG sewn PER %,Os DEWA Woo r%,KA= AS PER SECTION tOG OF AS REQUIRED WHERE VOW PANEL WILI BE INSTALLED, AM FOR A DmctvmALft CA" 7/tS'o . 5/5* WOOD BUSHING. AS DISTRIBUTED BY 41 POW SCIREV. BOLT & SPECIALTY CV. 0-0.63, USING A9CE 7_16 00 SMALL NO EXCEED THE "XIMILIM M.0j DESIGH PRESSURE RATINKS NOICATED ON SHEETS CA) WNAN TIONINDED PENETRATIC14 INTO X I OF 7APCON AN*IORS SHALL BE 1 1/2' AM 2' FOR ELCO PANDAMSE PLUS 3. 0 THRU 12 A 17, 18 AND FAINELMALE nmmz 4) IN ORDER TO VIRIRV THE A004 CONDITION, LILTWIE DESIGN WIND LONDS OrrVWJED PER ASCE 1-14 SMALL BE FIRST REDUCED 10 XSV. DESCH PRIESBURE RATING BY MULTIPLYING THEM BY 04 #4 ORDER TO COMPARE "m W/ VAX (A.$ 0.) CI) MINIMUM THIREADIED PENETRATION OF LAC SCREW. INTO THE FRAMIE UNIT SMALL BE 1 1/2* NO 114READED DESIGN PACSSURE RATINGS INDICATIOD ON SWIFTS & 9 THRU 1 2 A, 17. 18 PENETRATION INTO STUCCO SHAU BE COMMOW AS PART Of THE REQUIRED THREADIED ft ORDER TO VVIFY THAT ANCHORS ON THVI P.LD' AS TESTED ROME NOT DISK VVISSIBED, A = INCREASE 01 ALLOONNU STAIMS ran WIND LOADS GAS SEES USM IN THEM AIKYSIS. FASTENERS SPACING TO WOOD HAS KIN DETERMINED IN CA) MINIMUM EM DISTANCE Or LAC SCOOPS. INTO WOOD SHALL. BE AS INDICATED IN NIS DRAPING ACCORGIVICIE NTH NOS. 2018 SrOM OAHU . S ADEQUACY rOR IMPACt AND WIND RESISTANCE " SEEN VIEWIM I" ACCORDANCE WIN SECTION IWO 12 OF CA) WWJM PENETRATION OF WOOD SURIMC BE 5/8'. 1/4 0­20 SCAM USM SHALI K I I LONG Moftium THE ADM MENTIONED CODE AS FER AMERICAN TEST LAB OF SOUTH FUDRIDA REPORTS #01514-01-01 A14D #0219.02-0, AS SHOULD STUCCO EXIST. AND I' MINIMUM FOR WA1.LS WITH NO Stucco, PER SM 12-99 & AM C 330-02 STANDARDS. AND AMERICAN MSFM L49 SOUTH FLORIDA REPORT flim.01-10 AS PER CA) IN CAN THAI PROC" STONE. OR PRECAST CONCRETE PAWS. MCOD Oil WOOD BOARDS SE FOVAID ON THE VASTIMO VAS-201 AM US-203 PWOCW. AND AS PER MCULATODUS PERFORIMM IN ACCORDANCE W/ SECTION 104 OF THE WALL. ANCHORS SHALL BE LOW ENOUGH TO REACH THE MAIN STRUCTURE OEM SUCH PAWLAL FLORIDA BL#LOM Cum ANCHORACII $KAU BE AS MENTIONED IN C 1). C 7) A, C.4) 2, ALL ALUMINUM ar"ONS 10 BE W63-TS AILM AM MUM (UNLESIL OTHE"K NOTED), SEE SHEET 2 tG) AACHORS SIOU BE INSIALLED FOUJMNC ALL Of THE RECOMMENDATIONS AND SPEC"CATIOM OF THE ANCHOR'S MANUFACTURER. 3. ALL ALUMNIUM SHOT METAL USED AT CLOSURES SHALL HAVE 3105-MI4 ALLOY 6 PANELS MAY AM BE INSTALLED HORIZONTALLY FOLLOWING NSTALLAT04 DETAILS SHOWN ON SECTION I THROUGH 5 CSWEYS 4 4. ALL STEEL SHOT mPX PNmfLS SmAILL NAME SFRUCTUW QUALLITY STEEL ASTU A-653 GRAM 80 MINIMUM. G-813 CALAAMMIZED THROUGH 5) EXCEPT THAT mtvm 0 AS %k4LL ACT BE: USED. SIDE. DOMINATION W/FY- 92 2 ka (AFTER ROLM). 9, IT SHALI W THE RESPONWILITY OF THE CONTRACTOR TO VEIN" 1W SOUNDNESS Or THE STRUCTURE WHERE SHUTTER 13 TO BE 5, ALL SCREWS To BE STAPILEW STEEL 30A OR $16 AM I PI r I OR CORROSION RESISTANT COM CAPSOW SrO1 AS PEN VON ATTACHED TO INSURE PROPER ANCHORAGE, THI!S SHIVMP SHALL ONLY AS ATTACHED TO CONCREM 11LACK ON WOOD FRAME sukolmm socis W/ 50 K-1 YIELD SFftO-CT4 AND 00 A. TrIGLL SYW94M ANO SHALL COMPLY */ FLORIDA BUILDING CODE BECTON 2411-3�3.0 10 EACH REG" STIMINI PANEL WMI L04CM OVER 90'. AS PER SECTIONS 1. Z. *. S. 6 AND ALTERNATIVES IW, 3& & 4W ON SHESIS 4. S. 6 A I RESPECTINEM SHALL MWE A LEGIBLE 00 READILY VIEW MAPPING INSTRUCTINK GRIND ON TENANT TO 6 BOLTS TO BE ASTM A-307 GALVANIZED STEEL ON AIM 304 SERIES STAINLESS 511M WITH 36 kO MINIMUM YIELD STRENGTH SECURE PAWLS WITH APPLICABLE RONFORCEMIDIT DL#tm PON= OF HURRICANE WAN" 7. AMCNORS TO WALL SMALL HE AS FOLLOWS. 11� THE INSTALLATION COHMAIZIOR IS TO StMJTAUIx ALL SHUTTER COMPONENT EDGIES WHICH REMAIN IN CONTINUOUS CONTACT WIIH THE BUILDING TO FROM WOO/Aft IINTRAP", (A) 1/4'0 TAPCON ANCHM AS MAXAJFACTVRED BY O.W. SUILOCIL INC. (Mi� VC-3192 P-8,0 2 SIGNAL PANEL INSIALLATION SHALL COMPLY WITIN SPECS INDICATED IN THIS ORNOING PLUS ANY BUILDING ANID 2ONING REGULATIONS 1/4* 0 k 7/8* CALX-Im ANCHORS, AS MANISACtURVID BY OEXALT PIC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. /.* . 3/ - SGUG-SFT ANCHOR-% AS OSIMPUTED BY ALI. POINT SCREW. BOLT & SPECIALTY 00 4. 4 " 13, (a) TM PRODUCT EVALUATION DOCUMENT (PLO.) FROMM Of INS DIGINVER IS GENERIC AND OM ACT PROVIDE INFORMATION jr-300c 014- 0 PAWLMATIE MIAMI 0 A PANRELIA11TE PLUS ANCHORS. AS MANUFACfURM NY ELOO CONSIRUCTION PRODUCTS. FOR A 91TE SPECIFIC PQWCT. ­ WHERE THE SIR CONDITIONS DMT9 FROM THE PEG 'ICS ZAMAC MAILIN ANCHORS. AS VAWACTLI40 BY OVINALT, INC� (b) CWW410 TO K RESPONSIBLE FOR THE SELECTION. PURCHASE AM INISEALIATION INCLUDIWO LIFE SAFETY Of THIS PRODUCT A 1) NOMUN EMBEGMEAM OF tie-COM MCAGAS WrG POUKO CONCRETE SMALL K 1 3/4; 2' FOR EL00 PANELMATE 40 BUD ON tIVS P-1.0 PROVIDED W/SW ODES NOT DEVIATE FROM THE CONOTTIONS, DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT Sn ISS THE CONTRACIONS RESPONSIBILITY 1 3/4- MR ZAMAC MAILIN ANCHORS. (c) INS PRODUCT EVNILUATION DOCUMENT WILL BE COMMERCE) WAALM IF WOW" A.2) CALK -IN a SOLID -SET ANCHOR$ IRIAIL BE EMBEDDED 7/6. INTO THE POURLD CONCRETE. No VMKOMIENT INTO SIV000 SHftL INE PERMITTED. 1/4 ' 0-20 SCREWS USED OWL BE 1 1/2" WING MOA" SHOULD STUCCO r4s, (d) STE SPECIFIC PROACTS NOLL BE PREPARED BY A FLORIDA REGISTERED ENGSWER OR ARCHITEV WHICH WILL BECOME Tma AND I' MARMUM POP WALLS WITA NO STUCCO. AND &#AT BE HEADED WAM OR ALL TWmEo SCROVIS W/O WAD, DOWEA! OF Ad;OOACpVR=gE Ct 9 WILL BE RESPONSIBLE FOR THE BUT WITH W"C NUTS COMG&NO 0 OM PROM USE Of THE 40 AS A DELEGATED ENOWER 10 THE AVr P.E,D GKOMM SMALL SUBMIT TO THIS LATTER THE SITE SPECIFIC OR**" FOR W". AJ) IN CASE THAT PRECAST SPONE. PRECAST CONCRETE PAWELS. PAVERS. MCCO Olt WOOD BOARDS BE FOUND ON THE E)usTm WALL OR nim. ANC"ORS SHALL ON LONG 00OWN TO REACM THE MAIN STRUCTURE BEHXID SUCH PANELS IF) THIS P.t.C. 314A.L. BEAR THE DATE AW ORIGINAL SM NO SIGNATURE OF THE PROPESS04ft ANCHORAGE SHAAL K AS MENTIONED IN AI) AMC IN A.2). ENGINEER OF RECORD DAY PREPARED (8) T� CONCREM 14. SHIJTIER ~ACYUKA1 LAM 94ALL K LOCATED ON A READILY VOU LOCATION AT STORM 1/4' : TAPCON ARCHON AS MANUFACTURED BY 1 7 W OUILDEX. M. PANEL SHUTTER 01 ACCORDANCE WITH BECTON 170.9.2 Of FLORIDA BUILDING CODE. ONE LAIRI SHOU INE PLACM FOR EVERY OPENING WOOING TO COMPLY WITH SECTION 17092.3 Or THE Ile . 7/4 ' CARX-Ih ANCHORS. AS MANUFAC171,111111 BY OEPALT. INC. FLORIDA OULDING CODE. 1/4-0 A 3/4* SOUD-SET ANCHORS AS DISTRIBUTIED BY ALL POINT SCREW. 900 111 SPECIALTY GO "TOP #141- 0 PANIEUSTIE FEMALIE to AND PARIELIACE PLUS ANC"M AS MMAVACTURED BY ELCO CONSTRUCTION 11 1/4- . ZAMAC NALIN ANCHORS. AS MAMUFACTVREO BY DEWALT. INC 0.1) MINIMUM EMOROWN'T OF TAPOON ANCHORIL, EIZO POALMAM6 AND V&AC IWIAJN MCI=. WTO THE FLORIDA BUILDING CODE (011on High Vol"Ifty owe Zone) PLOCK VAR StIN.1 IS 1 1/4' 9.21 C49- IN IF S0IUD­1ET ANCHORS SHALL BE EMBEDOM ?/#' INTO THE CONCRETE SLOC14 Uwr� NO %,44 fjE 7 Sam mumm, m 24 aa GALVA"m STEEL Smom PANEL to. ORION V' - TI STUCCO $HALL BE PERMITTED 1/4' 0-20 SCREWS USED SPALL K 1 1/2- LONG Wommum SHOULD Exm. AMD I' MINIMUM MR WMAS WITH NO STUCCO GLOM PROTECTION PRODUM LLC.- STAT All 9.3) IN CASE roAT PRECAST STONL OR PRECAST C044M PANELS. STUCCO OR WOOD BOARDS BE ORI BEHIND ft"CH Sam FL AXII, am 20-175 ra: rv! mr zv L IT, EXISTINC WALL ANCHOPS SHALL St LONG ENOUGH TO REACH 7W MAIN STRUCTURE ANCrIOAACE SIMU K AS MENTIONED IN ILI) AND IN 6-2) 0 NAL 0.1 W.W = or As CONCRETE ANCHORS ISSE C"011" OW . A . ALTERNATE LEG LOCKnom ALTERNATE CONCRETE_ __= CONC� COTCRETE ANCHORS ILGC Pqum� (SO SCHEDULE ON sram I THROUGH so) BUILDZW hipubmuc wwy V ". PARVI. LENGTH (SEE SCHEME ON SWEET 3) Will OF V MAX, Ilr 0Z CTIONIB� E.D. - EM OfffANOE (SEE SCHEDULE ON 'C`A�N BE SHEEIS 9 & W) COMBINED IN ANY WAY 10 SUIT ANY INSTALLATION. 4*xs* W) Dorm VIEW MEDIUM, S"ILICT ADEQUACY OF EXISTING WOW KAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHIFFMI PRIOR TO SHUTTER INSITILLAVAL GLASILCIVEIF SCHEDULE ON SINEXT 3) WOOD AMC' "GAS bm cow Dow Kam =�./ M (Sm sammg 04 werm 0 THROUGH 10) momkwma iff%,; CONCRETE AMMICHORS -4 Mo. "V M_ P00" LENGTH PAREL UDWH (SEE 9CHEVU11 cm SCHMULIE ON SHIET 3) ON SIM 3) S� or mmIx. 00"GREIE (SEE 11, AIIJ -- ------ - - SWETS 0 =Tmap"'Zol W/- a - ENY EXISTING POURED CONCRETE F.; :11/y- IDA CONCRETE BLOCK AN USED VJ1 A 11111111-:1J, I f",WA -11;; 1 IN ­1"7177 �ULAR PANEL 6). INTO WOOD LED -iwANCHORS scNmu ON 111 woo SHIM 11) 0Z 1/4r WCOID (SEE ScHcmu a 94M 11) k AA AV AIR` SIVPA^1Om TO CLASS. 6X. =RmIr"I (OR SCHEOW ON PUT 3) 1 I, . v . 0 PANEL LENGTH v MAI, -Aj� (SEE SCHEDULE PANIM LENGTH Darm- IF ON smw 3) 1� ISEE SCHEDULE ON -4 sox i - '(D or v or v OAK F_ 6 12 1/2' O.C. 5; VWOOD PEOUffkE1I 2-.4- WOOD PLL4V, AMUIRED Am ANCHORS SEE SCHEDULE am SHEET It) -2, W..-- ­­_­ %�._ ca ma Ail Eff mouhmma SCALE 3^.,. amoa Lmwnma HIM NO. 44167 AXITE MR COMBINATION OF SECTIONS: 1 FLOM BUILDING CM (Nm 10ftkoh V61"O"ft Done Zom) TOP Ar BOTTOM MOUNT CAN BE INGS COMBINED IN ANY WAY TO SUIT ANY 1. OWALLAWN ARE ONLY VAILID FOR MAX. A.&D� DESIGN PRESSURE RATING (gLIAND PANEL LENGTHIS AS PER SCHEDULES ON S 4 "A OF am itim ut 24 UK GXVAWZED SIM STORN PANEL 1p. IT INSTALLATION 2. FOR NEW WOOD FRANCE CONMUCTIONI: WOOD T, L79 C -0. OLOW Pwmcy= PROW= LLC. MEMBERS TO BE SOUrHERk PIRE No Z */ SPECIFIC DENSITY Of 0.56 ON EOM- L BE amw 1H ~ FL. 20-175 Ht owam N. cn m > 2 cc 2 cu -0 cn ;L-_ 0 0 C= 2 5- = m 0 M UL 4-- 0 cu > -0 E CU 0 cu -0 "o c _4­0 u) C�_ z z W mi 00 c%4 C) c� In cu V 4 n I .--x 2! Cj CA C= FE W 3r _c C%. cl. CD C/) cu > 0 L_ CL CL 0 c- cu 0 OL - C.) (1) cl) cu m Lu z z _j a_ SHEET NO. SH 1.3 I --- .....MMAWAA"� END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURM VAUD F R REGULAR, UF SAFETY & E-Z HANG SM M PANEL M SYSTEMS Q OR -(3) F smic, am witicit ~ 2'. r %Zr 31 W-" "a-vt -2'x =Ar*01=M=n 1/410 'JOIN w AWAL rENom 1113 uxxwm 2 r M cm W-9 L AMM on mi. 3 1. SHM ---- MRAL Puff 0 4- WOO= 6- NO 4 tsomm "Iq 4 1 2 To ALLM COW. PAM 410011 M. ------------ # I f. Ir. 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AS SHOWN ON SHEETS 8 At 7 APPLICAMILE to 043vevjm 44'"M OF INN LOWN *L 00 T~ L49 30" PANIMA1101TE FENAIX 0 PaO`EL- wm wom IT Or 13" Or Or IN (MM IT Or Or Or r ON odnom) a Ix a Ix 6 IA* 61/2- a Ix IN M - Ole it ix 1 1/4. r 71/2- w OR LESS 71/2- w r r 30 MIRT" IT IV �� q. -45 -75 Or IT -IT Or Ir (MUM) Or Ir 13, IT to* III (lop) IT 13' IT IT 6 1/ . so 111/2- 051/2- j 4 llr 61/21 4 'A. - - I Of t/4' 12 1/2- a Ile 4 Ix 7 7 1/2' r-r !r A 1/2* r - 12, Or Or I/r (1011 IT 13' 13, 1 owl 14W SEE TAKE #1 FOR VAX, AAD. DESM LOAM St MAX. PANEL MaM WIN SPACM USED, CORRESPONDING OKY TO ALTERNATE 2W ON %1EET 6 - I A.SA CUM LOAD wX"M PMM LENGM 40 PSF OR LESS S.-Ir * 40 PSF TO 50 PSF r-2' * 50 PSF TO 00 PW 51-10, A MAX. PANEL LENGTMS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE AMALIE ID OR PANEL VIATE PLUS M04M & W1 " 1/2- D.C. INSTALLATION DETAILS FOR UFE SAFETY P NEL M INTO POURED CONCRETE OR CONCREJE BL= STRUCTURES 14", TA"_ -111%, MIXEM, .F_,_ us Z -- -M"CWX OR �T C, A IN I r MM. 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FOR NEW WOOD FROME CONSTRUCTION: WOOD 10 i v V,~ 4m airm 20-175 MEM" TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 035 OR EOUAL OL KVIUMAMWAM "a"IL &140wis MM i 2 1 1.0 WWsa ft I 0= &I -My) 111159 1 lowmio Oros cn CD (D a) -*woo 0 L- CL CL CIO OL LLJ z z SHEET NO. SH 1.4. EZ1/itl, Erw/te AMCHM -`----_.(YE SECTION IEZI a ALTERNATIVE E71W ON SKEET 16)-----...._... �3' Ilse. • IINL.- .1' w. t' Nln MOO' N67C :ire /14X 1' 1/i' END ENO - �, 3/16'e ALUMINUM ((�U 0D0OPP IENkZ IA;T PANELOTO BE INSTALLED AT EACH OPENING SHALL ALWAYS 8E //2' O • O O O 4 0 -I PROVIDED W// REAM HANDLE TO FACIUTATE INsTAILAT10N IF INTENDED ',0 INSTALLED FROM BE INSIDE OF STRUCTURE. At PO PIM ' NOTES Or (i) Cf=1dITION OE_SEffLi 2000 E-2 HAND STORM PANEL SYSTEV INTERIOR PANEL) (RTERIOR PANEL py� N I NC OF PANEL + Conl. TRACKS TOP a BOTTOM. (CND PANEL) INTERIOR Pi ) �- ) WyK• SEE NOTES 2' 3, 4 I SEC NOTES 2 A 4 1 (2)ENO PANELS SHALL ALW/�(5 BE CONNECTED TO BOTTOM TRACK 6 OTHERWISE A STOP BAR (v SHALL BE PROiAOED At *P OF SLKH I M AX PANDISNGn/ PANELS. (3) 6 END PANELS ARE CONNECTED TO BOTTOM 7RACN, CONNECTION • • I I 1 SHALL CONSIST OF 1/4"6-20.3/4" N.S. W/ 7/8'a%3/32• WING 1ED PA18LS W/ .I' I NUT OR 1/4'0014" Min THUMBSCREW KID TAPPED BOTTOM M S 80.75 W 0 G OViAP, TRACK LOCATION OF FASTENERS LAY BE AT EITHER OF TWO (SEE SILTIONS Aeer F) EXTERIOR MT FLANGES OF END PANEL. 50, Or •L• (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM '- - Y - -' '- - MAX TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SHAU. BE CONNECTED 70 BOTTOM TRAC% USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF JJ_L JJ_LLJJ ILLJJ_LZ.�JILL ! CL1111LJJ_LL JJ1 LJJ-1-LJ PANELS TO BOTTOM rRAx MA OCCUR AT ANY PANEL LOCATION • • six FINE 4 -_-_._ I 3m- I S.IMY. ' �(I.,(�/ I• Me, .LEE r wh t INSTALLATIONS ONLY vALa FOR WIND E 3 `/R'/� NOTE S i SPEED UP TO 170 m.PUM ANCHORS - _ �1 -- -- (SEE St11110M RI a ALTERNATIVE EZIW ON STIFF] 14)' EZ1/18. EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL CilSYSTEM (t) SCAT F'. 3132`• 1 " 2./s7"(Ora N4TeM 1/4• lee, GI'P as VAIN �w1rr) /•, uAiL/ w SECTION A -A 1 N°11u'Ounlrrr SCALE: 3/32".r t" TILL/j✓, ``,.�.�T(L•P_A'. " gyp',:''• EN ''•'P FLORIDA BUILDING CODE Non High Velocity HUrrlcona Zone) ^ L - 0. 44167 N1o]o uwP .< 24 GALE GALVANIZED STEEL STORM PANEL uAme, a• •' _ * � min/tots --`-'- I L E C O GLOBAL PROTECTION PRODUCTS, U.C. •Q STATE 0 - I N e� wR ��� •. �• MLN MOw IM• p CONPANT?RLf1STtAR Fi0N1D .'•G J' w.. iailr':,'t`•w .« �i,^-:+1'],w Ir,aaa. f-Ms-rs.T. M It5• 20-175 ,. Net-rraT •°°+rr !U ••,• N.LTLPR/WR • G-0o06T19'v^� WWF No 1I111111111111 W11E A. TRI/r e. PI m'Y'•a w WQl I! q la �ENGINEEr4IN(. ENGINEERING EXPRESS' PRODUCT EVALUATION REPORT September 1S. 2020 Number Application1 7 - R 2 868 1 EX Project Number 2031543 Product Manufacturer All American Shutters and Glass Manufacturer Addiess 1540 Donna Road West Palm Beach FL 33409 Product Name 8 Description 24ga Galvanlzod Steel Storm Panels Largo Missile Impact Resistant Scope of Evaluation: TNs Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 81 G20-3 005 FA C for stalowiche acceptance par Method 1 (d) The product need above has been tested and/or evaluated its summarized herein to show compliance with the Fbnds Building Code Seventh Edition (2020) and is, for the purpose intended, at bast equivalent to that required by the Crde Re-evaluaDon o(t1Hs Product shall be required Inllowmg purbnent Florida Building Code mocipwtiom ct revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing $20 31543 tilied'24ga GaNanized Steel Storm Panels (HVHZ 8 Non-HVHZ)', sheets 1 5. prepared try Engmeenng Express, signed & Beefed by Frank Bernardo. P E IB an integral pert of this Evoluallon Report Und:TEST REPORTS nn static strurtival performance has been tested in accordance with TAS 2D2 lost standards pet test teponl(s) *BT-ASG-17-001 by E lackw ater Testing, Inc Large rn isile impact resistance and cyclic loading performance has been tested In accordance with TAS 201 and TAS 203 test standards per test iepod(s) AIE3T-AM 17-001 by Blackwoler Testing. Inc • STRUCTURAL ENOINEEPoNG CALCULATIONS Structural englnllenng pkule6ons have been prepared which evaluate the producl based on Comparative andlot tabonal analysis to qualify the following design criteria 1 Maximum Allowable Spans 2 Minimum Allowable Spans 3 Minimum Glass Sepaialiun 4 Anchor Spacing 360 SW 12•' Avkkut SUITE 106, DPFRrIELO BEACH, FLORIDA 33442 (954) 354.0660 1 (866) 396-9999 TEAM 0 ENGINEERING E xPRESs. COM EN61 N 6ERrNGExPRPSs,com FNf INEI--RING Page 2 of 2 All 'lmenean Shutturs and Cilass - 24ua Galaanized Stein Slorni Panels No 33% increase in allowebte stress has been used In the design of this product. Separation from glazing is not requred for installations outside of wind zone 4 and essential facilities Impact Resistance: Large Impact Resistance has been de onstr 1eA s evidenced In previously listed lest reDor1(s I. ann s accounted for in the engineering desgn of this product Wind Load Resistance Thi product has been designed to resist wind bads as Indicated in the span on the Schedules) faspechve Product Evaluation Document (i a engineering drawing) Installation This product shall be Installed in strict compliance with its faspo .11ve Product Evaluation Document If o Engineering drawnng) along with all Components noted aletain Product components shall be of the nlMenal specified In that product's Impact- Product Evaluation Document (1 D engmcmulg drawing). Limitations & Conditions of Use: Use of this Product shall be strict with Itni, respsLYrve Product Evnluahon Document rnl (i e engineering dfawUg) Be noted herein All supporting host structutob shall be designed to resist all superimposed loads and shall be of a material Yslod in this product's respective anchor schedule Host structure conditions which are not accounted lot In INS product's respective anchor schedule Brief tie dusigned for on a site specific basis by a registered professional engineer All components which are pem .nanny instaAod shall be protected against corrosion. Contamination and other such damage at all Ilmes This product has been designed for use will and outside the High Velocity Hurricane Zone (HVHZ) Respectfully. ✓ Mr NA `6: F i ,Fa,1�y hank licnnaido, PE ENGINEERING 0winE8ss "IT41=49 I Can Au1h 988> 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 31442 (954) 354'0660 1 (866) 396.9999 TEAMQEN6INE[RINGEx PREss.COM ENGINFERINcExPRESS.COM i -ahMwa CAAIIaR•. -::Y.I e,eg. ': : M• rn •a :J LJJA ,X PF>. R x m. -f^• 11Y A,I:A: _1 - uwvu o N r. �,� TT RA-fF •a.Y' - T" ., � I �iLl'tlu yp P U 6 1 :1 T'„`17 4^_ (.XF'•�'L N` �K{L1� Rt `" HA47i' t'AI - 1... tN, ° +1N; U a�u TIN f w W xf ri VM 4urtA ^f.c 4 ♦ v 7H r ,Z A - C' <g P a] - c A G n M.nl 1 rA+l -iuvr,. !: xa1 PIPd. ,.� ' �Ma � Tz ; Ic I: 311F3a rEa•lrn_. C� H R`` G.-lLYAa H , ,. i �'�• 1K - - , - �' N a w W I$ D �1'•' L nit s nir Y 4� yn I a 1 o Dlr to f A,. u.•'hrk -1 � T 7I CC � FL .IUrEuFc'CNf - xSr- •,01 - � •: H-4a-XY LYlsl NI I•lP. L. W+: _- '� T' .a H111 'TM F '<{C1 rw.FU a S QL•T.T+ C}CA w .E: Y. Y F1rII Rrtf1 Y � x m rfACTJ"a M)I,t: N rGAFTP rAi .. r . . - T J aF i 1 - #a.Y a: f<OLIIIG/nOOft '''L'r• al 41A x a I IL :%N AIFI JR. <:11AVJ.1 t. MOUNT ]CRIOq Lit V' C-A't1A cc I � ^ 1` XA( 1:1 S Si W7Y ]E alit -:'Ai ......... n ..... NIPWI n-(llnn LF3.N�l:YP.1 I n l:,.111 [ _ y. WA!'IINYIF till N •+:-r) MP•.n 1 'W�. At _ .Eta'\ ' • Z � k V^KA PT' aRr,e"M ,1yp� Q •C - DNTK <T.nC'E--H31,ar' -<rA:1•-wL11f4Y'IY''Y ] .:1 tIH,FL'IIKAV /1-YfALL NWNr a?CTION NrN.l rr:}'r•.'. Mr/A7rl'l4r •.lrc'LVrA>rc•y J'.e1 FV. xIIVAi�VA,. I nt4 "IhlaY ari- g ✓/ ',� ]t F, � 9 Nr�D Y.flt-' Rxt'l1. -e �/ 1-P{I A7p wl_.'YL. Zr IT, a v L6D]]] rQ7 ."al 6 'T' '•'4`•5'°Y' .KYL, 1-l'M•IaU W1 �LNIf.11(W IY M+vvwv N^" Lu r.rn tie aFTrcxva9:Iw.R, 4•r-na cT gn1�n.IA W In1-': ,CTInIY.:x.:F•T. nc,rc a, ::-,�, N N l:. 1:1111•N'!•1 'Pa+�tl".RT;(+'Si'61)•Pa•a '� Q CP1CJ.a M,NII J'.L-',A J'�t ,I 1 I M••::i: r, I- lAL'N,M.1 AL', IWMI Ur1FM Il '1MhILN 11' J _ u 11.anlT. x• IC .Hl-ILO. S2UTV.-£ S P xt J_t �: u+t r r.-1 ..a pp a � t� � � 1• 1 1 111I L•U R JS M n: I q yy 2 0L6!� I a I a� 3� r K'x1 •Y� -/Y 1-n'�'r _ f'•Jt kC'L�2 M � �. 11 In:tt P4.I :v-. � L in-urr,'WR,IJAa XJLEotLllf 1•' -1 _ - :JS§: -HIV rc• Ral'4Jr:!•NT m - N a Q �� °-nii, ALL ?yyT ?Id7tl1CMi1'M�li•cn E.• iL ���} tP`: W'1R ' f lrlr 'tl R C>.Y•.V )"r F! _ _ �r•� iw -:IW ,. Illyl. r.'J/1}.JL'iilo`0': N:t4 fi (Y1hRe RrMN(DMN.rL1MIT 20-31543 :. ,Crtrc:tl: a•• fF: .Y4t,nf^f AY•Ma A'" Ire'MA.rIAlN-L- {Ern,ITPAxYRr'+•• 'nrlrN in.rY .t(yrxrrfaa -. r.•ch'rF nvt' • a.01EPCI_ ulu/ (c. /1DPnpNµ TONBOrTpM C/g9URE Ll OZAa .q u x o-.::cWP PIFi ' '�., - .. a7. r..•.. a 'N'Ni YI O:'IIUIG'..iJfIM:.� A rnF �<.:11v: +P,. x , ,Ircia: o7rr:.l r -a• w'<. i•;� I.1te1tC�. ^(: IIIWI/IIIXIM M(%INI F IUMIM G-AJCW n'H' IAN:UIfIW:I EPNea NN:I IaN C) [1 INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL (i INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES - T' cwrnnc rD1R1EA CONCRETE OR 1 4Y UPCM CONCRETE BLOCK /�� ANCPIOR 0 I2' O.C. RLWREED. � HEX FBAG TO[ I Ay 1APCON j 'T�' 14Pl' MEH HIM TEAL ROOD EEJ1p(R J f lu''j✓ - ,/-� ,_J114481�' ANCHOR 0 12. 0C F1EONi7 � ��4' F710N 0•a/4• /• J 11 J_` FD. 1• ` tIM. ', 1 eOLo W V1N M%M• M 1 -1/2' 0) 1' sill. Mae ... ( IT_ SEPNtATX)N 1 .-I B 1• Yin 1 � ...�_`-_. N 10 (:L,L-SS j I ? . POP «+�, E �1+�•� POP CLASSGlAS4 +^' ' R 1 , V Awl f 1 NYFT 1.1 R0.1t •,(f ''` MVr. I MAx R w P rMaaf _ II PANEL LENGTH Or I I Via b I L PANEL LENGTH A o.AN- �. IL , i0R2' Iti'SEPANATION R'--SEPARATION I .4.74'R II t0 GLASS U489[NEW SOW 'L' ry TO CLASS [ 11F 4 4W •L" MOSCR B YBSCRfW A I - L-o11Aa 1 1/2 C7)' ff 4Y TAPCON ANCHOR ' �1 V 12' 0.0 1/4•. TAPCDN D{15T9NG POLNECO I I y _ 2.4• R000 ANCO C OR O 17' CONCRETE oa nEEQUIRED CONCRETE _._ , U l..... • BLOCK en REOUREIG WALL MOUNTING WALL MOUNTING SECTION EZi ALTERMTIVE EZiW SCALE 3/8=1' SCALE. .3/8=1" �1e1HI111IN11/Nr Ti([/Z�a TPA.-•- ; �; ��GENSF •.� FLORIDA BUILDING CODE Non High V*t*Clty HUrrlcune Zone) manES` # MIN. PANEL LENGTH D. 441 xmJo 1A1[Op. Luc. 1A. 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. DESIGN SMALL BE 2'-6' 24 GAGE GALVANIZED STEEL STORK PANEL Dx1PM *' PRESSURE RATING ♦/- 40.0 D.a.f AND 6'-0" MAX STATE OEc GLOBAL PROTECTION PRODUCTS, LLC. 077:�/IPIo E C O PANEL LENGTH. 'i-.. „L' IM C FOR NEW WOOD FRAME CONSTRUCTION: WOOD.'`LORIOF-' lace A• !I ft•vi T - 2. T INe` ["�.r.. MEMBERS TO BE SOUTHERN FINE No 2, W/ SPECIFIC "' 101 •1p" " Oax'n Ss114 20-ITS m r�-: Lei .a' �u� PII'ant:.Isa.lr-».a, rNc /.a.NeP-rnT 14 DENSITY OF 0.55 OR EQUAL.rlrr011ru.c/^A[ was nf' rF .r-w wi0Fail fxln O or 1e ALL AMERICAN SHUTTERS AND GLASS 140a CAI VANIZED STEEL. STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED I- (PERP, TO PANEL SPAN) top MOUNT (CAN ,fro. TYPE AS REQD) SECTIONS BOLTS WITH WASH lRED WINGNUTS FASTENED • OVERLAPS 0 MIDSPAN (USE APPROPRIATE. SPAN TABLE) pJ PLAN view IryNNt' �=5(('dr � a0,156° I OTTOM MOUNT B \ (CONN ` .J9 MAY ME AT & BOTTOM 1 TYPICAL VERTICAL MOUNT ELEVATION 1 N T 5 ELEVATION TOP MOUNT ( S PI TVP LJIFAx PI TV (SPAN ABOVE ucnoN) BOTTOM PP1{ ^M W NT �i ( -ty $'��py6 AS REQ'D) . � -OBSTRUCTION (LOCATION MAY VANYI W rAS YPED) BOTTOM MOUNT (OaNy (SPAry BELOW TI RE AS Eq'O) OBSTRULrION) PANELS MAY Be NOTCHED AS REQUIRED, CPTIQNA4T ,"-20ST1TCH PROVI DW THAT CONNECTIONS AND BOLTS WITH WASHERED ANCHORS AKE USED WHICH SAnS% WENGNUTS FASTENED 0 SPANS ABOVE B BELOW OBSTRLKT ION. OVEJILAPS O MI DSPAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 NITS. I I.,V11101.I ALLOWABLE PANEL PAN NE S &GLASS SEPARATION SCHEDULE: 24 U W GE. PANELS UM s P TIO ROM GLASS MIMM TOO 9E AM NF MPANEA (HVHZ, WOO ONEai FlfENTIAI IaOHItE5) /AA1l1A/UM OtS1aN � AMDW ABLE 1 7ALN SCAREAT NSIAMAT1011l LESe N4S nON ER RRFS3URF SPAN Il1aEl THAN 90'AaWEORAOE THAN 30'A60Vl GRADE (PORT AWt Atli 2.14In • ds 13B.0 sob N1. 116M •NS 110D1w 6.04n 2-44P, .. ! AM 1B0 aoaM a IR { SPAN SCHEDULE NOTES: 1. ENTER PAN SCHEDULES WITH NEGATIVE DE57GN LOAD B PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLDWAM.E STORM PANEL SPAN, SCHEDULE 35 ACCEPTABLE FOR. USE WITH PO$nVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2, PANEL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRU SIONS ('P"-TRIM, STUDDED ANGLE, ITC,). USE 6.77 O.C.PANEL PAST NER SPA 1 TAB VA e C NG LE VALUES FOR ALL "H"- AND ^U'-MEADERS (INCLUDING BUILD OUT CONDITIONS) 3. LINEAR INTERPOLATION E T LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: 1. ENTM SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETEMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED 2. SCHEDULE IS REQUIRED FOR USE WITH P051TLVE LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NW HIGHEa LOAD 3. Mtap INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE Of ESSENTIAL FACILrYlES IN ASTM WIND ZONES 1 It ROUGH J. THE GLASS SEPARATION SCHEDULE 15 NOT REQUIRED AND NO MINIMUM 52 AAA71OR FROM THE PR TECTED gMING IS REQUIRED. MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NOTED IN DESIGN DESIGN NOTES: SCHEpULEs - 1 D N 6ATNE ISF51 N UR C LATED FORR UU�WTH THIS SYSTEM SHALL BC SDET RM O PER SEPARATE ENGINE3HUNG IN ACCORD IYCE WITH THE GOV NG DEEy yDyo•Cytt�����RE L' NTS pS ERR�1 �p A YYETH A5 E 7 AND 4P FR OE7E MINED IN L.WIIUANCE II CE C1{ T 1602 OF iNE FLOWOA BUILDING CODE SHALL BE LESS THAN OR UAL TO THE POSCfIVE OR NEGATIVE DESIGN PRES URE CAPACITY VALUES DSiED HEREIN F13RANr ASSEMBLY AS SHOWN. GENERAL NOTES: 1. TINS SPKIFICArION HAS BC•EN DESIGNS AND SHALL BF fNR14ATED IN ACCORDMICE WRN TrHE REQUTAENENI9 0f THE FLORIaA {UIL.OUIS CODE SEVENTH EDrt10N (3Lip) FOR USE TNSIDE AND bUT91D¢ Of THE NVH2. PHR TAS SGGDI, 202Eht4AND 203 TiSr FAOr«O M CON rRACIOR SMLL1NVESTIGATE INDIM APPLY.ar0E8IDNTO Cp3T[RU aE'fOND�gaS STATED HlPBIN NAEY Wall, lY ADOMONAL SITE-bP((CDIC SEALED ENGINEERtNG. 2, NO 13-t/3% INCREASE IN RLLDIVAaIP 6TpE55 "Ali BEEN USED IN THE DEBIGN OFTHIs BYStEN. 3. THE ARCHAt WI ENDINE H OF RECORD WR THE PPMALL ES FOIL TH ITNT GRRm OF ALi fiUP00RnM66UNFACM TO THIS DESIGN WHICH SHAtI BE C00 1 ATEO 8Y E PERNI c COMTRACigA. 4 SEPARATE YtT[rSPECtfIC'gS, o HOp{NNiE,t RING SNNJ. BE PEdU VED NI H�IN?CONTACT THIS ENGINELOADEROFOR 4LTEIVIAaaSPµ CALCUU'rIOtIN AS MAY HE READQUIREO. 5 THE SY6_ DErAo'co MEREia I9 GENERM AND DOES Not PtoelOt INFORMATION PON A SPECIFIC SITE. WIN BITE CONDITION6 DIFFERENT FROM ALL U M T ir"D TOWN MAY BE IMTERC HANGED AS FIELD MAY BE MOUNTED VERTICALLY OR ,O S A B 6 N EREN ALL LL BE ANCHORS 0 TO INSTALL ALL CONCRETE ANCN0A5 PER dClIT10N, SYSTEM ERECTION, A (ONSTRUCTION PRACTICES BEYOND THAT 'N 6 ULLED Me BY LOCAL, STATE, A "C'­ C 'e W." B PRO. ATUINS OF THLS PIAlf. EXCEPT AS EXPAMLY PROVIDED HEREIN, NO ADDITIONAL ]PICATIOxs OR ANMAT10IS Ails iM71"O O. ALTENATTONS AO YS. OROTKE3 MARIORGS TO TMIB DOCUMEn NOT PERMITTOb AND INVAIIOATE THIS CERTIFICATION PANELS SNN.L BE PERMANENTLY lABKEDW2TH A MINMUM OF (1) LABEL 20-31543 1 VISIT C'CALC.10131513 $r� F:R 9 = �: n: D'JIAr C•.1 Mal .P s•• P FRn,uAar -w-m. T MINIMUM ALLOWABLE SPAN SCHEDULE P MOUNT d } Need., 0 a' r 4' 2 r " 26 Wi1'U' FI••d,l PW Cr 0' 0` 2s' 2Y 2r Cr0" 24' 2r "6' r Z Z.6 S, V Need., a' O' O 1 r 2 2r 2r 0' Jr 27 26 O 2xsa zr 7T 1 I^ it, 3P aT 30 n• 3r fAAIdP TncA 3r 24^ z 4' Jb" 46 tlr 4 4T 3a sr S •r r111a 2s 1 - _ i '-- sD' 2T err O C Slue-^ tie MlanN Dr•O MovM P2' 2 4" 1T 2 r 2S X 11' JP 1P 46 30' eo" Ir 2P )r 4r 11' 2 1" 2P 4e• Ir as J 1- Sr o N a 6 a' ]T' r IT 2r P 2 r 27 TQ' m 'P Tr11dl 2-'2r r wr 46' SO' 26' 46 2r N' ]P yl II" 3O' 31^ n" 11" JS' '•cN T6' 36' 3T BT I BT at 5a' its ai. ON ANY LESS LLY•MAA11-O•MOV IMIx4 • UNDnOMe AT EDP W tip°TOM PAWL LFMGn,1 1- 11W)BP ANLM NOM IN 1-1 I. Mnr Aare n Ib SE1M641nm CO MNl6lo MERUINEO WwFM ,ANW aeNR1H IS lNlAr(a •1NW r,wl MnfL Hrw el3PSM QSW*SRGIBIINr41I(w Amvt l SIDE IIDSWK• I.tD,M ALL Itf!Ow1 r101AVla NI YAN AYGM. a1WP[<1Cr :lO3LYNY AAt II,TI •pu W a IKFPWnHIANLST rIG CtF1DinON6 i NM•A •S OFrA F Ma1Mn . Reole rs9 nee PaON tags. Hki M col u ♦ TA•1! sr,il6 Tp ap11a 2 • IlH G IIRMd/1 e{IfTN eDLT'S ,lip WELL . •OIH wit^ FAxeJ 39 fw 1 344E rAS'VIRS • ea S' M i.21 0, 1- AANF+S lyr 9M✓1 N' MiNIMN. NLNT• ONE Ill OF M OAnIPW Tly a egITOM d D']U,tf 1 DnwNc'rolbnAax 11H ARY nDWmrw n 1,10WY ,, N6 r3YlO1 IYa w,IaaE afA4II1P1' r QNWONALINTERIOR FASTENING DETAIL � N.T.S. OAST rAN4 IN5TALit� .nH IxrERtOA N-]v•1-S _S10ewA.F'IYAiW HAc1eINe 1:0tnv nReu M' Du wxt wI r4Y Nur4 cox A INONur SHE FP W w Ixslm P4cR a N "JD . 1' r1AOQM9 .ill[ W $c�.c x) W W m J alIlAeu 0 1 0 9 E is VIINGMJT • 17N' D r- LCLMMP'C'R evrro,i Ma,M PAIEvaiON AADMt7!rn •• H l [ •� EI U IM[LI //RinOM �fJ1NN. tYR 4Sa q � N O G I CONK TR AAA 'b W N N A Ar H e •,1moLfinwrr.x.�w W,ACI i m",a v:l'�uE�G14NIN ANc,�.X 20-31543 WYMP q-I- 9AAaI TANo' ! LF.' A- -AC. +n w.Lss r,xr. m OPTIONAL EGRESS PANEL DETAIL '6 INTERIOR FASTENING l I arvY oL _ - FDEaOa D.r]s4' o. �„ T Tea" -� Y+tP Wuux 2- �4• e.TSD" DABS" �n.o9a' 8 A91" " T-- lzb' TYP, leaA _8 T W -037 4.094" iv .46]" � �• '044` � 1I � "r' 1930' If. 3a° m NO 062" tl.W2° 1_ �p6 10.425" 2.000' .Nit kV1, LOS --I .030" - 2.000 B oiu" xsg -! 2.atlD° I-- J at1C10" I- TIP .121" L,IBO" a•N• IF Fri V }1' FEApFp__ BUAA•�0�•�. uTy HEADER ,�,� �-PPK OL0511aE �SND .WQE a W � g I] II f•3 ?BO" PAX 0.313" j p WJ 3•Sl 1.560"F- 1.56D" BID I 0.1 31 60. 176 ,-•� t1�655 -I O. Dl ,b55^ D.I50" 1,0tl7` 12.s00'PAPIEI COVERAGE i,- dss- i 04 D. :i9o°-•I ��E�3�3 .fm. 'i Y�i �y O.5 D.25W O.OSD' ♦ p LNi 14.875"IAMELLEI .0,545 ,150• 1Op r 1 � N otxecrw x �7LGitdlEl _ zso" T-iyI 0,090" T" O.D90" -� MAY K T-- 0.6a5" 0 )to" 0.305 -•R-- TYP �I"' 2.00 " 0.09U``NlvHlauu 0.T15 .TITS R0.135 (n P. /a1I111-011T T 1RACk �."P• RIAOE -"SBA(- jRAG•K0� MA' 1EJ wuol T_ 09 RETNOLF WAVIER rw-nDee �M- $-I - T2sw 3 DIM" OS SEf• AlYxle _000"[%TERLAP(AD CONNFRCLOSUREDFTNL 1 N 7 l : 0.188" r Du7TIr.:nv:nEr V .25" MAX.MAX BUILD-Oznr n- W pISTANCtIn InI 1 .�. H+- IR:rJ'i u.•3. " s1 n,+Ni"': L• t.ii•I :4a fF'u..lx, xs,uv.iau.a Franco 1.000" +i %;,il'.0 : zf 6(N41J 1 -_nrs LP s.sEJrv]'Rt N.:-.I ..;vac.'rti'MPY L 'a I OVEPL4P :•;,W I xna 3.BIA",4 -' �b q�b > A d eius,n:.J. MAX c (xlMl fJnW I alAll 1 I" IN4X � FF 1 1.50g" rr yy ., ,n xrtW TO H' TITS CC'FPdti e :^Tr ti1fl:q il'U<x I?.Aa1G NIN d [LIFT tP • LJV,2U+ .'YlgqgqaDKl: 2 dD%OIiLA� n r•h qA'Y C. va--t in. 4" MAX, IMt�• ! yA` W:1.%.A�I•'. "9 1n Nit:-12HJW ' �eP4' L L 4+.1i //NN IN 1: J4sT F<'cT'Mt'!NRJ-" fye i 'Y•QL /�'�� CDRNEA GLOLAiE OETNL 4•F�1CF`R 11,Yi,•A1F 4V+ r " t -I.•AfPKwr"rYln nor•"•-"'rt 5p ; ll- EMBED' P t nNrhn%�v a �.,A.e: ■� pp �IC�III is ('1 T M M W n C40LUPF DgtAp �' xTl.l...1r y{ y �t a hit H 'LNJ Nia. �a h.A yhit ■p F B1 rAurBiLwuart 20-31S43 ANCHOR SPACING SCHEDULE: 24 GAUGE R4NE15, PANFi FASTENERS i 12.5" O.C. 2.3" LEDGE DISTANCE! SPM UP TO 0'-6' STAN Ur TOVr 4 '-IW -- I. " ] + MAa -aN IINCMOR PRffaael TYPE 'CONN 11►! Cl C2 C3 C4 Co"!!TVP MyEIR TPt C1 C2 C3 C4 C) CZ C2 C4 1e DEYAAl1ULTPA[011 II s•rx•lyralpm 1 16.0' 1 7' 99 12.5' ] ,0' 012' 6 1 6.9' S" la D 4.1" 1' a 2. 1 16•a' ]L 6 a0' I2.S I6.0' Lill S. 12 S' 5 1 .0' A ' 6 1 6.1" 11 Na :W "I { -Sia LBO .l a4 S 1a 1 •-1.4 En" a] 12 r' $6.01 5.]" &r 11. " fa 0' ex. 3.4• 12 S" 14.0• as- 3.4" 11.5 16.a' a1' 5A In {.0' 111' 3.4" 12.5" 16.0' ' 1: 4 1 I /r t Y e I Is DENAITULTRACON 41 N 1 .S' Ilia' lea tf P 1 s" B 0 1, 0.] J" d. '• 16.a' 3. ' 12r 1{a t4. IC 133'fall 1 0.5 13.1' 1 0 11A LI+ a2 T 1a ' 13. 11 1 a 9. .S 1 0" 1 - a- q$Fj] !Y_^�'�•�� Tz % S2.T' 160' u.Y as• ILl u s 11.n^ ]S.q' aE' E2r• IL e.oT 12 H' a 3' 4a+ // •'11 A rMNr IP dl ILL NSfNTS SOLID AO 13.5' 1a a'1 a 6 ma, 111" 1A.p' r" 32. T' 15.7. 16.7 IAVI Ex r' law, :Lrl 10.81.I2. ^ tie 0• 12.5 10.7" LIS IILW 116 13:11P' IZ S' lA a' 1 3" lafi 12 S" Ifi 0" 11.1' 10.6" N y. e1 12.T 19.01' 14,4" 1S.V %Z.5 'NO" ILS' 1a.o' /2,I" IZ-5" 15A' LS" S" 1,0. 12 " 10.6'• / Mrb II WNI MYt MAIf 1 I 41 PrxY.a-�'r.0 la T' 12.5 1 a 1a Saa' Ma' ff dB a' 1x I■p' 1 ' % Sa 0' 1 .3 tor. 12 1 14,0 SST" 11 ' SAD 1 0 1 la St.S 1p. a'] 7 A' l 2.5" 30 1 " 11Y 2 " l p 3.1 l 1 MB' 1"' 11 2" N x 41 12.5 1 .G' 16. 13.?' 12.5 36.0 153' 1.Y 1215" 19.01 15 S' 11 2' 35 3' It_-, 4.2T""a"'a2S' 6.4 Iii r1Alll ..11. 41 a2S' av'CHI' 1 ixvCE/Slr1-U4`MDVP33 9,1 4f 4.2a 6.29, I r7a2 r IJ4^rI-I/4'rMXru 1] a2.r' a• ).P T.]' 12.5" 11A. '0Ea:O' O.a" 4 .3" u CA trw as. TAPN 41 iZ.S' 114, aa- EA- E25" $4.0" 4r' 4.0 a • 10.7• .1 4,0" 11S Ie 2" - Ea' B25•' 111.7" IA" 4a' 6,E7" 1a.7" A] 14,13 40 1213' 4,7• 4,6' 6.25' 103' 4,1' 4, a2S" 07 4.1 40" Sr Aa 7" A. " sit" 10 T io' CIS" 4 Lo7 I' D y M. "10' rgaHi at IZ-V a a' 14 1-, S. V. 12 r' Is 11 9.1 ' 7.11" 42 V' lac 67" iK ALL 701NTa 80110 OFT •1 1L5' 1e.a' 1 Al` 12.5" ]e. 7.6" 6.3" IZ.5" 18.0 7, 6' 612" T 31 1 ,5 1&0' 6.9' 72" IZ.S 360 71.7" 6.2 125 60' 7.1. Tr IZ I ]ID' ) 7• B 1. 12,Y 'so., TT 1.92 E Ili -a- 1 7" 6 '. 1/ I11J-anfl, 33 12.9 16.0" 0.4' 79` 023' It.3 41' 1 4,1' 5,23• 10.3" 40 17" UFwN1 Faun Hn,� H 1L 5 13.♦' S2' 4.e' 2s' sr 7.6 33 a23" 1i25' 11.5' 4,4" 4.11 6.25" A2•' 1.5" 13" 13" rF777ls�E. N 62S' 1a 6" 4-1' 7,0- IL25" ��-SIEYIa��YbP Sl 1.1" MAa n on ANCN011 lllHryfF (PSFI VAN P tic -I HPAn IP ILA r•N'Type uw1 IY It OLIIP _ N1YPE' CC�TTF C3 Q C3 C4 Cl CI C1 C4 SY7Mf TY C3 C1 CI C3 C4 V Y" .2" MUD 32 -M ,PHW 42 N �► f2 T212.11faa' 1 . B.0` 1 60 ]09` 2.S 1 16D i60" 7. " 12 S' 6.0" 2b 6.7" 1 2T 160. MW ae" 11T ]6.0 up•' al" II s e'l!•tip" 1 p 12.5" AD" 1&0' 7.S 1[.9' 1 ,3 14 " 6A` ] 1 S' 3 ] .0• 4. 6. " 1 7 0 16.0' N O 1IL ' co" is S 6 a- 3A 0' 10.0 lA Y' i.0' 14 T" {0' WS' 32T ILA' III" 6,p" lefr ]4T' lip" O •14r I UYC Ba ' 13 WOODeORtW A 1 49 Sl 71 12.S 15.0' 16.0" '0"12.3' 1 9 1] ]" 7.0' 12.7' l25 ]5.a 14.1" 1' t2 & S i 6a' 9.T D6" 11 T' 0 16.. 9.7" Jf ' 72,5 ill LY 5 16A-no ,der 11.1 MO a, - 7.0 11,5 84 12.T $.6" 32.5 ""' 18.0' 16.0 9:6 Ali tie' S.B. 9,6" P11111 125 ]71' 125' 16D 9r 6B'• feIT 1610. e s ]!4 i 33 TAP call'cA, 41. y N T i1� BE 72 1.2.T 11,Life" 11.5' 1 0' 1 lA 3" Sd.S 1 .S' 16.0 16.0' 11.5" 9.3' 12.5' 17.5' ] 0 10.`. , fig 4 _ it 5' 12r' 16.0" IQS' 1s a' 9.11, 12.5' 1;, 5'160 160' 9:V. 9.L" 12. 5' 1 r 2 All 111gIN 41 1 PRAMF- WOOD quou c N DIE A.N.W IL rI 5' 6, 4• 7. IS S 0.a s. • 12. 11 5 T' a t S ae.a' .0" 3.9' 23' 1 12.Y' 912.4 B 11.5 15.4' S.9" 5 6. 12 3 a ]" 4.0• a2a` 17.3' 4.7 4,0" 47 S 4 1 [ .7 -0 4.}• i 1 12 3 A 4. .7 D" 6.29 17 4.a 1 4.T 615 12 3" 47" 4.0" O,IS' 123' 41" 47 0.25" 12.3" 4.!' •D' ANCHOR NOTES: ANCHOR SCHEDULE APPLIES T APRODUCTSD HEREIN, 1 E O ALL CERTIPIE gl7r ONLY PROVIDES MAXIFWM ALLOWABLE ANCHOR SPACING. MAXI MUM ALLOWABLE SPANS AND PRESGURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 2 ENTER ANCHOR SCHEDULE HASEDON PANEL FASTENER SPACINGTHE EXIS TING; STRUCTURE MATERIAL,BANCHdTYPE 53ECDESIGN LOAD GREATER THAN DIS EQUAL TO NEGATIVE OF51GN LOAD ON SHUTTER AND 'ELECT SPAN GAMTER TMAN OR FQUAL TO SHUTTER SPAN.SELECI CONNFCTIOPI TYPE BPLSED ON AVRRODiUATE MW N71NG COPA17[ON (SEE MOUNTING DETAILS GN SHEET 2 FOR. IDENTIFICATION OF CXINNECT ION TYPE`. 1. "PAWL ASTENERS" ARE STUDS USED I U ON MOUNTING F E N COW PANE WITH ALL NG EXTRUSIONS 'F'-TfU1C1C STUDD6D ANGLE USE 6-23" O.0 PANEL F ( Ei'C ASI@HER SFACTNGTABLE VALUES FOR ALL "H"•AND "U'-HEPL''ER5 TNCIUDIN ECONDITIONS) UIIDOUT 4 RNCHORS SKA11 BE INSTALLED IN L'E ACCDROANWITTH'MANUFACTURERS'RECOMMENDATIONS 5, HOLLOW CLOCK HOST STRUCTURE 5H4 LL CONFORM TO ASTM CW OL= 6 MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR Sl'$1EOULE, 7 F40NIMUM EM DMENT T BE ANO LOGE I]IS RNCE E5(CLUDES STIKUD FORM BRtbt AND (1TrlR WALL M NIBHES WALL FINISHES 5 BE LIMIT OTD L 4" KM OR SHALL E 0.I H SHALL E SHA B VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. V B, CONCRETE ANCHORS NOTED 116RE1N SHALL BE EMBEDDED TO UN•CRACKEO CONCRETE ONLY. 9. WHERE EXISTING STRUCTURE 16 WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE INTOADEQUATE, WOOD FRAMING MEMBERS,NOT PLYWOOD. FASTENING TO PLYWOOD I$ACCEPTABLE ONLY FOR SIDE CL05l1 RE PIECES. 10. WHERE ANCHORS FASTEN TO NARROW WE OF SIUD FRAMING, FASIENEA SHALL BE LOCATED IN CENTER OF NOMINAL 2" X 4" 1MIN.) WOOD STUD (�" EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE "SOUTHERN PINE" G-0.55 OR GREATER DENSITY, LAO SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HISAO, 11 at MOVABLE ANCHORS ARE DEWALT PANELMATE, ALL -POINTS 501.I0•5/7 B BRASS BU54HMG LI, MACHINE SCREWS SHALL HAVE If]' MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS H!W OR WAFER HEAD (SIDEWALX a T) U 4.0 l3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUD23 STUCC O OROT HER WALL FINISHES. I+ DE61GNATES ANCHOR =40FTIONS WHICH ARE NOT ACCEPTABLE USES. 15 * DIRECT MOUNTING CCNNDITIONS. 16 UNEAR INTERPOLATION IS NOT PERMT EEC FCA USE WITH THE ANCHOR SCHEDULES LISTED Oil THIS SHEET MAN•k� "NII'a'41°riL'• ON 0 re uNLL l N U S <W W y to S yy gfi B 1L N O 6^ w W a W b O In LD - 0 U, Nil V) LU Q T Q Of 1 20-31543 1 Q) N C_ U) M O (3) -1--• U Q) N Q O _0 C co a- O U O Q- O ^ ` Q) 0 O Li- vJ Q) U)E•U S U F- _0 _ !^ Q_V) Q Z Z W J N cV N 'L7 Ly u1 r CS U c f 3 C1i m 2A A'L" N •N Ci,. GI 1 CJ � to r� N 3 OP G ]F N w G •,E N m 42 C.P 4150 C C fJ CJ W C/)v I 7 O I� Q U -0 0 V ) CZ W z Z Q J d SHEET NO. SH 1.5.