Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
36423-36443 Garden Wall Way
IYiIW�IIWi�tl��llW�1►111�;,r11 �41�if1! ��IJI -. _�i..�-,_ .- v It F• RE - - � AUG 'L ABBREVIATIONS AS or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. 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 FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS 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 KNVALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or 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 DIED or Ded. Dedicated (outlet) MFR or Miff. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or VerL 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 WA. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Sof4ner FIN FLR or FF or Fin. Fir, Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 05-21-16 1.00 NEW BUILDING CONFIGURATION 12-28-17 2.00 2017 FBC CODE UPDATE 06-27-17 2.01 UPDATED PER FDS REVIEW 12-19-20 3.0 FBC 2020 CODE UPDATE 02-16-21 4.0 ENG. REVISIONS PER TRUSS ENG. 06-15-21 4.1 STAIR SECTION REVISED - C.M. 08-09-21 5.0 NEW ELEV. X (ENHANCED) 08-20-21 6.0 REVISED SOFFIT DETAILS - C.M. UNIT -A 1532 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 UNIT -A 1532 6 - UNIT TOWNHOMES (ACCCCA) 6-UNIT TH (1532-1624) INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2 FOUNDATION PLAN 3 UNIT -A 1532 FLOOR PLAN 3.1 SALES OFFICE PLAN (OPTIONAL) 4 UNIT-C 1624 FLOOR PLAN 5 1st FLOOR BUILDING PLAN 6 2nd FLOOR BUILDING PLAN 7.1 FRONT AND REAR ELEVATION 7.2 RIGHT AND LEFT ELEVATION 7.3 FRONT AND REAR ELEVATION X (ENHANCED) 7.4 RIGHT AND LEFT ELEVATION X (ENHANCED) 8.1 ROOF PLAN 8.2 ROOF PLAN ELEVATION X (ENHANCED) 9 FLOOR FRAMING PLAN 10.1 ROOF FRAMING PLAN 10.2 ROOF FRAMING PLAN X 11.1 UNIT -A 1532 ELECTRICAL PLAN 11.2 UNIT-C 1624 ELECTRICAL PLAN 12 ELECTRICAL SERVICE PLAN L1 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS S6 2-STORY DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 FRAMING DETAILS WP WATERPROOF DETAIL PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL 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. Wr ch - r C N Q V t7 Q X C' Q: Q W < U M m y, / LY a.0 " C C !v w O O =, C U >a.0-W N N 0 N o %`LE,Wk�i�� : CO No PE78750 -Cl • GO: �'.• S T A OF • 40. ��� Ste• ....••'� 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. �jFFXjS � J N {% aCv� J LL <A # LL W �N U=) E w a M cNnv LLa� 'n rn V NLLu- a 0 13 r m$ O' w 19Z '� N G X O -I 7' N M Z y O ILa ¢ ZpV cS vvi W ❑❑❑ Z N M z z a E3 U) V) 4-1 fa w 0 w N c �N ZD � U g was 8 A� U 0�' '�f N • �Q sr C"w M Z " o� O E E s W pppoo O U U ZN t go xZ W in C g� Z d 3 8 Z �Z wk W o c 0 0 > C0 L ai rn N^r' CV CO N `n N I T /"r . T o cnV 4 N T a--+ I— 4-0 0 co += N LO O � T N Lo ,6 T T T m E Cj c o Z W � E y a 0 Z Q O JOB NO: 22-01714-01709 SCALE : AS NOTED SHEET NO. 1 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 8 TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. __l 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN M " CONTROL JOINT DETAIL SCALE: 11/2"=1'-0" #5 CONT REINF. SEE FIND. FOR ' QUANTITY #5 X 25" X 25" , CORNER BAR ONE �II FOR EA. HORIZ. REBAR, TYP. U.N.O. =sir �s3� TYP. CORNER BAR PLAN DETAIL SCALE: 11/2"=V-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. • w° . 4f 4 A t • s • ° 10 •O 1 • • (4) #5 d ° REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING SCALE: 3/4"=1'-O" 15x5x3/8" A36 STEEL BASE PLATE �I SECTION A -A � 4 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \CONCRETE SLAB FM24 BOLLARD DETAIL PER PLAN SCALE: 3/4" = 1'-0" 3'-0" x T-0" x 1'-0" w/ (4) #5 E.W. a CV 18'-4" it 18'-0" It 18'-0" A'-4" � 13'-4" 3'-8" 1 3'-8" 13'-4" r]'-0" '-0111, 13'-4" 3'-8" VERIFY VERIFY LOCATION OF A/C LOCATION OF A/C PAD A 0PAD FA 0. ���,♦.♦.�.�vc ♦_►e'�� : : ire. �-1'i�-t�' �� `�'�ii�•� IIII �-�ii�!-� F CONDENSATE ^0L -4"ELEV.FIN.LINE LINE 4" ELEV FIN. CONC.CONDENSATE OL J , -0" x T-0" x V-0" VERIFY w/ (4) #5 E.W. LOCATION OF ACC LCPAD L HOSE S3 2'-0" x Z-0" x V-0" BIB wl (3) #5 E.W. ILX�lCIL�O CONDENSATE - OIL 1 I -4" ELEV. FIN. LINE 1 LU CONC. SLAB 2 I 4.4" 4 4' 1 I 1 11 PROVIDE I "RECESS FOR r r 1 I— ROVIDEIY"RECESS FOR r VIE RL E 1— _ _ F_ SLIDING GLASS DOOR. REFS TO — -i - _ iI _ — —1 — — — — F I I I _ LI6IRG_MSnZO�EFI T 1 r _ —PR — — —1 SLIDING GLASS DOC 3. REFER TO I I MASON'S SCOPE FOR WIDTH I I I I SON'S SCOPE FOR WIDTH MASON'S SCOPE FO WIDTH I I ® I M PROVIDE LINE FOR � D1 I I I L PROVIDE LINE FOR I D1 ICE MAKER M I I M PROVIDE LINE FOR _D J ICE MAKER I E MAKER I I I I S3 S3 S3 I I I I I J r i 3 MIN. 3000 PSI CONC. SLAB FOR I 2" HERNANDO COUNTY ONLY. 3Y2" MIN. I ( I L _ ji LL 2500 PSI CONC. SLAB OVER 6 MIL. VISQUEEN VAPOR BARRIER ® I I I I SYMMETRICAL II I I INDICATES FILLED CELL W/3000 PSI CONC. GROUT FROM FTR. I TO BEAM W11#5 REBAR VERT. \ l• ABOVE SLAB. TYPICAL @ ALL I) IT I PLACES SHOWN HOOKED FTG. L�JJ I DOWELS 17"EMBEDMENT W125" EXT. ABOVE SLAB. GRADE 40 I STEEL I DBL. SINK I °Q I I I DBL. SINK w/ I I I I DBL. SINK w/ C.J, - _ _-_ JISPOSA _ DISPOSAL - _- _ _C.J. � C.J. DISPOSAL I ° - - � - - - -1 -�— I I I I p1 �� Ir) 11 I I Illl-J JII I I I ILJLJII I I I I IILJL--JI TYP.@ L - - -JLL =J =___JL___J L___JIL__==3 2-STORY U.N.O. I _- - _ — _ E3y-E=_ ]EI I 'C_ - I c 12 -5 ® I I U M 14'-6' b0 � 0'-0" ELEV. ® I FIN CONC. SLAB - - C.J. - — GG I S3 ® I I @ FOUNDATION 0 1 ,-4„ M I o0 I� I I IELEV. APPROX. LO 11-1/2" BELOW F.F. ELEV. CAN BE NO IMORE THAN 1-1/2" ■ IBELOW TOP OF — — — EGRESS DOOR THRESHOLD. FIELD VERIFY K PROVIDE 1/2" RECESS FOR S3 FRONT DOOR. REFER TO �r MASON'S SCOPE FOR WIDTH \0 E0 U ENV 12'-1" 12'-1" 5'-11" I of PWO III /PWO:NI I IPWA I cr U r` v I & cID I I 0 III I III I III 1, 3'-10" 14'-2" 14'- 3'-10'. I J I I I I OIL 0'-0" EL E I. I I ( 0. 0" ELE I. r FIN CON .SLAB I I FIN CON . SLAB 4— I I S3 I I S3 1 I I I @ FOUNDATION I I I I I @ FOUNDATION I I I I 2' 0" 2' 0'. I I 16-0 6'-0" 2' 0" I I � I III L_ JI--r--ILJ I I I I I I I I I L_ iI I I I I I I^ I I I I I #R� I K, HH.W IW, ,Hv 4\"RECESS F_L I LFRONT DOOR. REFER TO ONT DOOR. REFER T _ I --1-- 2'-10 ' 2'-10a" MASON"STFCOPE 011 WIDTH MASON'S SCOPE FOR WIDTH 2'-1 Oti 01 FM24 FM24 FM24 14 i , r, I I I I I I 4" I 4" -O' 4'-0" '-0" 0"1 10'-6" 10'-6" 0.. '-0" 4'-0" 1-8 1'-8" 4'-0„ 0" 0„ 0,-6„ 4 oD o c I j -4" ELEV. FIN. m I I -4" ELEV. FIN. I I I M -4" ELEV. FIN. I I u .00 `O I CONC. SLAB I I CONC. SLAB I CONC. SLAB I W01 In], I ELEV. APPROX. ® I PWO I I D1 I 2 I ELEV. CAN BE 1 �' D1 ■ C.J. s I C.J. I C.J. _ _ _ _ _ _ _ _ c ELEV, ROX. I I MORE THAN 1 112" o — —r — ° ■ I N I I N I 9 1-1/2" BELOW F.F11� I BELOW TOP OF in I o N 1'-4' 5'-8" I I I ELEV. CAN BE NO�� I EGRESS DOOR r�I 10 MORE THAN 1-1/ J. 3'-0" x T-0" x 1' 0" I I THRESHOLD. wl (4) #5 E.W. I I I I I 'T BELOW TOP OF ® n EGRESS DOOR I FIELD VERIFY ® I I I u 55 ( I I 55 I THRESHOLD. I I I 55 � ■ I Di I I I I D1 � FIELD VERIFY s3 orA S3 —� L_ — I J I YS3 I ■ _ ■ Q I I — "SEE S■ I — — — —S3 — L'RECESSS J FOR ■ Cc) - J L — — — — I l— —�_- _ N NI CS3 I ® - ■ BIB (2) #5 VERTICALS WIN FILLED CELL 8'-0" 11'-4" (2) #5 VERTICALS WIN FILLED CELL 1' BIB L S3 ■ HOSE BIB 1' (2) #5 VERTICALS W/IN FILLED CELL FOUNDATION PLAN SCALE: Y4"=1'-0" N :C CD N G r rh cr) C f1 CU U < G' _J .V u L= C s 0 0 C > a. ° w N N O N 0 �%%j1111lljjj r� 0 E Wk L��,,� F• 0 :.`QF•NS 750 •:* NG Cr r;•• S -T PJ E CF •. JCL/` 0iNifit- 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. p s� Q ttpp 0 eM O N J V N 6 yyl _j uy O OHO N # LL JLu Il (A � c*, a LL- a Y LLL at 3 1030 Z ram°' 0 0 W �rnrnca 00 a Z �yp = N cN+ILL Z 6 V _5 y W � z z c $ _Cx- N z m U O"'t/) C�f �V) ti M o� a w E o a Z• Z CC*CL O E a� ° 8 'y d i �a a mo a C/)v J w�aW a ° W1: 3 U $ � 10 �t R � O > CO N CO It N L N Cr co 00 W m N f— O c^o c N U-) CD E r r c M r c t'nA E T Iu Z e d y U J Q J JOB NO: 22-01714-01709 SCALE : AS NOTED SHEET NO. 2 ..._... �.. uF. u.. +Ms11ii�JllMduu. ..-: as►s:aYldsu.u.�ri�u.a. sl: si Il. ,L�,�► �i�l.fl�l�l� - - �-Jul .1 MIRROR li jl t_ i , I i i, I I } ,I OWNER'S BATHROOM SCALE: 3/8" =V-0" MIRROR L 4 b I� BATHROOM 2 SCALE: 3/8" = V-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 1U-8 3/4" TOTAL RUN = 14' 2" \ 3/4" PLYWOOD \ \ DECKING \\ F. FL. 18 ----- 17 .. \� 1s 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) 2x STRINGERS -8 7 -� - 6 -_ 4 (2) 2X8 w/ 1/2" FLITCH HEADER WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X25 S.H. 13 20X38J 184X371 S.H. 14 20 X 501 184 X 50 S.H. 15 20X63 184X62J S.H. 16 20X72 18X71 S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 1 H3 27 114 X 38 26 x 371 S.H. 1 H4 27 1 X 50 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 } X 251 /2 S.H. 23 37 J X 381 36 } X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 } X 25 4 S.H. 33 54 X 381 52 4 X 37 J S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 J X 62 4 S.H. 36 54 X 72 52 } X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SLOPE CEILING TO MATCH STAIR RISE \ Lu \ U Z - CONT. HAND RAIL J U u� z F. FL. DRYWALL 1 1/2" MIN. CLEARANCE 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED F. FL. _Ji___LL HANDRAIL DETAIL �'� 1 - 14'-2" 2x4 #2 SYP. P.T. THRUST SCALE: 3" =V-0" BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND TYP. STAIR SECTION 3„ FROM EA. END. SCALE: 1/4"= V-0" 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 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED "* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be retumed or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 Inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 1ST FLOOR PLAN -UNIT-A 1532 SCALE: Y4"=1'-0" FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) F__ - - - - - 3'-4" 12'-0" 3'-0" 011 1'4" 01 V_8" 10 T-10" 5'-0" 3' _10.. 2'-8" © O MOD 25 SH MOD 25 SH (39"x59") (39"x59") EGRESS EGRESS I 0 00 ', I OWNER'S 55 -- BEDROOM D1 - TYP. 8'-0" FLAT CLG. CARPET fV T o zo N OP 1 T -8" ' � Fn 64" Id 4'-4" L& 7'4" I ® M.C.---- .C. R&S - - - 0 0. BATH © I 22"x36------- " 8'-0" FLA CLG. ATTIC ACCESS I I C I c N - iD CARP T ^ / �� �J(�" FLAT CLG CV M iv NI N / CARPET I� o)PW01__TYP. to --- --- J v7 A O I R&S N 2868 ® � t - 1 E v0 I 7 ;0 io 7' A. . ' 00 � 8 00. N 60"x AHU f o0 WER P I 10 io O R/A I 11 rn 776 llq' 4'-4" 3. 4„ I I 3,_8„ 0o 1 LOFT i' 13 to ® c° 8'-0" FLAT CLG. I I 14 4 F ro CARPET II 1 00 00 N I I 16 I _ II 17 II UP 1 7' A.F.F. u 0 1/2 WALL CAPPED A 5'-4 CV 1'-10" 9'-6" N M r N � BAT 2668 © ti66� 8'-0" FLAT CLG t M.C. CARP T 0; 9 I WIC 8'-0" FLAT CLG. iV v CARPET = I c', 2668 4 ip 06 ( in14 Vi, ----- ---- M BEDROOM 2 R&S 8'-0" FLAT CLG. CARPET ra _ G.T. - - G.T. ;0 0 © in MOD 25 SH (39"x59") EGRESS T-8" 3'-10" 3-10" T-4" 4'-0" o ;0 7'-0" 11'-4" `r' 18,-4" - --- _J 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Y4"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" I +29.7 / -32.2 +29.7 -39.7 +28.3 -30.8 O©O +28.3 -37.0 26.6/-29.1 +26.6 -33.5 S©SEEN SHEET O SEE SN SHEET 140 MPHwiiiiw NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 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. is From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND iiiiiiiiiiiiiiiiiiiiiiiii . • • • ' ruuuouuu.uuuoi MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 2ND FLOOR 677 S.F. 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. o O C" r7 o a Sl 's: M ' - 11 �C C,;:j.r 6 r (n Q Q .v 1011. ` N vy � t - Cc 9 0 L 0 O O �-' G L) .� ¢�11 0W N 0 C? `,��Qt11a1Df�'' o 11 �••tdo PI"t 875� STATC OF= i�rnr•`1 10 ,,ire A•r� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to F* a $ E ' ��Nm# rJ Lo 6 C (0 J LL Q Ny � c0 y .n , W M J) 04 C3 zs u. (L Y 13 J J u- 2 a U. SSS 13 Z 13 O =� 00 o O NOr- 0, m OJ J 7* IL IL co a N M Z QQ Ln V U � N ZILO ❑�❑ z z � z U) o v - a V) z 9 01 9 q)- 00 - 0 V) '$ M LU U 0 o `rM4i 0 w z o a LL aE o o �o Z c�u v F- O E ' u o`� wo U oSV G d L C Z Zyy m O ZZ Z N Y Z k2 IV o� �Z U W�� 3 LLaZ LL <o yw c> � E CD ZIP c O C 12 > (0 N0 r CV Co N T �j CO T 000 N �- 0 -'.0 CV LIB '0i Lo r qLo E E (0 M Z Z E E �' ?3 rp a U < 0 c _J JOB NO : 22-01714-01709 SCALE : AS NOTED SHEET NO. 3 r.-. +x:. . • .,g Al , 41 iW% , l • : u..:_�dlw.a. �.uu awaawu�Yul�ulp I.Iret y. W+u..l.. • W�a �� _ ■ ,,•uYli>mulilul OWNER'S BATHROOM SCALE: 3/8" =V-0" MIRROR i M �\ TOWEL BAR _ I 4 bo O-�: Ly F. I b L J BATHROOM 2 SCALE: 3/8" = V-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" 42" KNEE WALL TOTAL RUN = 14'-2" WITH 1x8 CAP & CASING (AT2nd �N, FLOOR ONLY) 18 17 716 ro� 15 14 1 13 10 2x STRINGERS N M 0 ih FILLED CELL LEGEND N CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 254 S.H. 13 20X38J 18JX37J S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20 X 72 18 J X 714 S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 11-13 271/4X38J 26x371 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37JX26 36 X251/2 S.H. 23 37 J X 38 J 36 } X 37 3/4 S.H. 24 37 } X 50 J 36 J X 50 S.H. 25 37JX63 36}X621/2 S.H. 26 37 J X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 50 J 52 } X 50 S.H. 35 54 X 63 52 } X 62 J S.H. 36 54 X 72 52 } X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (2) 2x8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. /-CONT. HAND RAIL 1 TYP. STAIR SECTION. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 112" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2)- 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS Y rn II F. FL. DRYWALL 1 1/2" MIN. CLEARANCE BLOCKING AS REQUIRED 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 31/2" 3" ROM EA.. END. HANDRAIL AND HANDRAIL DETAIL SCALE: 3" =V-0" 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the Gear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 1114 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handralls: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. c 4" VERIFY AC PAD LOCATION OF A/C PAD HB ------------------------- OUTDOOR LIVING 0 9'-4" CLG. A.F.F. 4 io CONCRETE is 16'-8" " 6'-8" 3'-10" 3'-10" 2'-8" � �O 6068 SGD �' ~ ® ® ■' ■ co M 5-SH © °° o ----- -- REF I 2468 BF I o? o0 8'-3" T-2" 6'-7" O O DINING N KITCHEN W 9'-4" FLAT CLG. 9'-4" FLAT CLG. Z Z TILE TILE I I SINK w/ I ao D/W DISPOSAL I ro I I I I r---� L I FLRG. LINE - --- - 2x8 WALL 8'-4" 6'-0" T-8" 16" CNTR. AT 42' ,ten ;� A.F.F. 1/2 WALL iD CAPPED r 1 __ I I UP 2 I M GREAT ROOM 5 9'-4" FLAT CLG. 6 CARPET 00 14'-0" 7 ao iD in PW01 D1 10 GG TYP. S3 11 12 ,;; 2x6 WALL 7'-0" 2'-8" 4'-4" o --- f` m 0o _ _ _ Co `o *NO UPLIFT* FLRG. LINE .- Q 00 IC7 r V V fZ D1 S4 ( N 00 �- - - - - ' TYP. • „ TILE " W 00 H1 FOYER n 9'-4" FLAT CLG. 2868 g TILE O ;o to 9'-4" Y N W.H. T.O.M. 9 7' 4" O c) 3068 BUILDER TO PROVIDE O APPLIANCE PROTECTION WHEN REQUIRED `Q PER FBC 2'-0" 4'-$ 1-CAR ARAG E o CD 9'-4" F T CLG. CONC ETE = ENTRY s 9'-4" CLG. A.F.F. c N cq CONCRETE i r- - - - - - - - - - ------- ED I I Yo I I So I I I I � I I TYP. M F-: j GARAGE j I I K I ■ 00 CV tV /V nnno ® 01--71 nnonn-C 6'-8" 1ST FLOOR PLAN - UNIT-C 1624 SCALE: Y"=T-0" F_ - _- -- -- -_ � 2ND FLOOR PLAN -UNIT-C 1624 SCALE: is"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE"C" +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 EC� +26.6 / -29.1 OF +26.6 / -33.5 GC� SEE SN SHEET O SEE SN SHEET 140 MPH oft NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND uuuuuuoo•o•u••r • to MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 2ND FLOOR 664 S.F. 970 S.F. TOTAL 1634 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 2086 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. "t J O o C) C" (C ID_ CD ._ Q 6 rc G Q f^Y tt Q � a-, •.J O O � U 0 LLJ > a N 0 0 LElW/fo14.,�� O�••N SF'•.'sf'!. L 75 c7 ; T�„ ��•� , E OF •%�� 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 Engineer's signature and seal. 0) 9 cE r- 4 o 8 94 J C',69+ 8_J - 0 ��; 80 % �M0 LLa a N LL u_ W S /11 J 0 •Z/ t C v 0 CV W�OiQi d a _ 0o N J a. 0 rM Z d¢ N p ILW OU Jt� Z " U z 2" z z o s a U) �4--J LL rQ C_ 9 O W g V) c Y (a r•- r'n 1.1 J Q C14 440 � w M � �Z O d g 0 E: V CIL __(D OQ wa 0O OK Z 05 C Y gw Z 05 Q) J ay rW Z a� W3 c O 0 a; M C'V C.0 ^^,, i CV to CO � r N N T ..J 60 �Cr v m N c� 0 N CD CV t o d E tj c o Z Ce Z c rN/1 E r c n U _J Q 0 _J JOB NO: 22-01714-01709 SCALE : AS NOTED SHEET NO. 4 t 1ST FLOOR BUILDING PLAN SCALE: Y4"=1'-0" N � � c c � � � N C- n is LD -C r' �- C- ; .r Q C- zs t: i �o = c1 0. 0, V ro JI O 0 0 0 L11 CI4 N O N d M O e,�115111lPP��� `, LEVvkOl.. `�. �• STATI OF :`�tt; 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 n ao E r F p M 8 7D WnW it 4 0 C J U. 8 a.,ik LL W LL NMv tri d Y N LL LL a W 0 iO•. 4 CO 0 J M M ILIN Z N M Z CI: y O = OU�JN W ❑�❑ z � z V � Z a 0 o V � � 0 w $ C d W W M w M J "_ E u i g 0 a i < s zo Q � ti� Da H @ R� O0 O G Zrc O E4z N �2 � M W C z = Wy mC' o O LL a1 Z (n J NO Wal YZ � W T zz az W �0 $ =W `x o wa o ao o v 0I ° o O 2 N � N Co N �n N Cr 00 U) m N H 0 � C 0O O T LO CO r � r ui E 1 �j c o z M� z N E T d M a E v a? U c JOB NO: 22-01714-01709 SCALE : AS NOTED SHEET N0. 5 I '—�:_ L_ 1' I I Tlul IT1RPq,I'' 2ND FLOOR BUILDING PLAN SCALE: 1/4"=V-0" o N 4 t_- 0- Cti M Q .-n O cc...� U ,-�► S VV J a m G OL O [l. O LiJ N N O N O LLLlfB:lp !p L F 6^JA /,,, o e" • U . ' i No 1$759� » w 13 STATE OF OR �'�'r%:.aasaa55• To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q ti W co lotE S GAD N d -1 Lei. ym tii fn r- r` J W d M V LL a bd J LL LL d 0v a W0I\ @C�Xo 0M n a Z Go M Z LL y 0 LL rGo = pU ca5 -j W W ❑ ❑ ❑ z z Q � r` Z a ^V! W 0 .O Ljj g V) C m S Q � —O s�o W M ZZ �LLzo a�o z _ 0 E og� z N <o � � Y° ~ z 0J J a ^ aw �a W � 3 4 G z �3k o �U i C O O N 2 N N co N U N I _ I m F- o `� CV LO CD N Ln <O T T T E m N z Z E r— c a U � ¢ p °i JOB NO: 22-01714-01709 SCALE: AS NOTED SHEET N0. 6 I P I "1_1jT11RWFTfflW WATER TABLE DETAIL SCALE: 1/2"=1'-0" FIBERGLASS SHINGLES T.O.P. HDR. co 00 o c0 4 F.FL. 16" BANDN CLG.HGT. _— ----------- �� d T.O.F 0 00 F.FL. T.O.N o� F.FL. B KEYSTONE DETAIL SCALE: 1 /2"=1'-0" 12 4.01— -[ 1 TAT r l i� l C 7 ,T' J �T� .l � 7�7. L ■ ■ II •SHUTTE ■1 ■ 1 1NM-bz I M10! 1 1 1 •a •r •a •a •a — a •D •a •a •a — •a 25 A I 1 - 7 _J kT1_ T"—� ._, T � i t A 12 T —1 =� 4.0 - � TT1TT[ J J r C T J_l 1� T_ J___l�1_TL- FIBERGLASS SHINGLES ElF_❑[717 El L--1 [_�EILZ�_] UNIT -A 1532 16" BAND F.FL --— — — — — — — — — — — — ------------------------------------------- ------ ------------------------------- -- -- ---- — -- -- CLG. HGT TEXTURED FINISH a TEXTURED FINISH 1 001 D 0 F __1 F___ I F___1 [DID 0101 UNIT-C 1624 CJ0��0 f�CIOC � C10 I171 0 EICI=[] [=]CII� CI � o ❑L7_ E_� El ❑17-1❑[-_1 uF] El [:I]- UL UNIT-C 1624 UNIT-C 1624 [UJU r lIl� — I -- —L ---- -- IT� —I -- -- F.FL n — x UNIT-C 1624 UNIT -A 1532 FRONT ELEVATION SCALE: 3/16" = 1'-0" 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD UNIT -A 1532 1 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 _ UNIT -A 1532 �_ REAR ELEVATION SCALE: 3/16" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. txtenor Lovering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.xl-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N C 0 f"�! o X Q CL .� _m c"O�I`r �- (n Q u- C� N > Q M f' M1 Q. r C O O C U ^' JCL �W a N o�r! ca ' / .• ✓ p v c N s �i'., •, w CJ '��.� t�`•••,t3, f i No , 8750 �• STATE OF •' tQ it To the best of the Engineer's knowledge, information end belief, the structural plans and spec iflcaflons contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W �► E ,o N o8 `RM = OO N R y J yCU J LL a0 to ik LL. W Ifl coo N0� LLaa coa Sx� U. LL d W S o _ Z � c v � o i WMZW LLW 7 O DUaOZ i W ❑ ❑ ❑ z Q(3) J N M z 0 8 CZ �N t'a w W V � S c YZMN in--- S ._ < o • �Q w E �s Q O _ � w Zg E WSj� y4 L ��y8g `p m� ZU)� c� Ui w g¢¢ W W a y& N fC:o �T 8 3 LO 2 C)CN 2 co M `ID N T J� 0o U) m N �- O CN in C:04 C) C:) Cn T Q N E (6 M 2 ZE u1 E r L :3 M a- o U ¢ O JOB NO: 22-01714-01709 SCALE : AS NOTED SHEET NO. 7.1 Iiiiiliiiiiiill itWlI141 1:YLL, L ,1 u w , .lilt ----------------------------------B -------------------�------------- ---------------- TEXTURED 13 SH FINISH 13 SH ------------------------------------ -------------------------- ---- 16"BAND-— -- T.O.M. HDR. --— — — — — — — — — — — — — — — — — — TEXTURED FINISH 4 4 00 0o 35 SH 25 SH 25 SH T.O.M. — — —� HDR. ---- 00 c0 2nd F.FL. CLG. HGT. T.O.M.--- AT GAR. 8" FRIEZE — BAND rn o0 60 C F.FL. 12 4.01 / LO 0 T.O.M. ---- HDR. 0 o co io ----_ 2ndF.FL. — — — — _ CLG. HGT. T.O.M. AT GAR. — 8" FRIEZE BAND °Q rn r 50 0 — _ F.FL. LEFT ELEVATION SCALE: 3/16" = V-0" SHINGLES — — — — — — — — — — — — — — — ---- ------------ ------------------- 0 ----------------------------------- TEXTURED 13 SH FINISH 13 SH ------- 16"BAND--------------- --- ---- --- ----- — -------------------------------- ------ -� --- Zr HDR. ------------------ -- p is TEXTURED 2'-0" in FINISH 00 0 25 SH 25 SH 35 SH ----------- — -- -----------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T.O.M RIGHT ELEVATION SCALE: 3/16" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. txtenor uovering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 e� N ce) G t' co /� rr ..//•--�� CAI v1! w .L- 0) G A: W � 'm < 11 = n I� C C ro vi O O >a oW N N 0 L E 6"V n` • • c•E•Ni --' 1;S!',N o,7 •� y10 STATE CF • r-R� = 0R ar; . c To the best of the Engineer's knowledge, Infonnatlon 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. as $ re C. g S CS�U U. IA rnnr� move- d) v ILL 0- Y rNi �"La�0 _ o rn OCgco o WCn IL IL N M Z W se V U y Z p W oo❑ 0 v Z F4 lM a CM N aL LU �L 8 c U Y N 17D Qc o �9 cM g Z J LL. E IS f� R0 �R Q n O M $� ?• oa �o �CL g� o aNi t C �Y Z C b 8 0 o �w Ji c O 0 .E > (0 2 °t 0 N co 0)' T L M (U N Ln N I OTO c N F-- O c- O � � r CID e�— E_ (� M z �a Z E T c c a U g JOB NO: 22-01714-01709 SCALE : AS NOTED SHEET NO. 7.2 �i■�YIiL�kLl� L.4! �.__ ___s.. .I NON -VENTED SOFFIT NON -VENTED SOFFIT IVVil-V 1-1I I L.N J%JI I I I I1VI1-V L.111 L-L/ JVI 1 11 NON -VENTED SOFFIT I1UI1-VIZI1 I LU JUrn I I1VI1-YLI1 I LU e3V1 I- I I EXTEND THE (2) LAYERS OF 1" THICK USG GYP. WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA JON-VENTED SOFFIT I- NON -VENTED SOFFIT PROFILE OF ROOF TRUSS BEYOND ROOF SHEATHING TYP. 2x6 SUB -FASCIA 2 Hour Fire Resistant Soffit SCALE: 3/4"=1'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) a OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT a SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. a STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SO. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: a LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 is (Sq, In. Needed) / 9 = Linear Ft. of Deck -Air Needed) FIRE CAULK EDGES AT EACH SIDE DBL. 1x PT NAILER 1/2" GYP. WB: ration Wall SCALE: 3/4"=1'-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. Main Floor (Zone 1) Main Floor (Zone 2) ATTIC SPACE 901 1010 ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 11300 Rule Ridge Vent Amt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off -Ridge Amt Req.) SQ. IN. of ventilation required Total Ventilation Provided by SQ. FT. Total SQ. SQ. FT. SO. IN. of Upper Ventilators of vented IN. of of ventilation to SQ. IN. of SO. IN, of (See Elev) soffit ventilation vented be provided Ventilation Ventilation needed required soffit by upper needed ventilators 0.0 2.0 865 124 432 31 216 276.0 0.0 276.0 970 139 485 35 242 0.0 _ - 2.0 276.0 0.0 276.0 Upper Floor (Zone 3) 1008 968 138 484 35 242 0.0 2.0 0.0 276.0 106 15 53 4 Upper Floor 110 26 0.0 - 0.0 0.0 (Zone 4) 0.0 Upper Floor 108 104 15 52 4 26 0.0 - 0.0 - (Zone 5) 0.0 0.0 Upper Floor 62 60 9 30 2 15 0.0 0.0 (Zone 5) 0.0 0.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. TOP OF PLATE TYPE "S" MORTAR (TYP.) 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION 276.0 0.0 0.0 0.0 April 09, 201B staring wall Rating - 2 H R. Nanbearklg WON Retlne - 2 MR Thin design was awluated ueing a toad daslgn method other than the Lhnk states Design Msthod (act_, Working Stress Dasbn Rained). ed). ForrurfodkNons amplaying the Lhnk states Dole11ggn Method, such as Canada, a kind reatrkttan factor shall be utld - sae cutda=1 Bw1n * I ldluisasuah produces shall boarthe UL or CUL CORNkston Mark for Jurisdietteruampkoying the UL ar CUL C1rtNkattan (such asCaeada), ralapseaively. ( 4' i�'' I1j ��d.". I j 7•a;`8'MIN. 01 q tiorizontol Section 1. CO Glaciate - Various designs. classification D-2 (2.hr). Sao Corlarete Blacks category for list of el9dtle manufacturers. 2. Mortar - Blocks tall In full bad of mortar, mom. 318 In. thick, of not less than 2.1/4 and not more than 3.1/2 pants of clean sharp sand to 1part Portland cement (proportioned by volume) and not more thanSD percent hydrated Ilme (by cement volume). Vertical dolnts staggered. 3. Portland Cament Bdrecoor Gypsum Plaster -Add 1/2 hr to classification If used. Where combustible members are framed In wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Atrachad to concrete blocks (ltam 1). 4. Loose Masonry Fill - If a II core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), viabor repellant vermiculite masonry fill insulation, or silicone treated pedkn loose fill insulation odd 2 hr to classification. S. Foamed Ptaetke - (Optional -Not Shown) - 1-1/2 In. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). ATLAS ROOFING CORP - "Energy5hield Pro Wall Insulation', 'Energy5hield Pro 2 Wall Insulation", Ensrgyshleld CGF Pro and EnergySheld Ply Pro CARLISLE COATINGS a WATERPROOFING INC - Type R2+ SHEATHE FIRESTONE BUILDING PRODUCTS CO L L C - "Enverge ' CI Foil Exterior Wall Insulation" and "Enverge • CI Glass exterior Wall Insulation" HUNTER PANELS - Types Xcl-Class A, Xcl 2% RMAE OPERATING L L C - TSX-a500', 'r5X-8510',-Therinasheatfl-XP', 'ECOMAXcl', "Thermasheeth-3", "Durasheath.3" THE DOW CHEMICAL CO - Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Knish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF-Rm cl Insulation SA. building Units -As an alternate to Items 5, min. 1-in thick polyisocyanurate composite foamed plastic insulation boards, mom. 48 by 49 or 96 In, RMAE OPERATING L L C-'Thermasheath-SC, 'ECOBAS el', "Thermailase-CI" * Indicates such Prodecb shall bear the UL or cUL Certiflwtlon Mart for Jsrhadletions efinieWnN the UL or CUL Certification (such as Canada), respectively. Last Updated on 2018-04.09 GA FILE NO. ASW 0810 PROPRIETARY* GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1" x 24" proprietary type X gypsum panels inserted between floor and calling runners with at" H stud between adjacent pales of gypsum panels. (NLrB) A 3/4" minimum air apace must be maintained between steel components and adjacent framing (as indicated by dashed Ones In sketch). As an alternate to an air apaoe, the steel components are covered with 6' wife battens of 1/2, type X gypsum wallboard or full sheets or 112" type X gypsum wallboard screw attached to the steel components. Sound tested with 2 x 4 stud wall faced with 112" regular gypsum wallboard each side of assembly and 3-112' gifts fiber in stud space on both sides. Haight limitation 68 feet. PROPRIETARY GYPSUM PANEL PRODUCT Georgia-Pacific Gypsum LLC...................................... 1" DensGlessilit, Shaftllner 2 HOUR 85 to Be STC FIRE SOUND v Thickness: ss: 3.1/2" (Fire) 11- N4' (Sound) Approx. WeW: 9.5 psi Fie Test WH149G1290,17-15.94; ITS Design GPNVA 120-K. WHI49S12K 3-15-95; WHI 496-0743 & 0744, 1-28 & 30.68; ITS 31M814COO-ooZ 8.3GM; UL R2717, 041403115, 6-18N, I.A. Design U373 Sound Test: RAL TL10.291, a-31-10 ROOF PLAN, SCALE: 3/16"=1'-0" o � C" i^7 C 0 N �-� x •tn � r d 21 rJ .� `N 3 Q3 ty s� c O O 'O l (� 0 LU N O N 0 ,,�r�titttt;sd;lV O No r8750-w •, STATE= OF V To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 00 E (paw 844, N J do Lo y ;_JU h ('0nr- V J a- Q clM-4 " x -9LLLL a 0 O z _-per to 0 ~ J J at. .V CV cO R� Oto to rnrn¢�¢ Z , c) Z J N O i c" IL a y ZILW O L) Z 8f Z J (n Z CO 1 ty S cn (o w h OLU Vim � F- U Q Y Qc N o Is O Mz C� w J Eo Zg __® cc rO o pv z E agz D� EzON � U) to i 'a g0 z Nffi J cab �O CL 8 a N W W j a rg- =S Milli CD a F lea R12 c O 0 ti Lo O CV N CV) CID N Lo N L t- Cr - 60 o U m 14 L- +-+ N �--- O r- += N Las 04 a M ch CO o z N E 0. U 0 Q pM JOB NO: 22-01714-01709 SCALE : AS NOTED SHEET NO. 8.1 SYMMETRICAL NOTE: PENDING WHICH TYPE OF TRUSSES ARE ORDERED (TOP CHORD BRG OR TRUSSES BUCKETING INTO MASONRY) CONTRACTOR IS TO FOLLOW THE D1 SHEET REQUIRED DUE TO THE TYPE OF TRUSSES TO BE INSTALLED. OTHER D1 SHEET CAN BE IGNORED OR REMOVED. (TRUSS LEDGER IS PRIMARY DESIGN w/ BUCKETS AS THE OPTION) LOW ROOF / FLOOR FRAMING PLAN SCALE: /4"=V-0" UPLIFT CONNECTION CROSS-REFERENCE MARK I SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B I HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 112" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H IFGTR 4725 3400 w/ (18) 1/4" x 3"SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26j 10dxl-1/2" HTT5 5795 5/8" ANCH. / 26 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 wl (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 "" 1005/915 '* 8 - 10d x 3" JUS26 1000/1080** - 8 -10d P HUS26 1320/3235 "" 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 "" 1720/3125 "* 30 - 16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F wl (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" w/ SIMPSON "SET' EPDXY MUGT15 4175 22 -10d x (1) 5/8"jw/EMBED EMBED w/ USP EPDXY V (2)LGT2 4060-M 3770-F 3500-M 3240-F w/ LUGT2 3100-M 4520-F 3100-M 3800-F w/( 16 SI (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1 1010 1 605 1 12-10d SPT24 1090 _ 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O 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 j (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 x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ENCLADDNG W NDFPRESSURES AND SUCTIONS DESIGN MEAN ROOFOHEIGHT:5 5 ftND RSH WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SO FEET) () VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 0 1 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r 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 r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Q Q SHINGLE: %6" EXP. 1 (2Y16) or 15/32" EXP. 1 (33/16) TILE: 1V32" EXP. 1 (3�1'6) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y3Z, SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:121 @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. � O cV 0. C14 �_ 01 (C �' '- U a NW Q J ,. �.j t7! IffQ. n r 4 L C U W Q. O N CV O N _o M ` F'• .. •NO P+ 750 .' :'0_• STATE �'• C Al To the hest of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code . Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. rA W) �E tp 8 iErZ t� Q N 03 ° � " L� W q Ot �r-r�.- W °_ LLaY a C6 J LL LL a 5 � Z ZZz 0 N L g 0 Lu Nm a' 0 J 0 5 L) = UmW z12¢ 0a0 ,_jLOus = p U N z_ z � � z � $ C� Q V) Z vC1 0 W �O Cl_ m U <M 4_6 C:,w z z (h o a i J IL E E h S <M zy¢o _ S I_ KoK L 0 H aNig �J m r0 L-Y NO 0 Z� z YZ � s ° aZ W U 3� o � N WY< , IIIIIIIIII� CD W F 0 Y� a = US Co 2 co 0 d' N Co :3 N LO N r— �i 07 Y C1 T CO v / m N F— O � N L.n � 04 O O r (a (O M Z T B m a � 0 _j Q a JOB NO: 22-01714-01709 SCALE : AS NOTED SHEET NO. 9 JUNIT-A 1532 UNIT-C 1624 JUNIT-D 1625 SYMMETRICAL NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I 32 :SIMPSON LGT3SDS2.5 W/ (12) SDS 1/4"x2 1/2" TO GIRDER & (4) 3/8"x5 TITEN HD TO WALL PROVIDE 2x6x1'-0" #2 SYP SCAB @ BRG. W/ MIN. (8) 12d NAILS TO GIRDER BOTTOM CHORD S4 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. ROOF FRAMING PLAN. SCALE: Y4'=1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 112" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 112"' G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. 126 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-112 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** -- 8 - 10d P HUS26 1320/3235 ** 1335/2820 "" 20 - 16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 *" 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 wl (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY V (2)LGT2 4060-M 3770-F 3500-M 3240-F w LUGT2 3100-M 4520-F 3100-M 3800-F w/(3) 16D INKE & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1 1010 1 605 1 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 1 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('.). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING 12 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 (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 R 2 PLY CARRIER A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT s 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) I(-)a=oft -) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49,57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (24/6) or 1%2' EXP. 1 (3�1'6) TLLE: 1V32" EXP. 1 (33116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y/8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131) NAILS OR ASTM F1667 RSRS-04 (3" X. I eV ) NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] -a N X—' O .n X O :! • (1 �C•�t� C 0 a 13 � - „ C C N v, O O '>EL0Ul 0 N a o_ CD 0 ``��1:t:s�aaasaa LE Ktk eOp E Ns',...- Ls ✓,� No PE o 0 X - 'k -0 ' x jZ)�• STATE OF ram` ; ` , . < `^ ` , ; `• `` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. » W) Q E n � f9J N N p�� LL 6 J 0 tl! •7 LL; DO N ik LL W rn t- r- i LL ui a Q yrNiv a Y a Z J LJLLL Q t m CS 0 "�j C ( 0 J W W ��OrjOi r- Z IL Go d J a j N MZ Crrn O Z pV c�� ai WQD z z z d- N z AN �4—J LL U cn C) C) 0 LLr w J �I as Q N soy o Cn J E— as o g RN a O Ecc s U zo l, o rEo N � o d L $ 4O a� _�oz mi 0 z � J N awZw 2 az WL3 0 J CD _� 0 �C:) (O t 0 CTN n' T L M Co N LO N 60 U U) m T� N � 0 O C: O Lo T E � M Z l0 z 7 E T N c c E U J Q U c J JOB NO: 22-01714-01709 SCALE : AS NOTED SHEET NO. 10.1 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH � 3 THREE-WAY SWITCH 14 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 e TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P9 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 ELECTRIC METER own 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 3" VTR jiL I I I —J--t I I I I I I I LAV J I LI TUB/ W/C SHOWER LAV 3" VTR �L I I 1 I I I OPT. LAV N i LAV L W/C SHOWER ,• � 2na F FAR STUDOR VENTTI , DBL SINK L-' W/ DISP. W/C PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS UNIT -A 1532 (1532) SQ. FT. AT 3 WATTS / SQ. F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10599 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9464 AIR CONDITIONER WATTS AT 100% 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31768 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center NEMA1 200 AMP . rrrn un w� 1 0-200 A P Serial Cable NEMA 3R Power Co. Feed ---, Ij I- -- - /#a Solid COPPER Ground C.O. II Intersystem Bonding Termination Per NEC 17, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. / ����� > FAN/LIGHT i WP GFI .M Il•■ � �aa: a Ilata� L� DINING KITCHEN 1 I O GFI d SWITCH FOR - DISPOSAL IN CAB UNDER SINK GREAT ROOM /,>ROUGH -IN\ FOR OPT. FAN/LIGHT 1 I I 1 / FOYER I�,, / r I I I I DB ENtRY WP0-- LIGHT AS (O FI & PER SPECS DB&GFI TO - BE ALIGNED VERTICALLY i I I I I I I rQF1—.j 1 UPSTAIRS L GFI @ 44" ` \ \ ` W.H. A.F.F. I \ O I \ 1 I I GARAGE I 1 \ GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI r- - - - - I - - - - - - - - - - - -- I I I � IL W I I I 0Z Fa I I Q I w I Dw I I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL - UNIT -A 1532 SCALE: Y4 "=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 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. L--- — ---... _J 2ND ELECTRICAL - UNIT -A 1532 SCALE: Y4"=V-0" 9 rtN � O On Q oMCC- r� Lo ' >< Q (t • a "110 r:' ti— ('V U `7, C 6: C" t9: `-; C,:r d N 4 3 rj N j j �. f' $ revQ. D O O U 1✓ N *,- � a > d O W 0 CV 0 M 6 `��� L_E Iti�K rrrr \GEf�g�• tti*�i No P 7 750 --0- STA_; E C?F •1i�;`. r' .. . y.t n •.J � : t t i ti y� l : ¢ o the best of theEngineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 61 S 8 N c' I� 0 n " w W Qy rnr-t-� Ewa r�i v a' YXn 'V �LLLL 0- Z 11330c t m a �_ W Amoco 00 �T Qa¢ Z I IL o 0 Z LLL 0 rn 0 N M 6 L) cn _ W ❑❑❑ z z � Z r` WVJ t! 1 ^ 1 Z .1 0 �4-J 0 U N EL LU p 0 w $ C/1 c w U c Q � 0 sr M z�J U_ EZ; � i o zCL�0 rod o E N n' o g i U)C c Y QLL Z 05 J 8� �o V az W �l o� N V ZI< V C O Q In CN CV Co N 1117 C N 00 in N F— O C CD O r N Lin Co r T- co i (� Z a c� Q o JOB NO: 22-01714-01709 SCALE : AS NOTED SHEET NO. 11.1 1111 ��iIIII I��1WIl�I1L� I ti �LLrlr LL _ z_ ., _—. iI_.. 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type Installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11.In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FTF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET f� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 14 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 e�---� TRACK LIGHT �--� FLUORESCENT LIGHT FIXTURE IO EXHAUST FAN ;QO EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PEE PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) i a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER to 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 66 (1) PHONE LINE, (1) DATA PORT 3" VTR JL I I I I I I I ( I I I LAV � I L TUB/ W/C SHOWER LAV 3" VTR AIL I I I I I I OPT LAV ILAV I I L W/C SHOWER STUDOR VENTTII 11 DBL SINK '1-j W/ DISP. W/C PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS UNIT-C 1624 (1624) SQ. FT. AT 3 WATTS / SQ. F.T. 1625 S.F. 4875 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10875 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33935 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9574 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 5200 TOTAL: 31878 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service Same As Underground 150 Or 200 Amp Service 1 Power Co. Feed 200A Indoor Panel Center NEMA 1 RMAN 200 AMP 3R Cable #4 Solid COPPER Ground II Intersystem Bonding Termination Per NEC 17, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. Cexel ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. / / fi�� FAN/LIGHTWP .m IL M 1 DINING KITCHEN 1 �- FI 1a i am GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK 149 GREAT ROOM ^� /^TROUGH -IN\ FOR OPT. � >FAN/LIGHT' r� � / I I I / 1 / I I FOYER QD / r DB NTRY WP0 IGHTAS (O GFI® ER SPECS DB & GFI TO BE ALIGNED I VERTICALLY I J S I W 2 �OQ ra , ,01M 0 I I I I I I C.M 1 UPSTAIRS IC GFI @ 44" ` \ A.F.F. 1 ` 0 I \ 1 GARAGE I I 1 \ GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI --------------- I I J Uj I I 10 Z I I� a IQ I I _ I0 Q I I Cc IL U I I I� WLU I LU ,J I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL —UNIT—C 1624 SCALE: Y"=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 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. — -- --- - --- 2ND ELECTRICAL — UNIT—C 1624 SCALE: Y"=1'-0" .a C'`,M o� y R1 co -I O L - (I Q N C. 'C V s j) 7 7� i r O 0 - GM 0 6�p 0111 N N _o C), 0 a`,�elitti:5r��,, P LELv�x���,. ``% �' • �g75'0 r No r r �-5; STATE CF ;' •re,; 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 engineedng portions of the drawing pages bearing Engineer's signature and seal. S W vOE °n° 0 Sinao #" w �M0� LL(L Q LLLL aL 0 Z $�o W p n m . O W ��CP aco ° a IL� 7 Z N W O Z O U U y W oao � z M z Q � a� U)V) z +-+(D �0 W s Ln N CB v a �Q o Cn IJL E E �o o u < 2 p CL O E O Q E p O Z N (O t~.. a o as wZ tt m0 in C: g� C J �m >Z io NN N ab Of U o N O 0i 01 0 O 0 m N 0 N I117 (p �' N N T 60 fn m N Co I— O It• O T CD T T T ai E M E o Z m Z a :3 E r m E c a 0c U -°I ¢ p JOB NO: 22-01714-01709 SCALE : AS NOTED SHEET N0. 11.2 Ltu.�-IiJULL 14-. i1i A_L;_I I, I"..j'. OUTDOOR LIVING --------------------------o®m-------------------------- OUTDOOR LIVING UVu I I I I I I I I I I I I DINING KITCHEN O O, 110 clI KITCHEN DINING DINING I I I I I I I I I I I I --- 11E] L__ —J- - - - A - - - - - - - - - - - - PROVIDE A MIN. 12" VERTICAL - SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES GREAT ROOM METER BANK ® (SEE ELEC. RISER DIAGRAM SHOWN ON I— — — — — — — — — — — — — — — — — — — � 1 ~ 1 W-W H.W \ \ ~ \ 1-CAR-GARAG E 1 CAFE GARAGE ~ ~ \ ENTRY \ UNIT-C \ \ \1624 — — — — — — — — — — — — — — — 1 I� I Y� I I I I I I I I I I I I I I I I I I I I I I I UNIT -A 1532 OUTDOOR LIVING GET RO OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING ■ ■ . a Ell ^ ® ■II , ■ ■ ■ I I I I I I I I I I I I I I I I I O I I I O I of KITCHEN I �O O; I KITCHEN DINING DINING KITCHEN I IO O I KITCHEN DINING I I I I90<3I I I I I I I I I I I I I I i---� I I —o I L —_—J0 mmuL J -- - - E L___J ----------------J L -il GREAT ROOM GREAT ROOM ®l �^ 1 ♦V � -4 -0 SE (A-011 GREAT ROOM W.H. H.W W.H. H.W O O O O ~ —1-CHAR-QjA AGE � -1-CAR-SAGE ENTRY— U N IT-C tiNI c- \ 1624~ ~ 1624 ~ ~ ~ \ \ r---------------1 r------c--------� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1-CAR GARAGE ENTRY UNIT-C — — -1624 � 1 iq' 1 I I I I I I I I I I I I I I I I I I I I I I I I GREAT ROOM 1-CAR GARAGE UNIT -A 1532 - I I j I I I I I I I I I I I I I I I I I I I I I I ENTRY I I ----------- I ELECTRICAL SERVICE PLAN SCALE: A"=1'-0" > � O N M MCo CLI erg N3 ��vn N vi O 0 L >a oW N N O N O `11111111illy'r LE Mo �'�. K, 0. NOPE-" _ '� • • STATE. •w OF v. v� •''fl l• it {,� { {, �1{ 1•1�74 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. ft O 0 (� •v J N C _ LL a09i't"a ao Wfi�,oN'° o �0¢ Z ILiW a N M Z N 0 = 00 c� _j a W 0 ❑ N Z z a _ U) N N Z V u-j � O c N �V)_c9 W Ly W J =�L A I —o Q o MZ W J LL- E i o o a a® 0 N V go jp O �o xz c=n C � C P z az 8$ 2 go W ULo yz GIs Millw o° c O O d C1 N0 CD T N LO Co N CV I Cr c� 00 U) m N � 0 Co .Q N L O c.6 T E 1 ( r— M T Z m Z E T— y c c ca E v «? c JOB NO: 22-01714-01709 SCALE : AS NOTED SHEET NO. 12 11ARIIIII1Jsi111.tL1AIIIIIIIIIIIIIIIII1 IM_jl I 1 r1.._ . 0 Jo 0 O O 8F8-1B/1T 8F8-0B/1T 0 ® I O D1 O O O 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 016-OB/ o 'O 8F- OO 0 0 0 8F20-1113/1T 8F20-06/1T 0 a>SSTm< 0<�L� TYPE DESIGNATION #5 REBAR AT TOP F = FILLED WITH MIN. (1) REQ'D GROUT / U = UNFILLED 1/2" d ° R = RECESSED CLEAR QTY. OF #5 REBAR @ BOTTOM ° OF LINTEL CAVITY a M.u. 8F16— B/1T a tbS Z a a , GROUT tt LNOMINA L QUANTITY OF 4 5 REBAR AT WIDTH #5 REBAR AT < O BOTTOM OF TOP LINTEL CAVITY NOMINAL- o OTTOM REINFORCING HEIGHT PROVIDED IN LINTEL 7-518"ACTUAL (VARIES) 8" NOMINAL WIDTH MATERIALS t?c precast lintels = 3500 psi. Pc prestressed lintels = 6000 psi. §routed per ASTM C476 fg = 3000 psi w/ Maximum 3/8" aggregate and 8" to 11" slump. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7/32 wire per ASTM A510. Mortar per ASTM C270 type M or S. 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 L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 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 vertical (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load 0 Safe vertical load Safe horizontal load — • ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1.1/2" CLEAR J W 6o U U) C.M.U. u�(jX Qom LLIrn0z p a� ¢ Lu w U t!i 5 REBAR AT BOTTOM Ox MIN. (1) REQ'D tALLI-� 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitious coating. See contractor specifications LINTEL PLAN NOTES: o 1. THIS PLAN IS TO BE USED FOR STRUCTURAL ' • ' ' INFORMATION ONLY. o 0 2, UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE 4,' •' 8R F6-0B/1 T © TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED " to, BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE . o COORDINATED WITH THE ELEVATION DRAWINGS o 8F20-16-2T 4. THE CONTRACTOR IS RESPONSIBLE FOR 0 0 0 O © COORDINATING THE PROPER LINTEL HEIGHT. 8F24-1 B/1 T 8F24-0B/1 T 0 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. 0 0 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @a ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION i i inD nD nD nD nD 2ND FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMMETRICAL E(�)MIN. OMIN. MIN. L MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMMETRICAL �o i, CV N • a C . 57. } W �Q `'' v <1 r y I `- L C O 0 > a� 0 N O CV O LE1N�����i o �� p''`.�G�ENSF•'��'% , , CJ N o7 87�kYy' • ''. S1"ATE GF 4,. 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 - Residentiel 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. in Ln W H 00 o rc � ax o AV C a°oo �' ac LL d% ,i, a U)Mv� a Y 'ri 3 J o O L r �� n co m � a W LLWr°n�pjO' ¢ a co No <a� N � Z ¢� Ln � C1 U u � U) = W ��7 N z M z � L z < J (An N M z b 2. CD Oro-J LL L i� W 4 O N W 8 in-- � � o U {r- W J r i _. U �3 • N so M w �Q Cl) � g� =S � > C L E OV s� W° d'R z oa H _ x� a� DO o o� z N z $ �o w ? =y CO C v 08Q� �p i LL Z J �2 a O U W O a c O 0 2 c, N N Co t N 60 U) m N co p C O M T Q N_ LO 6 r r E i= Z 1 c M o 2 n3 E T N :? c 0- U J Q O c _J JOB NO: 22-01714-01709 SCALE : AS NOTED SHEET NO. L 1 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WH ERE 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 t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2,11.7. 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 ATTIC CHORD H W/O LIMITED STORAGE C 0 ( ) 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 A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2• LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: C-1-P CONCRETE EXPOSED TO EXTERIOR: C-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 y" 34" CONCRETE TYPE MIN. 28 DAY DESIGN (PC) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W! MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148",12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4, 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 7' BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR, 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall nbt be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Sal disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If rainfe11 occurs before vapor retarder placement, retreatment is requlreaa. 9. FBC-R R318.1.5 C ncrete overpo r and mortar along the foundation perimeter must be removed be ore extenor soI 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 building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within 1'-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%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 /" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE Y8". 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 -}C O a"IJ G C Q c� c ,-•1 r: 4 C �C►�� V) �U Q Q 4 N � � J N � ✓ Ul%vl O O a, J 0 �>rL oW 0 C N 0 `�I11111ilt;l� o L E 11,,trO � GY' , .`�0� ''GENS•' '. No E E750 • 'O STATE -OF n. • Cr i' 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 Edltlon. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature end seal. W oo N N Cb lJi d c --@ �;� * a� ui a Q LL LL a O = r9 rn ;� �o f6 N IY O co ¢ Cj ILa LILL Z � M Z fn O N U�co OU = W 00 I z � z �10 z Q !C11 �z Cz U .2 4-J u- •U w � c � �N U Q o w _I 1L_ 6 > 8LL z® Q cc ~ 4 O O a 0 p p U C m ig M �o (%i C Y o Zz z W 3 <� a Z o $ aZ � � �M CD to• b= t c O 0 > (O F- m `•1`Kr N `D N (� T- N Lo CV r_ co 00 ''^� VJ m F- O r- CD M T Lo ,6Tr- E t M 0 N� E T 2 d c a U � Q JOB NO: 22-01714-01709 SCALE : AS NOTED SHEET NO. i t rlri�_ �rl�"✓Q�I�'r��� I� � Q i I' Y' I"' iIH"IA'I�1�1' ' I I R THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING DOUBLE JOIST CONSTRUCTION (Not required If both loaded equally from above) Filler blocking 1/8" gap r 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 16GAx1-1/2" LONG (3/4%1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:—) DOUBLE JOIST CONNECTION N.T.S. METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF I �� HOME H C G GARAGE SIDE O 0 0 5'-0" STUB -OUT FOR 0 1'-O" o o ;n GAS METER e U fV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-311 (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-111 (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 1l Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x _ P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood Panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 w panels 2 x _ + 5/8" or 3/4" wood panel 2.0 L!O 2x _ lumber Double 2 x _ lumber SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif 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 code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side atbearing. Squash block / (2x4 minimum) �I Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Itse 3" (ind) nails at R" nr °i Provide adequate bearing for each lapped joist. 10dnaifs SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D NO EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL w CONT. #5 STD. 90" HOOK BAR STD. 900 HOOK BOND BEAM SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS CONT. #5 BAR 2X TOP PLATE -- 5/8"0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST -� BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO r� �PLYW000 FLOOR CONT. BASE PLATE BEARING COLUMN �" i/ "..r ,J. SEE PLAN FOR REQ'D I %�— COLUMN AND SHEATHING PER PLAN CONNECTION J, �. YJ L• TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. 4' max. Web Stiffener Fastener Schedule r Joist Bearing Location Series Depth End I Intermedfa_te BCI 5000s(5 11-7 18" 2 8d 3-8d A —14" 2-8d 3-Bd Clinch nails 9-1/2" 2-8d 2-8d when BCI 6000s® 11-7/8" 2-8d , 3-8d 1 possible iBCI6500s® 14" 2-8d 5-8d 16"2-8d 6-8d. 11-7/8" 2-8d 3-8d Tight ._._.. r1 BCI60s®j 14" 2-8d 5-8d __- 9 1.61' 2-8d 6-8d_ 2x4/PI OSB web stiffener \ 2" min. ® 1�1-7/8" 3-16d 3-16d ytrvood/ BC190s 14" 5-16d 5-16d _J required when indicated or 4" max. 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over �— blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. — rl 6� A 1Y" ROUND HOLE MAY 6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: DO NOT CUT HOLES LARGER THAN 1Y2" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE, THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2' ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. �When joists meet over wall, provide 1 3/4" minimum bearing for each. Plumbing Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Jc Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. -� 1/4"1 gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"1 gap at top of bottom 1/4"1 gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements p r 0.6 X Joist ✓ " ^ depth 1- . I I -JOISTS BUCKETS N.T.S. LC SIMPSC w/ (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS SEE PLAN FOR----'•• a . • FOUNDATION INFO ` d STEM FOUNDATION REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A J. ° (WHEN w/ (18) 10d x 1 1/2" = REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE ntnr I irr►-rl^ w i -rll 1r 1 1 rk 1r% PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENTERED @PIPE PLUMBING LINE PENETRATION d a �. d d A SEE FND. PLN. SIZE & REINF. 01 PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 4 C .d A, d d0 L c 4 4. Tr -1 I SEE FND. PLN. SIZE & REINF. -a cJ C� � n �•+ '5 N i. t•) e" 7 O (1. V, d C) a - .> rp N 4 '.t T. r c ro ,� O O `� 0 W CL 0 N 0 `` `�gOEtt.tlJ LE • = No P,?$750• r r' n••• TA 1 E OF . is r'�A l'`Y,:1-� �'oJ%srltt++^+tip To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 .9 8 pp N # lJL 0 ,n LL W �U_li a _9 0o Z t m � o 9��<; 2 J II% O WpjO' a d a Z & 0 cQ y 0 ZN OU fJ W ❑0O 0 z_ 2—!10 z - N z V)-9 U o , V W U � V) lmv +n = '3 �c w -9 e � 8 i _ U c Y 0 Q C'7 w E z • Q pp E IT x° Z- S E _ 3= 0� wz N it g �� Z� v7 J WYg W. �a 2 W O ON ap= U 3 °O > co rn m _ 1414- N T N ' Cr �O 60 U) m N i-- O N O QQ 0) CO T N T Cr1 U5 r— Zo Z E T N `m c m a F US u� a o JOB NO : 22-01714-01709 SCALE : AS NOTED SHEET NO. SN 1 Si I I I I I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF ---- I I 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 e „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS .) (OR / GYP. TYPE X @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 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 RED 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"°x3/16" 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"x12" TITEN HD @ 24" PRE ENGINEERED WOOD APPLICABLE. z ;a• - - - - 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN „ O.C. OR 5/8"x10' WEDGE ANCHOR �° 24" O.C.) INSULATION PER CHART ON FLOOR PLAN TRUSS @ 24" O.C. U.N.O. � �� �� 2x P.T. PLATE 1/4' DIA. X 31/4 TAPCONS @ 24 0/C & SLAB & BLOCK EDGES, AND @ 12 O.C. @FIELD „ SIMILAR AT FOUNDATION ONLY" ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ @ 6" MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 •i - - - _ - - _ - _ r „° „„ „ SIMPSON SP1 w/ (10)10d NAILS 5/8 x 10 J BOLT @ 24 O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) SIMPSON SP1 wl (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH " - ``' ELEV. 0'-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 BARRIEROIL A.F.F. O.C. 10 WEDGE ANCHORINCLUDE OC OR 2„ x6W1.4xW1.4 �� IN U ET L �� 6x6W1.4xW1.4 ° ° f:: SHINGLE ROOF, SHINGLES TO - c7 @ 24 O.C.) WWF OR FIBERMESH TTA ATTACHMENTS 2 A � WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM t; - -D 4 ELEV.-0'-31/2" z 31/2 MIN. 31/2 MIN. JD7158-CLASS G or H, or ASTM F, IN e - - -Ji 2x4 CONT. A.F.F. OD3161-CLASS w12 ACCORDANCE w/ TABLE SA I o e - 31/2"(min.)-4" °r q _ - 1/2"(min.)- 4"(TYP.) 1VARIES R905.2.6.1, FLORIDA BUILDING 7TH EDITION (2020) - -I _ - I ILoo GARAGE DEPTH VARIES - _ ° • r 31/2"(min. - 4" - °O,-. ,, •-_CODE 31 /2"(min.)- 4" - y'RESIDENTIAL - - -� INSU ION LE ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING (2) #5 CONT. — „ 4 1 8 4 .4 V. (2) #5 CONT. „ FRAMING SHEET FORU.N.O. MI SHEATHING AND FASTENERS WALL W/ OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLK"�C TYPICAL BEARING WALL @STEPrcC ELEV. VARIES — SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 „ „ „ ,- " SHEAR WALL SCALE: 3l4 -1 0 S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE �\N�°�s � BOARD PER CODE (OR 5/8" "X" ALUMINUM FASCIA coN GYP. TYPE @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Pcs t \Eos� 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. 2x STUDS @ 16" O/C X, 5 CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. M� b \� 1N50 8"x8"X16" KNOCK -OUT KNOCK-OUT 6" N LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY @ INSULATION PER BLOCK CONT. EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT I I 1"x P.T. STUD BLOCKING HORIZONTALLY@ APPLICATION 10'-0" (R302.11) SEE SECTION C/S3 FOR PLAN #5 VERT, IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 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 c� G/S3 FOR ANCHOR "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. I 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8 THICK. K.O. BLOCK 10d NAILS STD. 90-HOOK SEE DETAIL ( ) TYPE "S" MORTAR I I (IF NO UP LIFT ON „ @ 24 O.C. VERT. OR PLATE WASHER TYPICAL 5/8 DIA. EXPANSION BOLT 24 „ @ 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 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR I *SIMPSON SP1 I I (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20' MIN. LAP 24" [ MIN. LAP] #5 REINFORCING 3500#, MIN. TENSION 2600# ) SPACE ANCHOR ARCHITECTURAL w/ 10 10d NAILS ( ) €., SPACED EVENLY 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR a o BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N �� " • E END OF 2 x PLATE WWF OR FIBERMESH 1x2 PT WD FURRING @ 24" O.C. FINISH nrp r- I I ASSUMED FINISHED .. E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR r ° ° GRADE �, — — °-0— ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy- 40ksi a '� a ? 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL e ' c� - - -0 ° FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP 30" MIN. LAP [ ] D I CELLS (SEE FOOTING MONO SHOWN °O - -_ -_ L Li ° FOUNDATION PLAN FOR LOCATIONS) FOR CLARITY 6 MIL VAPOR BARRIER C e. ° � #5 REINFORCING BAR R 1 7/8" `" _ I T I 1x4 P.T. BASE NAILER '- #5 LAP SPLICE I 4 x4 INSPECTION NOTE: • ��77 31/4" BASEBOARD PORT AT EACH * FOR BEARING WALL III ° "' ° COMP. SOIL. COMPACTED TO ° ( - L 36"MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'-4" 8" MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY - - -- = C _ 95% MODIFIED PROCTOR ASTM - __ - DTI 10" (TYP.) CY, AT GARAGE CONTRACTOR i' -_ -! D1557) - �Ti Tn TTT m #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER MUNICIPALITY. TO CUT BLOCK OR POUR - _- - I; � 4" 1'-4" #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE , CONCRETE SLAB W/6X6 W1AXW1.4 WWF OR a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT rG "FIBERMESH" DECO FINISH 4" to 6" 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 E SLAB INFORMATION. SLAB INFORMATION. — — _ — N - e° s Z 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR 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 - Z �- min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS f BARRIER D p 1 ° av GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO �' ° :. COMP. SOIL. ° - r co - ! - -_ - - - TOP OF BEAM & LAYOUT DESIGN ° (COMPACTED TO 95% I _ = ° (1) #5 REBAR w/ OPT. SEE ROOF PLAN cap C_ ° MODIFIED PROCTOR S E ENCLOSURE (2) HTS20 FOR STRUCTURAL E _ Trrr� - ASTM D1557) - -TT BEAM SIZE & N c 3" MIN. CLR. CONNECTION INFO ° (2) #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 NOOK (SEE 4' t • ON 3" CHAIRS TYP. „ 1-8 2 STORY U.N.O. 4 ( ) DETAIL) MIN. 2x4 i 2x4 #2 SYP P.T. FRAMING w/ - PLATE ins MIN O.S.B. SHEATHING SEE A/S3/J/S6 8" TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL o.s.e. Z ATTACHED PER NAILING CH FOR REINF. INFO, SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 w 0 ¢ SCHEDULE OPTION #1 > SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION Q > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. , BD. H2" w COLUMN SIZE AND BASE rm „ FROM 1/2" FROM SLAB o w � CONNECTION INFO. SLAB STEP & RECESS S.G.D. 0�_0 J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND a DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND • . • ' 2X STUDS 24 O.C. U.N.O. INTERIOR @ ° SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT ^ °' 4 . -3 1/2" COLUMN PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND CONCRETE SLAB 14' O.H.D. RECESS 13' O.H.D. RECESS ' - •` GARAGE E ATTACHMENTS & 18/D1 PAD FOOTING PAVERS z ;IV=' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL I I ^ CONCRETE NAILS W 1 1/2' ATTACHMENTS EXTEND FILL CELLS i s co_r EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD � • V • ' y ..: -�= j-- STAGGERED, FROM BOTTOM INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFt:jORCING. `' ' ;. ';. • :,. _ I M . PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN M ? GRADE -� ,:. .;' - •� -�_- .•' �. y'; _� (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT a j w/ MIN. (2) #5 VERTICALS _ ::..• '. 4" °Q _ — ;' : ' oQ TENSION 120#) CONCRETE SLAB E > J FILLED SOLID (SEE PLAN FOR 4„ r r 6 x 6 Wl A x W1.4 %I °' w SIZE AND REINFORCEMENT) O • t:. .,' .:,'' *. •,. :.' ^ . c T WWF OR FIBERMESH M o w o ! w - r CN BRICK PAVERS or SLAB PER 80 z Q . _ M 6 MIL VAPOR 0'-0" FIN. FLR. _ _ _ _ _ _ COMMUNITY SPECS _ - N _ wBARRIERI SEE A/S3 OR J/S6 I , , , I SEE A/S3 OR J/S6 - I I I -I I I I K FOOTING FOR REINF. INFO. 3"MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 9-T - — BEYOND 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) —I I I I 1- : ' _.r.: ;; ..' `' • • '.. •'� PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" (2 STOR) 1'-8" (2 ST RY) 4 4' " : �•'� % SEE FOUNDATION coac. PAo INFO. FOOTING WIDTH r' SEE SCHEDULE GARAGE DOOR SLAB RECESS J.1 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: 3/6'=T-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. _0 cV W � O N Cl .- O M h tL �__• _fi 4—�' 'Y (� r Q (D CC w O 0 U .:. ' CL W CV O CV O Mo % LC W .......... 0''E*-*%0 V � . 750j•No P 7 1� •. STATE_ OF 'I 41 S •''� i��e /0 N.,", 'rtl::a6till" 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. a n o $ _j V N 6 Ol # LL O 7 d: NMQV a LL LL d Z �i, °` ANC 0' O 1) L= aN c4Z KN O U_j (n = OU ❑❑❑ W CD z � z a N M N z 4 -+ •U� OW N c d U U � c 0 r` co E E W =_o Q 8 aff Wi Oa op E N E170 o� o ro � °dc U 0 oz z z�� yJ ✓=io Q2 WCLZ J C O 0 ai CG M T' N LO 60 U) m N ate-+ C�tO OLO LO C,O T E W Z W E T c a v _j Q o JOB NO: 22-01714-01709 SCALE : AS NOTED SHEET NO. S3 (MONO) C" v Crnn .n N I N J 0 0 0 I N / v .a Q N I N J 0 0 I V) / rn c 3 Q N N / IE CL 0 `v c c J N tz 0 U c �I N N 0 CL 91 a I Y i U J a� t� N M .15 19 0 a CD N ui N Q li 9 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) — 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY W 112" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE LELN AXIMMINTERIOR HEADER FLUSH TO OUTSIDE OPTION EXION FROM EXTERIOR WALL FABLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER .'� STUD W/ (3)1Old NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD = _ SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL F SCALE: N.T.S. Cv'4 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 SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW rB MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 • • • • �ILI oil�I III IIII�' - II�� -- W�II�I IIl� IIIII�I _ NOTES: 10 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. �3 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 SCRAP MATERIAL BLOCK WALL ABOVE. J r O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE / r8x8xl6 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. , e POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 6 3/4" 31/2"- SFFp>\oh� 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 -Cti 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\ 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) (3j (2) (2) (1) LSTA30 9'-16' (3) 4 (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 GE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. 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 ( ) v O/C FIELD 2x TOP PLATE M co 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE FEQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE AJS3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD, 900 HOOK IN K.O. BLOCK 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 kSP6CE NAILS TOTAL) EA. SIDE OF 48„SPLICE STAGGERED �10d @ 8" O/C ATTACH ALL J �J EXTERIOR STUDS W/ 4 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 � / SIMPSON SP4 SIMPSC SP4 / NTES SIMPSON SIMPSON SP4 SP2 .r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. 2 & NUT 'OXIED A.T.R. 1&NUT OXIED A.T.R. t&NUT ROOF TRUSS ABOVE 2X BLOCKING I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED -M MTRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2X8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: _LU 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rW l SCALE: N.T.S. � CD N N ,,� `iCIM o c� •' (]- Q c I .r M - T. Q C� V N - C'J .O N � N 3 ev Q II co ,,, O O O LLJ N N N 0 o .%% p,. LE • G E N 8:.. • �iS'! G0 �•� • rJo P 750 e �(�' • C1 0.. STATE.: OF M �V To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residendal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E 0 po g 8 vt =(0in� N W 09 ( N LL w Q y ri v a YYn � 'Jj U a 5 0 _Z L 0 13 r'p(U fD m OJ W �6 daa a 's 2 Mz 0: ti p IL Z O U U Z 0 W oo❑ U z z � -"I z� Q r M (nv) 01 LU •U Q 0,1,E V1 c �, � �NLU _ P. see ti w E g �a Q In_ v sLL � §g =® oa u3 E �°a�`�� o aO $aZ �S1 9mW 2Z w z O LL J o H CIS o CAD k w 2 CD0 d mM m .-� CV 0 N Co N LO N T_Cr c0 60 U) m N �— O .0 N LO -0 O 0) r 04 L(7 CD r- r T m m M c Z ti T L c a y i � ¢ o j JOB NO : 22-01714-01709 SCALE : AS NOTED SHEET NO. S4 WHO t yy SIMPSON HGAMV W/ (4)1/4"xi 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. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL i 45°t / 45° t SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR 2x4 CRO BRACE SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EACH JOINT W/ (3) 10d jr AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EA. END @ 48" O.C. EACH JOINT w/ (3)10d & SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" 1/2"' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED OSI 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, IA DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 �- DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)1 Od & (2)1 Od EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16"OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS NAILS ATTACHED w/ 1 Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2) 16d NAILS W/ (2)16d TOENAILS 2x4'7ON TOP OF PANEL x 2x4 PANEL BLOCKING @ 481, O.C. FOR 2x BLOCKING BLOCKING FASTEN WITH 2x4'T' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE „ " FASTEN WITH 1Odx3 @ 4 O/C SPACED WEEP SCREED 1/2 x 8 J BOLT @ 48 O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3 @ 4 0/C �� �� 11 „ 11 11 11 @ 48" O.C. I I INSTALLED PER MANUF. I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1Odx3" @ 4" O/C 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM @ O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION rT�TRUSS VERTICAL WEB (24" 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. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S j 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/ 1 1 (2) 16d NAILS • WOOD TRUSSES `� � ;0 2"x4"CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 2" " RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL D = 0.207", L = 41/2" OR EQUAL _ ( ) (D - 0.207' , L = 41/2) OR EQUAL FIRST (4) ROWS OF 0/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 I-TI Ir 1 A['.T 1 A\11•IATI/•1 rSPACE AS QIJ(1WN FOR 3-PLY' 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NM AOT EACH / (12)1 Od LS SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r-WOOD TRUSSES I'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. SIMPSON HGAM10KTA w/ (4) E AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO 11, JACK TRUSS [IS BLOCKING & (4)1/4"X2 3/4" 1� SEE PLAN FOR TITEN TO CMU ll<__CONNECTION yr I FIE v^o I uMnmvr% r Ivry w ���� • "� • • r 2X4 "T" ON TOP OF PANEL) I L BLOCKING, FASTEN WITH 2x4 BLOCKING W/ I 71 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 10dx3" @ 4" O/C (2)12d TOENAILS i. NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) ) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION 9 SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S' CJ 1INIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 VVI\ 1 VL�II \II.V GABLE END BRACING DETAIL 12" SH SCHEDULE ITTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.1 31" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. CJ+S MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES '--MINIMUM (2)16d PER JOINT `- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"X6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1.1/2" SDS^' ^ �VVIV I. DCHRIIVU ` GABLE END BRACING DETAIL SCALE:34'=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 HIP FRAMING REFERENCE PLAN 7 Z W CL `BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" 0/C —MOISTURE BARRIER .BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: LTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN K�T� 20'-0" MAX "X" BRACE SEE DET. J/S5 -, 2x4 BLOCKING 2x4 "T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C. TYPICAL pill GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL ttll (2) 2"x8" 1" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 31 E S5 L Lmq INS Ilk I 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 is c, C" C: ' C2 ] V \+' a r-; %_ Q c..;.r: i T'r. W r G =' Q y S] c 'D w O O c V ` L >>a �w N N 0 ,`tttttll9lSO�I, o PLE 6y -*�, ' • ' k01'vt''. • C�0'•--\G•E•NSF•'• •No PEy$750 �a ' zc. -:0 ST 0 F ✓������ n1 7 • �••r•.�i�.>``` 'r";j NVRrtZ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 1- o c4aiE a O N 8� J .N. OI S LL § " 0 S Co ac a 0 (n Inh Z 32 LL W M n Y It; Q LL LL d W J o _ C O m W a Z N M Z x N O ZW p U cQi vUi ❑ ❑ ❑ Z N M z � Z n a v J d n - N f7 NZ W '^ C Vi LL W y �p O W $ �N = z as ti E- Q Q8 U oaz Z�E r<z z In 1O C N `� ° g 'aw J 7 N { ° apY sz =0 v z W 5 N Z CID C O O 0 c cc 04 CM N Lo :3CN to 00 �— O C � NO CD � T N E t M Z m Z : In E Tom" E c m a.0 C � Q p J JOB NO: 22-01714-01709 SCALE : AS NOTED SHEET NO. S5 rn 3 v d N I 11 N 0 t\ CD 22 I 0 c� a N 1 CO N J C 4 0 42 v C Cr i c -L 3 a i E 2 0 O c C J H LZ 0 U .wJ U 0 i U .G a l Z y I i v 0 J a> EZ N M N M S m S1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION — BAFFLE INSULATION PEft- CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALLow-1 DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER\N I 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENTLU STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE W/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING -SEE SCHEDULE - (RSHJ - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER � PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 � FOR MORE INFO 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER w METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8"THICK. I= INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR - MOISTURE JBARRIER SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL----_ BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2"lix NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS END SHEATHING TO )F BEAM OR GIRDER TIE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1- " " 2"x BOT. PLATE (2)10d@6"0.( PRE-ENGINEE FLOOR TRUS; ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK A FLOOR CONNECTION B S6) @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. 2"x BOT. PLATE W/ (2)1od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) v 4"x4"INSPECTION PORT AT cr a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. rn aw AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE BASEBOARD N TO CUT BLOCK OR POUR SECTION J/S6 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d 71 MUNICIPALITY 4"to 6" BELOW GRADE @ 4" O/C, 2 ROWS STAGGERED C ..4. •... • ... 4 .. FINISH GRADE oo FLOOR TRUSS SEE FRAMING PLAN C., FLOOR TRUSS — •: SEE FRAMING WEEP SCREED 6x6 W1.4XW1.4 _ _ •.� • a - Q z PLAN .,' INSTALLED PER MANUF. W WWF OR FIBERMESH- .'. • 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" �— O/C FOR THE 1 ST 2'-0" OF I I NAILS @ 24 O.C. INTO TRUSS - STD. 90'HOOK END WALL W/ (2)10dx3" @ EA. I I BLOCKING & MIN. 4" EMBEDMENT (3) # 5 REBAR ON 3" CHAIR 4" V-8" (SEE DETAIL) END INTO 2"x4" BLOCKING IN KO BLOCK W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION J SEE FORTION MOREE INFONFORMMAA REV.03.16.21 SCALE:3/4"=1'-0" CJ'6 2ND FLOOR FRAME CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. TR RIBBONS DETAIL FLOOR TRUSS o SCALE:1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1V-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W14 WWF OR FIBERMESH W. .. 40. TA( (3) #5 CONT. ON 3" 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 16r32' OSB EXPOSUREI x SHEATHING x F PROVIDE II II BLOCKING AS REQUIRED PER D O SECTION X-X IF II 11 _ U NOT FULL 0o :� HEIGHT SHEET - Ill II 11 � Z II II G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I T_ T II SB 16132 UR EXPOSUREI F � SHEATHING W 11 I'll II II x SOLID 2x 2-il IIIIII II II SHOEAATHINGALL(SEE IOPENINGSECTION - III C III x 11IF II II �w II EP IEE71 2x STUDS W III III II II II x SEE PLAN III I 11 II IN II II I I Q m 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SEE PLAN BLOCKING FLOOR WALL SHEATHING BETWEEN FLOOR SYSTEM WALL ELEVATION DIAGRAM 318" "S" - NAIL 3/8" SPACING Z-1 c 3/4" S „7r"1/2.' 4S SINGLE NAIL EDGE SPACING DOUBLE NAIL El AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING v�anre�crx- SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) N0_l R 1/2" SPACING WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Ys" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT w PENETRATE SURFACE MORE THAN}f'. ? NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL _ LL © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O 0 NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. v=i O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. W/ 8d COMMON NAIL u0i W F O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. O (0 U Z p LLO F' OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N lz MEMBER IF GABLE END '—i. LL NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED --- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTAU*---\ @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3116" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4XW1.4 WWF OR FIBERMESH • III-1I1=III II 4 . -111� III 114 °,• • ,� . (3) # 5 REBAR ON 3" CHAIR 4 I III ..14 M S6 • Sd NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 2 ill • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'-4' 1 (2) (1) 2 (1) LSTA30 4'4 (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) 3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16' 0/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE -I I I W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 N - O O N c Q O (Co -0 (7, ._ C s ___. (L v U) r r Q Q 6 :V il Q) a y - >, 0 0 G U �a0w N N 0 N O ,IIIIIlaBafp� a ♦♦� ,� p . L E �V n0vs. •No P 18750 •' f � r �•• STATE OF r ' " .�rf �.•.- ( n P1 7 �`♦ ,•• tip[.. ••... 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. M N W E �r- o 8 # co, N C, Or LL (0 V d 0 2 # LL w W to r- r� J? LL w a 0 y04v 0. YX�nn LL u_ . N2 O z n0oz4 �. 0 mO J W a z N C0 Qyo IL Z OU U N W ❑ ❑ ❑ a J N Z M v 8 c� u f6 w in 0 L„ U LU A a InU _ • �— o �w Z M o J U E N so <L zQ Q c a 6 U OK mU mo z cQi ry �= S w=y W* r6 � � o r Z, z�� m 0$ JO O �I� a � °3 c O 0 12 (Q I C m M _ d' r r L N co CO N LO N T �••� 00 (1� m N N U) � No O T Q N Lo Cfl r r r E c 1 M Z M cE C a T_ 4- m a c . U � Q JOB NO: 22-01714-01709 SCALE : AS NOTED SHEET NO. S6 (MONO) . �f�ll�l■■1"P All 111 n *iN 1r1r 1 4 I I q I1 qT 91 ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11 1j VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED P NAILED TO LANDING BLOCKING D 2x4 PT NOTCH`_ INTO STRINGER kN\H D 2x8 BLOCKING FOR STRAP JOIST Emillm SYP 2x8 SYP STRINGER MUST MAKE FULL / CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH / STRINGER J_A 11 ALIGN THIS STUD WITH FACE OF 2ND RISER — TI� F 2x SYP CUT TO FIT 1 I BEARS IN WALL I Tz7, _----- 2xl2 SYP BEARS IN WALL II I '--2x6 SYP / 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIM14) PO Ox MTS 1/2" NAILS AT STRINGER CONTACT POINTS � / 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN J" ? % AND �' GAP TOP AND BOTTOM, GLUED AND 77 NAILED TO STRINGER / 2x4 BEHIND RISER BLOCKING FOR ,,� 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP �2x8 SYP DRYWALL STOP MUST NO OUCH STRINGERS T/ I -----2x4 BLOCKING FOR 2x12 /� I 2x4 PT UNDER 2x12 C I 1 ROVIDE MOISTURE I \ PROTECTION / / LATTACH ALL COMPONENTS / STAIR TO CONC. W/ T"XTAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ T" X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. \ / 04��) SECTION VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING ------------ G.1\ TOP OF \ STRINGER I 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP •"N I 2x8 SYP DRYWALL STOP / MUST NOT TOUCH I I 2x SYP CUT TO FIT I 1 STRINGERS BEARS IN WALL I 2x12 SYP BEAR,'I E~' I IN WALL I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH L1x4 blocking 2x6 SYP / \ SIMPSON MSTA21 w/ (16) 10d NAILS E SIMPSON A35 OR 2x4 SYP BLOCKING FOR STRAP FLAT STRAP NAILED TO RISER AND LSC EACH / (SIMPSON N MTS12 w/ THEN WRAPPED AROUND STUD - STRINGER 2x4 PT NOTCHED INTO STRINGER � (14) 14) 10d x 1 1/2" NAILS) AND NAILED TO FLOOR WITH GLUE PLAN VIEW 2x4 CUT ON BEVEL AT STRINGER CONTACT POINTS DOES NOT BEAR IN 1 \ SCALE: " = V-0" WALL SECTION VIEW "D" SECTION VIEW "E" SCALE: 1" = V-0" SCALE: 1" = 1'-0" FILLER STRIPS ADDED" PLYWOOD E: GLUED & SCREWED TO PLYWOOD DECKING THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON — OTHER TREADS / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER / 2x12 TREAD -� GLUED AND NAILED I 2x� I DR FT S P 2x4 PT NOTCHED INTO \ STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS / STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING / POINTS / x4 GLUED AND NAILED TO STRINGER E—/ FOR DRYWALL SPACING H SECTION VIEW _ SCALE: J" = 1'-0" ti' 2x SYP CUT TO FIT BEARS IN WALL ---2xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" RINGER 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED' INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS 01 SCALE: 1" = 1'-0" ` f-2x8 SYP DRYWALL STOP MUST ,/ NOT TOUCH STRINGERS 1X4 GLUED AND NAILED TO STRINGER KOR DRYWALL SPACING H E SECTION VIEW SCALE: 4" = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C—� NOTE: 2x8 ' \ DRYWALL STOP \ NOT SHOWN SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTOM - GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR V STRINGER \ OPTION: 2X4 CUT ON (2) LAYER J" EDGE GOLD BEVEL GLUED AND OSB OR PLYWOOD NAILED TO SUPPORT AT 1 ATTA16"CHED LVL W/ SIMPSON H3 ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: J" = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND ) TOP PLATE 'TO RIM BAND, ID NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES JOINT -TO )ISTS) H 2X STRINAR 2X B�OCKING PSON MTS{2 w/ ' 10d x 1 1/2" AILS R 3 D � D OR 2X BLOCKING RISK / VARIE ECTION VIEW "H" SCALE: 1" = 1'-0" Cn O O - O Cr c.) Lo =D U r Zf C i Q3 O O L) 1:�_ ca %_-v 0LtJ N N _o M LE [,Ivwl No 8750 - :9 •• STATE GF -� r 11 •'• n r } tla b� ,J." Y,`• �� �i f 3 6 i 9 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 - Resldential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineera signature and seal. n 0 N �M'T LLaa LL LL a J rn 0° ONrnaQLLW ' �an 0wJQ Z 2 Z -m Z W ❑ ❑ ❑ U z� z a U) V) z (1) CD a--' •U �- 0 W 8 l/i c m U r W �0 W M _j E25 N o &5 Z =o Q m o r— r� o U U m 5, a� Z N N t 0 �Q ao ro� � v <" <w Z w w�`� CO U WRL N� o NZWy Q =ti �o II� ZI4 U 20 co ai rn m r� N m (O N T � CO U) ca4-0 N I— 4.0 0 co +-� N LO o � r N L17 E ' 1^ Ch �/ Z m w m a3 c a Q (J J ¢ a c JOB NO: 22-01714-01709 SCALE : AS NOTED SHEET NO. ST 4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION ♦� DOOR JAMB (REFER TO PRODUCT TO PRODUCT . TO PRODUCT M'' 8., DO NOT DO THIS ♦♦ PROPER INSTALLATION ♦ ♦ 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CO1x4 E 1 X 4 1 x4 P.T. L 7 t ♦ ♦ �♦ #5 REBAR (TYP,) ♦♦ ♦♦ 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO BOTTOM PLATE W/ 8d 4" 3/16"0 X 3" LONG FURRING 3-1/4" LONG X 31'16"0 ' " E FURRING i - FURRING (2) ROWS 3/16" x 3-1/2" #5 REBAR ♦♦ TYP ♦♦ ♦♦ (TYP,) AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O. D O.C., 2 ROWS STAGGERED TAPCON @ 16" O.C. & 4"LL,2X8 TAPCON. INTO STAGGERED STAGGERED IN 16 ♦♦ ♦♦ 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING 1" DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH JOIST W/ FACE NAIL PER MANUFACTURE MASONRY THROUGH „ 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3rr DETAIL ♦ #s�D.90 HOOK (�'P) '♦♦♦ @BAND @TOP & BTTM CHORD, AND (8) 8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) �•• BOTH CELLS ♦ ♦ FACE NAILS 10d TRUSS VERT. WEB TAP x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT J METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: APPROVAL FOR CONN. 1x4 EACH END W/ MIN TO PRODUCT 1117 M/ LAP SHEAOF THING TO DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/IL 16" TO PRODUCT ♦♦ ♦♦ BOTTOMD PICAL ND x 3-1/2" TAPCON @ 16" ♦ ♦ APPROVAL FOR CONN. (2) ROWS 3/16 x 3-1/2 1x4 O.C. & 4" FROM EACH FURRING it ♦ ♦♦ TAPCON @ 16" O.C. & END w/ MIN. 2"EDGE DIST. 1:14" ♦ NOTC,,�I=o FIRST COURSE "�♦: SIMPSON HGAMIOKTA @ 12" O.C. FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ♦♦♦ +2r w/ (4)114x1 1/2" SDS SCREWS MIN. 2" EDGE DIST. 2 ROWS 10dx3" 2x8 2x P.T. AS REQ D ( ) ♦ ♦ INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE ♦♦♦ ♦♦♦ FIRST 2 COURSESFILLED TITEN INTO K.O. BLOCK #5" ♦♦♦. , .♦♦♦ BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH"� RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1610 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BILK.) 1/4" MAX � SOLID WIGROUT 7-0. 8 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS PRSEE BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS OTEUS BELOW70, 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2x SUB FASCIA 2 x 8 45 DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B.ON THE '�- ALUM DRIP EDGE BRACES) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM I I ALUM FASCIA BRG WALL TYPE —I-- FOR OVERHANGS BETWEEN OVER 1 1/2" CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. I PER PLAN I I 1-3/4" TRIM PAINTED 1- CONTACT ENGINEER OF RECORD FOR •. FURTHER INSTRUCTIONS. �• SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL I I NAIL w/ 5/16" HEAD F CHANNEL, DIA. @ 24 O.C. OVERHANG" CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. FASTENED PER NOTE 2 BELOW—L--�- CONT VENTED OR SOLID SOFFIT INSTALL WDW. SCREW ANCHOR- x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN, OF BRACE BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT, (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. ("*) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC ) O , �� IFTRUSSES USED O.C.3 #6 X F WOOD SCREWS 16" MAX. OR IF MASONRY WALL --- -- - 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED NOTE: FOR OVERHANGS LESS THAN 3/4" -NO REPAIR REQ'D. @ . ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING ARCH DETAIL i 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , LISTED IN THE DESIGN CRITERIA ON SHEET SN. MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL Lr L_ n 'IL_ O 5 O SCALE: N.T.S. SS i2 JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: TRUSS COMPANY OR - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN x # - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO WITH 1QR SECTION 6/4'C 31/4ONNECT TO " TAPCON BLOCK (1 1/4" MIN. ROOF SHEATHING ATTACHED / PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE EACH GROOVE @ �.► ► iD B_B EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL • ' ►•ILINTOP /4" MAX STRUCTURAL SOFFIT •' #5 BAR 10 • CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON H2.5A w/ (10) S F01 V .' • .. ► • : g ► '► 4 1 X 4 FURRING BLKG, &BUCK 2X6 TO 2X4 SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS WITH SPANS • KNOCKOUT / N 8d NAILS '-4 ,4 REV. 09.23.2021 > 1 INSTALL MID SPAN BLOCKING PER _ ► •� •• THE SOFFIT FL PA INSTALLATION CRITERIA _. _ :; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2D NAILS AT EA. END PROVIDE 2x '• *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* b MONO FOOTING Aj ° PROVIDE 2 x 8 DIAG, BRACE B PROVIDE 2 MIN. O • CONT. W/ (3) ' •' i' ► SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS AND SECTION DETAILS � BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 '" • CLEAN FILL • ► 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF .► DIRT 6 z TO BE INSTALLED '-k MAXAX TRUSS AS SHOWN FOR O.H. UP TO OVF � STANDARD • ST BUILT UP PLWD. BUCK - Ryq * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. °. 9 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + (F + + /VGT (2)10d NAILS @ 8" O.C. H HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD + TO TRUSS TOP CHORD FILLED CELL �.� �.- 8d NAILS 2 x4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX• RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + . _ .�• ._ �.� ' BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE 2 1/4" X 31/2" TAPCONS AT 16" () PLYWOOD SHEATHING •; INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + ' b* ANCHOR INTO ARCH BLKG. HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL �( B_B DESIGNED ONLY FOR THE SECTION @ENTRY L BLOCKING AS REINF. PERLAN AND STEMWALL _ SCALE: N.T.S. SS INSTALLATION OF SHINGLE „_ SCALE: 3/4 - 1-0 SS TRUSS + REQUIRED TO I MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SUPPORT SOFFIT 2X4 SYP L. L. SCALE: 3/4" = V-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR °'� ° CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL —/ A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL % I SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER HANG MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") } #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS SECTION @ ROOF EXTENSION rM z 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 WITH MIN. 3"COVER 6r�rr SCALE: 3/4" = 1'-0" SS 0 (EVERY OTHER < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U. w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° p c� SEE SHEET D2 AND SIMPSON HTT4 w/ (18)10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL a X w A a REINFORCING AS FOLLOWS: ;.:;; <`; SEALANT r FLOOR PLAN FOR 1/2„NAILS TO STUDS & (1) - MORE INFO Q Cn 1 * LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PLACE LO 0 e 5/8 DIA. ALL THREAD ROD J #5x6' EMBEDDED INTO T * PRESS PANEL REINFORCING INTO PLACE. = 6" MIN. LAP SPLICE W/ ° ° EPDXIED w/ SIMPSON "SET" z EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL EPDXY MI NT & N. 6" EMBEDM E FILLED CELL SMOOTH. DO NO FURROW, ° o ° 3" MIN. EDGE DISTANCE c`nv DRILL 3/4"4" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE >. o SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP u . G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: i" p `' REMAIN FREE OF MORTAR. z \ ' ' H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL xv\ ° (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20"MIN. (2 STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 00, SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS, RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" RETROFIT FOR MISSING FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" o o C" Cal cC - 0. -a Q C. fi a, 'N C}- D C ric s � JI Li C °W 0 CV CM aLC ����!1! . .` O ' GES G`in'��� Co No PVF.'* STAT "+/ �i r 1` `•��:iiPlt�tti``� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code _ Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a U9 n O ao �i u wa di N E, V LL ry Q LL LL a 113 °IL io EG xO � Wrnca _j ¢d _ z O it " 8Z d< 58 W ❑ ❑ ❑ z z z � aE3 a N - � z LL �-JLU N U � —� O Lir Un c m C U � 0• Q N Cl) M M J y z Q LL_ E 0 c g s Q 0o a Z O E R° �� n a N no (p C C or y� �LL ri N J� f 4Z4 JU az W T U �w JCD NLL -0 LO > (O T ca ca � c�fl r � L NLMO CV 1co ,-- CO V U) co T N �— 0 � +-r CV LO -� o M T— N U-) CO r C7 r E M o Z N Z W j N E r `m c a U 0 Q oO JOB NO: 22-01714-01709 SCALE : AS NOTED SHEET NO. PROVIDE 30" LAP SPLICE @ F.C. REBAR, SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN (2) ROWS OF 10d NAILS @ 4" O.C. TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD s 2X4 BLOCKING TYP. FLOOR TRUSSES BETWEEN TRUSSES TRUSS @ 24" O.C. SECT A A V'A CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING WEB CROSS BRACING DETAIL (TYP.) 1 SCALE: 1/2" = V-0" TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB--- 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER APUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS —y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 SCALE: 1/2"=1'-0" TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 W/ (14) - 10d X 1 1/2" EACH IT[ 11 [ 14 DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT `—TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS I :z DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKINGBETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� ---Z— WOOD TRUSS —J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"=V-0" DIAGONAL - AT 8'-0" MAX TRUSS M3 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) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM -k 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 RIDE BEAM 2X4 CONT. ATCONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 PROVIDE 25" LAP (2) SIMPSON SDWC15600 SCREWS @ SPLICE @ F.C. REBAR EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d TOP -CHORD BEARING COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSSES @ FLOOR TRUSS FOR AN 24" O.C. AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED2) 2x8 SYP #2 P.T. PENETRATION AREA W/ LEDGER ATTACHED TO FOAM. DRAFTSTOPPING j MASONRY w/ (2) ROWS SHALL DIVIDE THE 1/2" SIMPSON TITEN HD, CONCEALED SPACE INTO - -- 1MIN. 5" EMBEDMENT PER APPROX. EQUAL AREAS. 54/D1 SPACING. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. c FLOOR CONNECTION an EXTERIOR WALL SCALE: 3/4" = V-0" 2'-0" MIN. LAP SPLICE 6" 6" 6" 6" TYP. TYP. 0 0 1 0 0 O o --Ix 1 I SPLICE 0 O I O O 0 0 21-011 SPLICE BEYOND 21_011 PART. ELEV. VIEW 1pit n r, ■ LEI MEE ED (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. EDGER OGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" ICI DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2)-1/2" DIA. TITEN HD MIN. 5" - EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ ` 4'-0"O.C.T&B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" WOOD TRUSS OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION. —\ PRE-ENGINEERED ROOF —� TRUSSES AT 24" O.C. MAX (2) LAYERS 1"X24" PROPRIETARY TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 1 3/4"- TITEN2 @ 16" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 0810. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD MAST SEE DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=1'-0" M\ 40AYnCAIAILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.C. T&B TRUSS (6)•.162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE w/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER MASONRY WALL SEE FLOOR PLAN FOR MORE INFO. ; STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2x4 #2 SPF P.T. CONT. W/ (2) J"x3" TITEN2 SCREWS @ 16" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = V-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK SEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS �• ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING.—� 2X4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES)- (2) 16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD ABOVE AT EACH SIDE OVER PARTY WALL 2x4 LEDGER @ 48" O.C. SEE ROOF PLAN - _ MAX VERTICALLY NAILED FSTRAP -- -. - TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. (TYP.) oe e e I EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING ° o R30 INSUL. MIN. SPECIFICATIONS NAILED INTO �// (2) 1/4"x3"TITEN2 X� X XX o a 2x4 LEDGER ONLY AT EACH STD 902 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see sht 9) LOCATIONS) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER SEE 53/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CHPA 1 1 FLOOR TRUSS FOR AN AREA < 1000 S.F. �10� TEI AND SEALED PENETRATION AREAS W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8' GYP. (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 8" CONC. BLOCK (TYP.) PER UL905 — 1x P.T. BASE NAILER 6x6 W1.4xW1.4 WWF. —\ e o SIDE OF STEEL "H" STUD. ---- -- (2) SIMPSON SDWC15600 1 LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO 1;2(1) - OR 5/8" GYP. WB. W/ 1 3/8" LEDGER DRYWALL NAILS OR DRYWALL _ SCREWS 7" O.C. EDGES. SIMPSON RBC @ 36" O.C. W/(6) 10d X 1 1/2" NAILS 314" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3)1/4" X 2-3/4" SHEATHING TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS _ t _ TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP. ON BOTH FACES OF WALL) 1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 8"x8"x16" CONC. KNOCKOUT 1/2" GYP. WB OR 3/8" PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT (DRAFTSTOPPING) 4"x4" INSPECTION PORT AT O BE NAILED W/8d U EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO 1x P.T. BASE NAILER ONE SIDE OF THE ca STD. 90°- HOOK FLOOR TRUSS FOR AN n (SEE DETAIL) AREA 5 1000 SQ. FT. OF g NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA &SEALED 4 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ zz FOAM. DRAFTSTOPPING SHALL DIVIDE THE - (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX EQUAL AREAS POO, I'll 9'A \-DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1!2" GYP. WB. IS q (4) #5 CONT. STD. 909 HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION PW01 SCALE: 3/4"=1'-0" PRE-ENGINEERE FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. (2)-1 X 4 P.T. NAILER BASE BOAR[ PER SPECS. CONC. SLAB SEE FOUND. 6 MIL VISQU TREATED; SEE PLAN TOP OF PLATE TOP COURSE W/ LINTEL SEE PLAN o _ SEE PLAN TOP OF WINDW WINDOW PER PLAN 8" C.M.U. WALL �—DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL F.F. 00 VARIES WITH b SITE GRADES SEE PLAN (V 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 -rD C\ r p c © Sr a ' . 6- f� E c` I .� W o � �'`/ (a - V 5: Ili N O N a `````Or<447f9c1pia LEVvf'nl O •'�GENS No PE 50 ST /L OF ' _ 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 - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a 1. s 9 o a N N O N J C N J V O a"a r�22 0 �rNiv u-aY .04 mLLU. a WW 0 13 z LBS 0� (O K O J fa Nco W ��rnOi W a In Z C O LL t9 Q 0JW = O U ❑❑❑ W cD z z F z M VI M o z o �, A - W U � 0 ,.,., Ln c s, U„ i as I L J U � Q 0 CD �m E �a = ® iu z —E CN a$ o� zw ` �22 o - C Y�ZLL y O N } zCn� W L T g o U a6 N U N O� = 0 0 L a� 0 N C� ///� i CV (O T N 50 V) m r GV �--_ O O C < N LLo E - M z Z E Tto c a 0 Q p .j JOB NO: 22-01714-01709 SCALE : AS NOTED SHEET NO. D1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE WEATHER DOOR ROUGH OPENING � SLOPE RESISITIVE 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 BARRIER ^ TAPE EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHIN 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1 .1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water (A66E1°BLED NANDOWr z NAIL BRAND OR EQUAL WEATHER CEMT. FIN. within the wall assembly by providing awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of �- © PROOF CAULKING draining to the exterior water that penetrates the exterior cladding. WEATHER � SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE s BARRIER SEAL TOPS OF JOISTS WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other 1 DECKING UNDER DECKING SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, (SEE DETAIL SELF -ADHERED FLASHING r; with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt HEAD FLASHING TIE-IN INSTRUXTIONS: felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building 1. Cut, fold up & temporarily secure weather RIM JOIST appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under 1 weather resistive barrier 3. Fold barrier back over head R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The BE USED. weather resistive 2 flashing and seal with tape 2 O2 individual layers shall be installed independently such that each layer provides a separate continuous lane and an flashing installed in Y P Y Y p p P Y 9 accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Scale: NTS ■ SELF -ADHERED FLASHING FLANGED WINDOW 1 SELF -ADHERED FLASHING ■ 1 SELF -ADHERED FLASHING ■ 1 Exception: Where the barrier that is has EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILU POTSHELF/CHIMNEY SHOULDER water -resistive applied over wood -based sheathing a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED EXTERIOR SHEATHING -� 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied 3/8" CEMENT THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes g g pp PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WII used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the EXTREME REFER TO TECHNICAL SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL e e O COMPATIBILITY ° RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING ° a SELF -ADHERED FLASHING, _ (BEFORE FOLDING. SCORE RELEASE PAPER TO EXPOSE the buildingwall with a sealant complyingwith AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and g p p p 4) SEALANT JOINT WINDOW BUCK TO EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF MASONRY WINDOW BUCK VERTICALLY BOTTOM OF FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings s SEALANT JOINT e THRESHOLD , ^ shall be installed at the following locations: 5) SEALANT FROM . INSIDE EDGE OF IN s 3 `� r WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK oSECTION-A (SEE DETAIL WP02) J AND TO ° 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall WINDOW FRAME MASONRY ATTACHED ATTACHED PER CODE ° e e e ° SELF -ADHERED FLASHING ° O finish or to the water -resistive barrier complyingwith Section 703.2 for subsequent drainage. Mechanically attached flexible flashin s q g Y 9 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 6) TOOLED SEALANT xr REQUIREMENTS e BEAD BRIDGING e 2 following: ° 2 CLADDING AND WINDOW FRAME SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturers installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 1 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing Instructions or details are 9 g AROUND, INCLUDING SILL. 2 SEAL TOPS OF JOISTS 1 6 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 subsequent DO NOT FLASH OVER DECKING BOTTOM NAILING p O UNDER WP07) 2 7 drainage. Openings usin an flashing shall incorporate flashing or protection at the head and sides. g9 p g P 9 FLANGE (SEE DETAIL 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING ■ 1 SELF -ADHERED FLASHING ■ 1 SELF -ADHERED FLASHING ■' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAANDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. - - -- 1 6.6.At wall and roof intersections. UP Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SELF -ADHERED FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOU EWRAP PATCH STRUCTALATH TWIN TRACK 2.5 = Stucco FLASHINGAND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER l= ° n AN 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE Q Q 7/8" Cement Plaster "V" SEALANT SOCKET WITH � JOIST °° ° ^ TOOLED APPROVED SEALANT SINGLE WOOD BEAM ° Foundation Wall ^ „ in accordance with 7/8 Cement Plaster JOIST BELOW 1SELF-ADHERED FLA FLASHING ° ASTMC926 in accordance with SELF -ADHERED FLASHING 1 ° 4 ° ° n ASTMC926 2 ° Felt backed metal ° lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 3" MIN 4 k: .'' a with ASTMC1063 lathe in accordance FLASHING FLASHING Q 5 with ASTMC1063 ,', Building Paper ' ' Building Paper 7/16" O.S.B. sheathing 7/16" O.S.B. SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING ■ , SELF -ADHERED FLASHING ■ e , ■ • FOUNDATION WEEP SCREED , Metal sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL - - - - - - 7 II Installed As Per Manufact. Specs. PRODUCTS DETAILS TILE FINISH I� STRIP OF SAF LEGEND I SELF ADHERED FLASHING (SAF) - Maintain Stampede or similar Bottom of bottom DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT I r cauk Weep Screed joint only WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO .. 1/2 DUROCK W � BARRIER (WRB) - - - - I I BOND BREAK WRB BOND BREAK WEATHER RESISTANT BARRIER- - - II SELF FURRING (SF) LATH M-v� 1 1/2" t0 2" Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) co I I z I PLASTER ACCESSORY ' ' Sheathing Installed As Per I SF LATH SHEATHING, OSB, PLYWOOD, DENSGLASS RSVP«V Manufact. Specs. 1'-4" PER PLAN Detail Instructions Refer to the number marked as O in each detail that corresponds to the 1'-0" PER PLAN I WRAP DP WRB ONTO I I II THE VERTICAL I I 1/2" Cementitious Cement Plaster SURFACE TO TOP OF Decorative Finish numbered items in the list of instructions below: 1� I l S I FLANGE AS AN AIR in accordance I I I BARRIER with ASTMC926 o•4 °•o, All inside and 1. Install self -adhered flashing in order as shown by numbers SLOPE 8°CMU _ \� I I� f 3-1/2"INCH FLANGE I I over wood 2nd °'' _•o,• outside comer will floor ,o•. ' °•g,o• 2. Install flashing and weather resistive barrier to form water shedding need to be miter laps �� ^ 4"OR8"CMU °a - ° ° ____J z ------------- I •� cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) ° _ _ Z Z I I STRUCTURAL FRAMING r ''. •°• ,o, •o, • •, butt joints need to • 4. Split the release paper using the ripcord (Split release on demand, �--° ° - FILL WITH GROUT l r g g I_ � - If • o. .o • becaulked using •' o embedded in the adhesive layer) - for ease of installation and to '''r -___ _ -�* STRUCTURAL SHEATHING THIS GAP IS A RESULT OF Stampede or sim. minimize scoring cuts 4 ° ° - a CL PLASTER STOP NATURAL SHRINKAGE. 4 STRIP OF SAF caulk for all 5. Remove all release paper per standard installation instructions and - ° ° ° ° �- - - - - - - - - - DO NOT SEAL. CONTINUOUS BACKER i' ---' ---- DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" X 6" U ROD & SEALANT DRIP SCREED PLASTIC i I Minimum) SLOPED MUD BED I I ° ° _ uJ ACCESSORY Ii I BOND BREAK WRB 6. Fold as shown by arrows ^ w I SF LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to .I ° o \ fit tight to corner a - VINYL SHOWER PAN � ^ -. a ° 0 A i Note: 8. Mechanically fasten as necessary Q ° - i The building paper and metal lath must be ° ° SLOPE -- ^ - ° I i Cement installed over the top of the weep screed. a ° ° ___ __________ PLASTER STOP r Plaster cJ A CONTINUO° US BACKER ROD over block t1 v & SEALANT 1 st floor a CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT ■ ■ SOFFIT/CANTILEVER SCALE: NOT TO SCALE 77 C" © 0 :f G C(, 0 ev c 0 0 oW j CL ,•- N CZ> CV 0 C .% P. LE v -k• •04 .`�O� '•GENS' '''• (V0 50 r STATE OF '•�= • L, w 7!p!!Eili9-�` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a a o -,g N CA LL DO n LL. W a rn M y LL a Y JLLIL�'La�E Z m O I- {'p (p O J N m W °' d Q Z inm Z -J N O IL o. ODU-rrn Z O1171 8 z o� Q v J- n_ V) z.g � N � 'U 0 O r.0 LLJ U � 0 c Q N W 8 sLL a I� =® Qrc (�O Ov ~ o w� C g� Z g Z 3 Z_ W) a �W 6 J C:) ° fop V zl�d a ov 3 0 .20 CD e 04 LO N T C '^ W 60 (n m N i- O c^o y--' N 11.11) 0 M T Lo to ,- ci m { �M (0 o Z Z i/i E E :> c a U Z JOB NO: 22-01714-01709 SCALE : AS NOTED SHEET NO. �6111iiiilll MV - MWEA Mounting Brackets (10 Gaugie� +1/2"x+1t2'x2-12' Sm Anchor Schedule Bois 1 t2'01a. A325 GaIv. (Typ') 11ack Cross Support (May be cut to W) lltlgl�t Bracket (16 Gauge) #14Self-Drilling Screws 10-5/80- "C Unit Bottom Edge Hurrkane Strap (Typical: 3 In front) Front Cross Support Self-�king Nuts (May be cut to W) Left Bracket (16 Gauge) # 14 Self -Drilling Screvis Thru Brackets & BackCross Support Into A/C Unit Bottom Side (Typical- 3 each Side for hurvicane use) INSTAtLATION lNf 04MATION *ik matillanuse snaiw� am pravKISSIll wA rxJ3 Hums im-se Air Brur- =Rak*d !;:4kwwWg onsallakillsir Vem I In sea Florkle Department of Business & Professional Regulation Building C;odes and Standerds Product Approval Application Detail Pop I ail IfflIty ar Poodra an M" Version stilliffigam Carew graimer a License, VilliddlM Vallecas! $Lbfflbw ISSC Approya ftallkind mwm Affirtrallm 2020 Gm.rl V.1 Prod"ols, Inc. Mon" Qmh.. Han-F N-OPE Lock. Soon%" P.E� 12MW"20 12MG42020 12/2&W20 Appied CM*W. amidural Comboohn's (877) 441-83H PE-7377b (3303011-1600 "Careally: Products hiroducodase RoWitof InfolgarromRintcont N-TiSalmology C.'rgillan- mob.* E.Wbon R.pork I,_ . FlOtide pteglcor.d Alchtt"I art Llm"O Florida Profe"lanel Engineer 16,b,,N,- Caafiti Assurnstail agaEL2mgsw Contrast "sokdon Data Abonnitei Agnovad i, HMMZ ptod, far L%a HVHZ mmo Actiligas glaw Frossu. Mods '"5401110 D.::F�..I$ F:-d:ndV. O.V-1 12131=23 Y. Y. NIA -100�100 2 I.Mods; V 640-111 on IS tied V..4ml-VOM 121311402S Du Fu trilan 'd Y. Y" NIA 00),100 :11101,1DO 3 SmarlVent Modol #1540-620 Flood V`h I W, 12,23 Y" Y. NIA 4 amarlVeol Mods V540-521 hodAlcid Flood Von 1.1.03 Y., 1.1 NIA .1 all , 00 0 armttvw V401 111540.52 0-9. Door Flood Vant 12131t2023 Y Y" NA N/A 6 SnV#M Mado: SM50570 Wood Will lowlsted Flood Whir 1 21311203 Y: Y" NAA . 1 OD� 100 7 amstVant Model 91540174 14 sLqud; Guinea Door Flow Vwt 12J3112023 Y. Y. NA MIA Florida Department of Business & Professional Regulation Budding Coders and Standards Product Approval Application Detail patislol IA4=1 IDOL& 1111111 RO D" Prxmw mm V"- jileadailm xoww somm LBQ.&MMA agamm a" R.O.I. 2020 Drexel Metals Inc. Jaw 6humm Winery R. pdoll Laclw Bo0en P. E 05MOM20 0111091M OSnO*020 I On3=20 ApproW cautioni Rooting (50Z 303-1511 PE-?4021 (334) 300-1 WO SuIsCategoirrin Marc Raising Iliu-twedissmal'oom Compsamo Starts* 15%,aluatloo Report front a Flwldo Registered Architect or i Lkaxi Florida prar"'I.W erginest Quidar Assurance Aponmm ty usts Analysed for Use nm Do" Prochuall Dimitodits, radon Dab In HVHZ RalLit" P�m OMO 1 ODNIA OW, 15085, 13MG 1756, DMC, 2ODS, 12f3l,2025 T. No NAA +0'.160 ONG 5V Florida Department of Business 9 Professional Regulation Bulldlng Codes and Standards Product Approval Application Detall POP 2 d4 1125fX22 20299U 20 version manuftaturat Contact License val"40 ey sub, no I Appistivit Approved LV las Revision 2020 Therma-Tru Corporston StOn, jaaspat2san Lyn Ryan J K11; E Schmidt. RE 04MSrW IZ'31=20 04122r421 051)8=21 Approved Categay. Exterior Doom (M 04 _,a PC_= (813)767. llubCoblitionir. &Onging Exterior Door Astiestriols' Cam p1lones, Mothod: E-1-bain Report from . m Ferid. litjuriersod Architect or a Uceneed Florida PLiUM484tfi Professional Engineer Products QuislitilAssuri Cntfilj�g� Approybelforllika Approvedforl.1" Dow in HVNZ Outside, IjYHZ Impact IMM Daidd n EMI= M!;M' ber-Cl..4c and Smooth Star Nominal 8M%,8 liquotinsioactilltivat, Opaque NO Yes Yes NIA Compoaft Edo. Fitterill- Single Door (InswrollOu"; X wiligurNon) b. ThOM)1-7rU Flbdr.CbsaiC Wd Smooth -Mar Nominal U93W.8 "lm"ct&qwt Opaque 1121731r= No Yes, Yeg WA Composts Edge Fibergloss Single Door wth Sidelov(s) (Im-risiOutwAng: XO, OXcr OXO towntgur"ons) 3 c. Therma-Tru Fiber -Classic and $rrauth-Star Nominal S&M.6 &quat.1 "Woku0n: Opaque 12131ri= NO Y" Y" WA Composite Edge Fiberglass Double Door with or vothout Sidelitn onsvoingiOutinMrig: )O(or OXXO can Uri 4 d. Thermai Fiber -Classic and Smooth -Star Norial =0 &quor.I""Otsqwt" Opaque 1213112= NO Y" Y" NIA Composite Edge Fiberglass Single Door tinowngMulawing; X cordighiratiort) 5 a ThermwTru Fiber-Cle"c and Smooth.Stgr Nominal 01103SO liquotIrnipscliSquart; Opilus 12131r= No Yes Yn NVA Composite fte R IS.Vins Single Door with 81daitiss(m) (lmvAnqXhAi XO, OX. 0XO configunitions) a f Tiserma-Tru Mber-Clasolo and Smittoth-SlAr Nominal OLM.0 "inpsct$qwt Opaque 1213i= NO Yes Yes NIA Composite Edge Fiberglass Double Door with a �Mout Stdalfts (In-WWOutivolng: XX a OXXO coringlurations) 7 gL Tharmse-Tru Fiber-CIN&MC and Smoobi-Ster Nominal 511#39.8 Squotlinipact5quot, Glazed 112f3ir2m No Yes yeas WA Composite Edge Fibehillme Single Door (1-hmelOuls", X cerfigunetion) a In. Thatirve.Tru Fiber-Clasaic and Stnockh.Stsir Nominal S&MS libiuctinnipactlikqisol; Glazed 12131/= No yea Y" N/A Composite Edge Fiberglass Single Door �dh Sulelft(s) (InsvoinglOunistil XO, OX or OXO oDrifigurviii 0 Thetma-Tru Fibw-Classic -nd S1,0011 -Star Nominal e&M.8 liquatImpact9quot; 01" 12tW21W No Yee Yes WA Composite Edge Fils"Iess Double Door witt ar without Sidetibm InevAng/Outsiloing; )O(or OXXO 10 Ther�a-TruFlbtf-Class�la-4S�th,-Aar ==�O "lnl"ctgquot: (glazed 12131r= NO You yes NIA Composito Edge Fiberglass Siriglo Door ln&MmWuWi*j: X ow"gumillon) 11 k. Thstmo.Tru Flber�Claaslc and Srinooth.Slar Nominal UAW:O lliquatintibectiquot Glazed IX31=2 NO Yes Yes N/A Composite ENO Fibergess SlIVIe Dow VAh Sidelkells) OnoviingnOutsWrig, XO, OXor OXO configuraltionol 12 1 Themns-Tw Roer-Cle"le and Smaeth-Star Nominal 8111*39,..0 l6quatin"at"Usit Glazed 121311= No Yet; Yee N/A Composite Edge Fibergim Double Door voth or vilidnoutSidettes (11-singlOutioming; )0( a 0)0(0 configunmonal '13 m Thomna-Tru FIber-Cleagic and Smoodi Nominal 611450,6 kutitImpactIliquot. Glazed Molded IMI*= No Y" Yee NIA Open Composite Edge Fib"lass, Single Door ons,mrso0outisi-ft X configuration) 14 n Thenno,`rru Fiber-Ciii and Smooth. Star Nominal 8111JI310 ":lmpact&qLmt Glazed Molded 1201r= NO y" yes NIA Open Composite Edge Fitmigim Single Door v90 Glazed Makad Open Sidollba(s) (InvWng0ut9Wng: X0, ox " OXO configuration.) 15 a Thermip.Tru Fibef.Classle and Smooth,ftr Nominal S&M;6 Squakimpselilliquart; Glazed Molded 12F3112M No Y" Yes WA Open Campeche Edge Fiberglass Double Door vAth a without Glazed Molded Open Skilithes, (InsomroCutsvinng; XXcrO)M coirligurstions) IS is Thermix-Tru Fiber-Chissic and Smooth-Egar Nomin.1 5"V,8 &q.otl n"clIquot Opqm. 12131r= No Y.4 Yes, NIA CompNO Edge R bargloss, Single Door with Mildod Open Sidellial onvoringlOutievving; XO,. OX or OXO configurations) 17 q ThermsTru Fiber-Classo and amooth-Star No wo Opaque 12131= No Y" Yes NIA Com "I Double Door win a without Glazed Melded Open Sidelhas (I nPArGlOutswing; XX or OXXO configurations) Flodda Deparlintent of Business & Professional R*gu lotion Pri at BuildingCodess and Standards 10=1 Prodtxt Approval Application Detail CDOLZ an yalwill" Yd=M aLomitm P8C AMMM ADINVINKI In= R"Slon 2020 POTInduOrl. J.. R-dd W-01-0.6t, SCOO CER Mismi-Od. SOCO - VAL 11/19=20 1 N2VA20 111241`N20 Aptx�d 0 gi ftSm. Door* (941) 4aS-OiGO 17116) 315-2590 $=gunn. 811ding 6tarlo Door A---bl-- I'an-littioult"dow.ac caretusnassawast; Mark or LMho am Quelilly Amaurati Anoravedfortlat Anarattedforlilm bw 2211111111 cggalNM� 09, in MYNK 2&MdLk= assisted Eadium ml.b. t1l 'Pb._d) vhyii alld.0 ON- D- Y. Y.. Yes NJA January 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please prcMde the Information and approval numbers on the building components listed below If they will be utilized on the construction pmject for which you are applying I& a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON4MPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTisu Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 15332.1 - FLI 5332. PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 411412026 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) F L8248.1 0 +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 FL1 1537.1 N/A (see Inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 F Ll 7499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 C. FIXED MI Windows and Doors Series 185 F Ll 5349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/3012025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 F L26 1.1 NIA 5/26(2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardlePlank Lap Siding F Ll 3192.1 - FL1 3192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit F Ll 5272.1 - FL1 5272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum SoMt FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. AS P HA LT S HINGLE S GAF 3 Tab, Dimensional FL10124.1 NilA 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 NIA 6/29/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/912026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA4 Exahust Vent F L1 7202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V F Ll 7679.1 +0/-180 12/31/2025 5. SHUTTERS A . STORM PANELS Global Protection Products Galvanized Steel Storm Panels F Ll 5076.1 - FL1 5076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels F Ll 7869.1 NIA 12/3112022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong-Tle see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates F Ll 999.1 - FL1 999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels F Ll 58.1 NIA 5/21/2022 Commercial Concrete Products, Inc, High Strength Concrete Lintels F Ll 774 NIA 5/2512024 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) APPLICANT SIGNATURE FlDtid a Depa rtment of Business & professional Regulation Page i of 3 Building Codes and Standards 10022 Product Approval Application Detail Tm version manufacturer Contact a laftirlLuceirlse Valldided Valiciabd a== ISBC Approval Aggroved Amu Revision 2020 The-Tw Corporation Steve Jasperson Lyndon R Sohnnicit, P E Ryan J. King, P F_ 07rz3Q= 07tl2= 07129=0 10`13f2020 Approved Cartagiarlin Skowior Doors (SOC) 843-715211 PE-43409 (813) 7117.65515 SuliCategary. 9woriging ExImnor Door Attesi Compliance Method: &uluation Report from a In Florida Registered Architect of a Licensed Florida Prores nal Engineer prod"02 Q1,1111111LAUUM ADWRALMLM A92MAUK.UK In 149' 2iijAMLIM AUQ Resistant 2190 Pressum .1=0006 Nomin 8 6quot;Impactilquot Opaque 12/31 r2w Yea Yes yes WA Composite Edge Fiberglass Single Door [InwAng/Outavving; X configuirstion) 2 b Therma-Tru Fiba�Classic and Smooth -Star Nominal 66030:8 i1quatImpaiatil,quol; Opaque 12/31 r= Yes Yea Yes NVA Cc powle Edge rglsn Single Door th S;k*W illmrmrF�=Ag; )(0, OX or`OXO confill re) $ c. TherrwTiru Fliber-Claselc and Smoolh-Ster Nomln=#5" ilquoklrnlpact&quo� Opaque 121=2022 Y" yes You NIA Composite Edge Fiber9tan Double Ow with or without SISIalfte (Ir*MVOubroAng; XX or OXXO configurations) 4 d Theroms-Tru R berCISSOIC and Smourth.Star Nomlnsi 86M.0 &quat;lmpact&qu*t, Opaque I V31 IM22 yes Yea, Yes NIA Composite Edge Fiberglass Single Door OnsionsiOutsWrig; X configuration) 5 Therms-Tru Fber-Cl..Sc and Egmstoth431,., Nominal "OWD 11quatimisictIll,quot Olosque 17J31=2 Yes Y_ Yea NIA Composite dolt@(*) (nswn no. . or rilieursitions) a f Thearre-Tru FIbetClassic and Smooth4tar Nominal 81103sO 116quotimpactIliquot. Opaque, 12131 Q= Yes Yes yes N(A lbor, I* Door With of InsivAthout SKW69 )D(of O)o(O configuration.) 7 g. Therni Rber-Ciessic and Smooth-Sbar Nominal S&XW.g Iliquot.Impactli6quot, Glazed 121311= Yes Ym Yoe NfA Composite Edge Fibsioglam Single Door fln&A,mWOuhvmrig; Xconfeumbon) 6 In. Therma-Tru Fiber-Cessic and Smoolh-Star Nominal 0&#*.8 Squatimpactiquot; Glazed 12131 t= y" Yes Yes NVA Composite Edge Filienglaw Single Door YAth Sidelta(s) OnswinglOuboWng, X0. OX or QXO conflouravans) 0 1 Therninst-Tru Filbox-Ca"t; and Smooth -Star Nominal II&MS &qwctAmp&ct&qucA; Glazed 12131=22 Yes Yes Yes NFA Compash@ Ed;* Fiberglass Double Door Wth or wthout Sbalftes (litirmitil/Outrining: XX or OXXO oonfigurallons) 10 1. Themns-Tru 91bet-Clessic and Smixoth�ftair Nominal 86#39;0 "impactiLquat, Glazed QiSi=22 Yos Yes Y" WA Compoeris Edge Fiberglass Single Door (In-arelOuissiving; X config-lian) 11 k Theirma-Tru Fibsir-Classic and Smooth -Star Norintrall,11,939r,046quatImpactliqual; Gloxed 12J31 r2W Yets Yes yes NIA Composite Edge Fiberglass Single Door �Alb Sideft(s) OrsinvingwlOutwnfrla XO. OX or OX0 configuz.) 12 1. Thvrnn�Tru Fiber-Cimsic and Smaxoth-Slar Nominal S&OW, 0 SquatImpacUl6qual; Glazed 12131t.1022 Y" Yest Yes NIA Composirm Edge * Door �sft or Wthout Sidellhas iI.r.1=n'g XX or 0)0(0 configurations) 13 M, Thernist-TrU FlbW.CM"C and S7100th-Stilt Nominal 6&*M.6 lIqUattrnpiCtILQUOt Opaque 12.131 =2 Yes yet Y" WA Composite EOgs FIDOV1026 Single Door wfin 9quat.Non-twipaoill ; $4delftiats) (InMing/Outwrig; X0, OX or OXO config wrations) 14 n. Therma.Tru Riber-Cls"Ic and Srnoo#�Ster Nominal S&OWS 11,quatimpactiliquat, Opoqm 12131f-'= Yes Y" Y" NFA Composite Edge Fiberiglats Owtilo Door Wth &quoCNon1mpscAquot, Sidolitin(Inwoving/OutsWrig; OXXO "Onfigurnation) 15 a. Themnsil Fiber-Cla"Ic and 6motith-Star Nominsl 86#*.0 agumintputouliquon; Opeque 121311= yes Yes yes WA Composite Edge Fibegloss SInglo Door Wth kluotNors-Impactillitwol; $idelfts(s) 9noWnWOulwimna; X0, OX or OXO oonfigurstions) IS p, Thernss.Tw Rber.Cleasic anti Simootir-Star Nominal 86013sil &quat:lmpoct&quol; Op"UO 17JSI/20n Yes Yes YOS NfA ComporAts Edge Fiberglass Doubts Door v4th &quorNcrS1mp&C1&quO1; Sidelftes (Insimingioutswrig; 0)0(0 Configuration) 17 q. Thermoi F,ber-CI.W. and Smoath-Sar Nominal UNAB &qv*. Non-ImpeciAcluc* Opaque I 2J31 Q= Yes Yea No NfA C'mPoNts Edge Fiberglass Single Door 0 nownglowivning; X configuration) 18 r Theirrai Filow-Classic and Smooth -Star Nominal O&AISS8 liquathlon-ImpactIliquot Opaque 12131=22 Yea Yes No NIA COMPOSIC Edge Fiberglass Single Door wth Sidelt6s) onevAnwoutawng, X0. OX or OX0 configurattons) 19 t Therma-7ru Fiber-Cloasto and SmolItSuir Nominal $9,00; B &quo�Non-Impec*uoL Opaque 12t3lr= Yes Yes No N/A Composite Edge Fiberglass Doubt& Doer %fth at Mhout SkIlaill (ImaninglOutoWng; XX or OXXO gring Urabons) 2D L Theffro-Tru Fiber-Chis- and Smooth -Star Nonn".1 $16#39*.0 ftwathlon-Impoeftuot. Opaque 12/31 QW Y_ Yes No WA Composite Edge Fiberglass Single Door inaving/Outswrig; X configuration) 2`1 u, Therme-Tru Fiber-Claesic and Swooth-Slar Nominal 81ILMO lliquotNon-ImpactiLquot Opaque 120 rd= Y_ Yes No NIA Composite Edge Fiberglass Single Door �Sxth Sdelksi(s) OnownglOutwng: XO, OX v OXO conta ufaillonal 22 v. Therms -Tm Filow-Closa. and Smooth-Slar Rommel SSOM;O &quat;NcruIrrqmd"1 Opaq� 121311= Y.. Yes NO NIA Composite Edge Fiberglass Double Door Win or Wthout Sidelftes Ohamna/Outsmno; )% Or OXXO configurations) 23 w. TherrywTui Fiber-CIP"ic and Smooth -Star Nominal 611,061,111 &quokNon-Invadliquot; Glazed l2j3l/= Y" Yes No NIA Composite Edge Fiberglass SINle Door 0 movingloutowiv. X configuration) 24 x. Thernriii Fiber -Classic and Smoft-Star Nominal ftjgag lliquothlart-InVactiliquot; Glazed 12131r= Y" Yes No NIA Composite Edge FI berglass S Door Ath %1OQX Side] 1*($) orismi ngtOuloWng; a OXO configurstions) 25 y. Them* -Tu Rber-Cl.asic and Smooffulgiar Nominal 6&#V.8 Aquot:Non. Impactiliquot; Glazed 12t3l= Y" Yes No NIA Compact* Edge Flbwglm Double Door Wth of wthout Sid*llto4 [IrwMnWOu1vMng, XX or OXXO configurstonw) 26 z_ Thonriii Fiber-Classue and Straoth-Sear Nominal 81160311:0 IliquatNion, Impacillquot; Giusti 1213112022 Yes Yes No NIA Composite Edge Rbeight" Single Door Onswrig/Outswitrig, X ounfigursdion) 27 ze Therme-Tru Floor -Classic and Smooth Star Nontimil S&M.O SquatNon-Impact6quot Glazed 121311= Y" Yea No NIA Composite Ease Fiberglass Single Door with (InavurigOtOutowng, XO. OX or OXO config Ong) 26 At Therme-Tru Fiam-Clivisic and Smooth -Star Nominal 8&#Mo iliquatNow, ImpeclAquot Glazed 12J31/= Y� Yea No NIA Compocte Edge Fiberglass Doubts Door Win or Mhovt Sidelitis Oneroing/OubsMng, )OW OXXO configurstions) 226 zm VW- Ftsi 2020 MI Windowns and Dows ca"i ext"Or 0=9 SAWS,plin. Sitting Exterior Dow Assambfts Ctsintillancs Modloct Ealliallon Room *am a Flofte Regimental Archluiurt or. Lick,sad Florlds Proks,ional Onglin- dMbw orr rearm UMINUM SW 2 SERIES 420ALUMINUM SGD 3 SERIES 420ALUMINUM SGD REINFORCED 4 SERIES 420 ALUMINUM SOD REINFORCED 5 SERIES 420ALUMINUM SGD REINFORCED Florida Department of Business & Prollmional Regulators ipplsa Building Codes and Standards 1&2D21 Product Approval Application Detail 211111 ;As OK, livadmi an vaidulad IWKMM LAGAMMA AROMM agn eventallmov LUIS Rokno LoIno Si K Unch, FE 110"CarAw 1000110020 1101111112020 12flVA20 Approosd C717061-3300 PE-52314 ATIT)3IT4454 os%hg*rQmWd_ Product Distillation 9==# hekonsedforuto Approved In HVHZ Outaide for M HM lmm Itialffiand ROM Prinum SERIES 420 ALUMINUM SGD OKO 12J311/2024 No Ye. No N/A M&WOOOK6064110C NON -REINFORCED SERIES 420ALUMINUMSOD QX XO.XX 12(3t/2024 NO Y., No N/A 96&Qud,%&O&q.oL. NON -REINFORCED SERIES 420 ALUMINUM SGD REINFORCED DXO 1213V2024 No Y. NO N/A 145-314&QudXQ3&qu ; SERIES 420ALUMINUM SOD REINFORCED OX 12/3112024 No Y" No N/A ut xo� XX 9".d"q ot; SERIE19 420 ALUMINUM 901) REINFORCED XXX 12/31/2024 No Y. No N/A 1431lutuct;xMiquot, Florida Deparlited of Sualne" & Professional Regulation Building Codes and Standards Product Approval Application Detail P.W I d2 low= PAR �ftff almimam a" mult Wman slaijb= V111101111,111 11V validated Samilgag liscAmplatim Aponstival ROMOM 2020 Ws"�Oslltxi division orOvwhm.d Door losir. K_I'h John I sob. Je" R A-. PA 111112020 Oli '10=020 12fit/2020 ApprORid Corporation (3307634121 PE-61737 (W4)821-S200 Catelloril: Sitarlor D- diami0stilwairwalsion c SubCd.gorr. SACOMSI fixtarlor Door AArbli� on, Report ftom . Field. Registered Arch"wl or a Umnal Floods f6mmLtmbj" Prok"lonal Enonear As" gwdbAnKm Product Dwrlption ega= sailrall out AggialliallilLuit, A-r,,,d for U, In HVIII! Clutdole HVhZ No& Rjesidl 2LVM Sivesunt 3 =="Lnhwmxkm #1105 MAU: M.� kith. 144,436. Max Withi G.&g IV31=3 No Yes Yes -310005 DO sysilable In too or In"Iff"Odi stow, 10 wooml ON200 0112� 106030r, Maxwft. Ismer. Maithowm, Glaw"s 12131J2023 No Ye. Yes .30.00A33,50 avellable In top Or Intermosilato Smaller. 11 8000MIOM200 01124 154639 MIX .1.2h, 14MO: Ml h1lQht GlUrg 12131,2023 No Y. Y. �34ADP38,30 ,ION@ In too or Immmodleta sodloo. Florida Departirriont of Business & professional Regulation rowlixi Building Codlas and Standards Product Approval Application Detail MIMI 1111,111 �go Indry =1 DNNI lifetime muls V.21- liffigaggligim VQ= kddm" xdglm &am= LWL&MMA higamd Riga RaMsion 20" Comes OvIalon at AADO. 1. Torn Rally UL LLC Troy Shilhop. P.E 12/1012= 12jolf2m 12al/2020 App-d Category: Extsitor Doors 041 , 494-2813 (954) 947-MO "CRIOSOW. Eid-or Door COMPOn"to Comphatts Nothod: O"Iftation MR* ar 1.1sling Quartyagairm Anoll fair Us, Anionived for on mm Rift I Inj= D�tdd, HIM Rjuilleas Ism-ra 11417-715 IT 717 a4? Ski a Is and P 0 Wt Of Pliih Glasrva. ..d Lo-W Met. no pairs Or 12031=25 Y" Y. TO, N/A Doors Militia, rr*tal doom. Florida Department of Business & Professional Regulation pa"I.Q Building C*&s and Standards Product Approval Application Detail 1111111111111111,11111 Jill 11111 Qft CW0 010. 04, ftedna y"I" xdwm simma FSC A-,vd Mai a" 2D20 M) Windows and Doom Sron' eftlingor ��Alllfttftm I Ots"n 11. Unch ' PE 11117020 11117IM20 IVM2020 Awoi Cate": WndM 171?) 3611-3300 War, As.-ltor, " 17) 317-11434 IlUbCdagory: Since Hung Corollarus, 111101hod: C.Mcdo Mark Or 1.10ho 2AULAnWMNA Amirrarad flar Uss A-,,,,d for U, koga OLIM Carried Radiation D9& In HVHZ Rialm 2 166 SH 52X72 Finpartop Framt IGISG Single HMO I 0106=3 NO Y.$ No .601-60 L-imilind Chs. CD cn -0 2 -CD > 2 L) 2 CD CU -0 C CD = -0 CIO 0 -cu Cn 0 2 5_ CU 0 .0 CU U_ %I.- 0 CU > .0-0 W !E W Cn E " w '&..' CU 2 (:L CU -0 i"0 C ._ -ii.- Cn Z Z W mi Vj I- C) C" CV) c= C\j l: Ln C 6 M o < 0 < ja j CD ;a., CL.0 0 0 t: 0 .e .0 5; L_ 40. w "Sillasso U) ICU > 0 > L_ CL 0 0 0 < LOS. C/) L) co M < -0 a_ F- 0 co W Z Z _j SHEET NO. PA 1.0 11, 0 I�i�illid�IllWiL(i 1.1 � �I L.eirr _ t Florida Department IN Business 6 Professional Regulation wp■e .10 Fords Department of Business a Professional Regulation gape 1 a Florida Department of Business a Professional Regulation Paw 1 a 1 Florkla Department of Business a Professional _ CU U C O 0 C � �` CL ^^'' W W C � CU ui O 0 ^^++ O O W c O LL O E O a) -oh-, Q�. U) .� ri r o L ^ li (� :.' `� !� U �)� Q1 y (J, Li Q, q O 3�% CY .♦ tt7..� ,l (p O O J _> 40, ` •Y > aQ W �a Z _Cn 0 L� O O L L) aeraeea L O LAJ Q W z J z Q J n. SHEET NO. PA 1.1 Regulation ppe 1 at Building Codes and Standards 1R52022 Building Codes and Standards +af2W 1 BLakanp Codes and Standards 115R011 Bulldog Codes and Standards ,ar202, Product Approval Application Detail Product Approval Applicator D�II Product Approval Application Detbll Product Approval Application Detail 2ASi! A,ggp{y[ � �(( Dre Pendh+e � j» yep(pa �ydp(y(g gp� F]lalneeraLlnnas Valltlatadav Validated ,' FBCAmrowl dYY(�g �I! L'Dtla ilntlhca[ an all daa YtaPasdaa YoN gage a01.ta Malt daa LltPfllflea dot SAL a"tarr Ott dtlt YiILP,Odoa Yes Rev4ion 2V20 TMrrrsFTru Corpetatbn Steve Jasperwn Lyndon F. Schmid[ P.E Ryan J. King P.E. t0A7f1u21 OB'1tY/2071 it]H972DS7 i2n5rX121 Approved �IUX � Lleam �� I �� ilNan �0 A=� 1� F{IaW� )/ Lam FAC Approval! aQ� alb T7{a �= �= '� 1( ii� i ��m �' CelegOijr: EFtr(er DObre (800) 843-7828 PE•434pB (B13)787.8555 Aflkmatlon 2020 PGTlndurrke Jen■ RosowW MemFDetle BCCO •CER YbmFDsdr BCCA- VAL 11p52D20 1 tAXJ2020 11H 112020 Approved Revision 2070 MI YOnOane and Does BrMt Bllinper American Arch LeautN eleven M Urlch, PE 100VJp7p 10gerJ02p 10fttY2020 AOprou.d R•v+elo^ 2920 MI Ninarr■ ■ntl Doac arsN eurrgs amencan ArdlNdunl Steven Y. unto, PE 11/1217070 177J2>t020 11pM020 Approved tiubGlegory:8Y4npinpExarlerDoor Aalaempie• e)nepereottQMermatru.m CdeD•rY;xlndays (811)Ib&0100 (7t18)319-2980 Cr•a0rY:lNhdew■ 1T17)3&1.33m MmuAduranFasrlaRam (717)317•e474 C■tepOry:Wlndbws 1T1713e0.3709 M•nubewrasAcsachtlm (71031T-&1!4 comglsnos MaMotl: C-valusevn Report home m auoearpary 81nrs Hung Jrwpr■NllppindeWlsao ThebQiu•vM NalzoNal Ada bemngeQpmlwd,can slaCr••eN: Rvetl Qmlwd.com budnPrGNft Fbrida Registered Artitlect or a Licensed Florida cplpnrtr Metlwtl: Gtndlatlm Msnt a Llalnp � Compliance aedtoa: CertlpcMlon MaAt aLbetD CeerYNa,w neared CaOfNeEM Malk or Listing Prassaiatr F1lgmaer _ LI�'l111a18tL$attltlt - . .sla.I.tsaYEloi'a a®ila�fll � 1LYOD 1L�1 AmrovWfrdr AtlOrovWfrUr � �. gommAnam AareredferNu ANUDMIULUM !� gpym PmroeatlT¢rLlea AoorouadfarUse l� g�pg leas Product Yodel.tararrYe+rr Product DmffioUm tomaalmralmDel• lo.tlldlZ �}, LQa &lml la�i outside LiaNti lnaWa lea! PrructYadr.tsnerrr■■nw Product0 � 1nHlQli S>yl�i L� mfWa 8r Product ModN. NumWfof Name Pr«luCt DeaCnOtlon Cmhaat EiOlfatlOn Wh )ji MVIQ OUbIda HVF1Y Raa1WN Pressure 7 eN56o0 (urge N+de.nped) Vhyl rrgl. wnD �ndOv 9TI3or7025 YN Yea Yn WA 1 HS 138 Fln and flenD►FYeme 73ne21nwWM 6!•u 02fIS/2974 No Yea No .5dr•5! 1 IBS PW YJ. 721neulNed Clue 04K19/J023 No Yea No +8wd0 1 aThermo-Tru Fiber Clwband 9n,00M•Rsr NomiMiealKia,88quoCNoMrtpadBquoC Opaque 12131J2022 No Yea No WA Comport Edge Fiberglass Single Door 0 nlvwirtgfOulMwnp; X mrlRputsfion) 2 b. Themla-Tru r■ iki& L , . I I - - J &W Simpson Strong -Tie 2020 FBC Approved Products Updated IM"2020 For direct Inks to all SST approvals Noted below, CLICK HER For additional information regarding Flalda's Statewide Product Approval System end MamlDade County Notice or Acceptance (NON. �f.tCr►S.t1CP,: FL#2388-R7 Aga Product Model. Number or Name Product Descdotlon 1 Titan Stainless Steel Concrete 8 Masonry Screw (TTN-SS) 1/4" diameter Then stainless steel masonry screw FLiN589-R8 inx Product Description 1 SDIID112DBB Outdoor Accents Connector Screw 2 SD9112, SD9212, SDI C112. SDI 0212 Strong -Drive SD Connector Screw 3 SD911268, SDO212SS Strong-Dr"SD Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614. SDCF22700, SDCF22858, 3DCF221014. Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271W8, SDCF272358 5 SDCP22434, SDCP22512, SDCP22814. SDCP22700, SDCP22858. SDCP22912, Strong -Drive SDCP Timbar-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive 6DHR Combo -Head Screw 7 SDS25112, SDS26134, SDS25200, SDS25212, SDS25300, SOS25312, SDS25412; Strong -Drive SDS Heavy -Duty Connector Screw SDS25500, SDS250DO, SOS258M 8 SD625112SS, SOS2620058, SDS25212SS, SDS253ODSS, SD825312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SOWF2730 Strong -Drive SDWF Floor -to -Floor Screw FL#10007-RB 3eo # Product Model. Number or Name Product Description 1 ATR&S, ATR1/Z ATR5M, ATR3/4 Threaded Rods 2 ATUD5, ATUD&2, ATUD9, ATUD9.2, ATUD9-3, ATUD14, ATUD14.2 Aluminum Take -Up Device 3 BP318-2, BP1/2, BPI/2-3; BP518-2, BPS-3, BP3/4, WW4-3, BPRTUD3-4 Bearing Plates 4 CNW318; CNIW1f2, CNW5/8, CNW3(4, CNW818-1/2, CNW3145/8 Coupler Nuts 5 CTUD55, CTUD65, CTUD86, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Tak"p Device CTUD98,CTUD99 6 N3, 144, N5, N6 Heavy Hex Nuts 7 RTUD3, RTU038, RTUD4, RTUD4B, RTUDS, RTUDB, RTUD7, RTUD8 Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 310" Uplift Rod Run Tiedown System 11 URS4 1/2" Uplift Rod Run Tiedown System 12 URS5 618" Uplift Rod Run Tiedown System 13 URSB 3/4" Uplift Rod Run Tiedown System FL#10,441-11416 Product Modal- Num bar or Name Product Description 1 DTT2 Hold-down 2 HDC10/4, HDC10122 Hold-down 3 HDQ8, HHDQ11, HHDQ14 Hold-down 4 HOU2, HOU4; HDU5, HDU8, HDU11, HOU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 8 LSTHDB, 1_STHD8RJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PASS Strap -style purlin anchor 10 PAI18, PAI23, PA120. PAI35 Strap -style purlin anchor 11 STHD10, STHDI ORJ Strap-sryb hold-down 12 STHD14. STHDI4RJ Seep -style hold-down Simpson Strong -Tie 2020 FBC Approved Products Updated 12r.WD20 WNFor datd Inks to all SOT approvals failed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and MamiDade County Notice d Acceptance (NOA), CL rCK HERE. 21 LB series hangers Top flange hangers available in width of 1-9/16' and heights ranging from 53/8" to 15-118". 22 LBAZ sorles hangers Top flange hangers available In width of 1.9/16" and heights ranging from 9431'I B" to 13.118", 23 LEG3, LEG5, LEG7 sores hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 7/8" and heights ranging from 9" to 33-1/7' 24 MEG5, MEG7 series hangers Top flange hangers available in widthe ranging from 6.1 /4" to 8- 718" and heights ranging from 9" to 32.1/7'. 25 MIT series hangers Top flange hangers available in widths ranging from 1.9/18" to 5- I/$" and heights ranging from 9.114" to 24", 28 PF, PFB, PFDB, PFDS8 *aria hangers Top flange hangers available in width of 1-9/16' and heights ranging from 3-3/8" to 7-118". 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1 WIV'to 7- 118" and heights ranging 9-114" to 37'. FLr10860-R5 jgs" Product Modal- Number or Name 1 ABA44,ABA44R,ABA48,ABA46R,ABAe6,ABA66R 2 ABU44, ABU44R, ABU4e, ABU48R, ABU5.5, ABU5.6 ABU65, ABU66. ABUSeR, ABU88, ABU88R, ABU1010, ABU101OR, ABU1212, ABU1212R 3 ABW44Z, ASW44RZ, ABW46Z, ABW48RZ, ABWS6Z, ABWS6RZ, ABW7.7 4 AC4, A04R, ACE4, ACS, ACBR, A0E8 5 BC4, SC48, BC4R, SCS, SM. BCS, BCS2.2/4, BCS2.3/8 e C944, C848, C648, CB80, CB88 7 CBSQ44-SOS2, CBSQ46-SDS2. CBSQ88-SDS2, CBSQ86-SDS2, CBSQB&SDS2 8 CC, ECC, EOCU Series 9 COQ-SDS2.5, ECCQSDS2.5 Serbs 10 CPT44Z, CPTeez, OPT88Z 11 EPB44A, EPB44, EPB46, EPB6e 12 EPS4Z 13 LC844,LCBS6 14 t.PC4Z, LPC6Z 15 MPB44Z, MPB682, MPB88Z 16 PB44, PB44R, PB46, PBW, PBBeR 17 PBS44A, PBS40, PBS88 18 PBVe, PBV10 19 PC44-18: PC40.18, PC48-18; PC64-16, PC68.16, EPC44.18, EPC48-16, EPC48.10, EPC84.18, EPCeB-18 20 PC4Z, PC4R2 PCOZ, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPCeZ, EPCBRZ: EPC8Z, EPCBRZ 21 PPB444Z; PPB44.8Z 22 RPBZ FL#10866-RS hWJ Product Model. Number or Name 1 FJA. FSA 2 FRFP 3 GH486, GH46.8, GH486, GH486. GH4106. GH410.8, GHOO-6, GH8&8. GH686, GH68- 6, GH810.8, GH610.8 4 GLB5A, GLB5B, GLB5C, GLBSD, GL87A GL87B, GL87C, GLB713 5 GLBT512, GBLT012, GLBT516, GBLTOIS, GLBT520, GBLTS20 e HGLBA, HGLBB, HGLBC, HGLBD 7 HGT-2, HGT-3, HGT-4 8 UFP10-SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Be" Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Baked column caps with W1 ranging from 3-114" to 9-1/2" and W2 ranging from 3-5/8" to 7.1/2" Screwed column caps with W1 ranging from 3-1/4" to 9.1/7 and W2 ranging from 3.5/8" to 7.1/2" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Pat Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Baas Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulem Bearing Plate Glulam Bearing Plate Heavy Glulam Bearing Plate Heavy Girder Tiedown Universal Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 12r"W20 Far weer Inks to all SST approvals listed below, CLICK HERE For additional Information regarding Florida's Statewide Product Approval System and Mami-0ade County Notice of Acceptance (NOA), Ci rCt; ,y.FF FL#10446-R6 Product Modal. Num bar or Name Product Daar_ orlon 1 A21. A23, A33, A34, A36, A44 Angles 2 APA21, APA4, APAO, APVA21, APVA4, APVAB Outdoor Accents Angles 3 APB44, APB44R, APVB66, APB68R, APS88, APB88R, AP81010, APB101 OR, APVB44, Outdoor Accents Post Bases APVB44R,APVBW APVB66R,APVB88,APVB88R,APV81010,APV8101OR 4 APDJT2-4, APDJT2R-4, APDJT2-8, APDJr2R-6, APVDJT2A, APVDJT2R4, APVDJT26, Outdoor Accents Deck Joist Ties APVDMR-8 5 APHH46, APHH48R, APHH610, APHHe1OR Outdoor Accents Heavy Hanger 6 APL4, APLS, APT4, APT8, APVL4, APVL8, APVT4, APVT8 Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CST2Z, CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJTBZ Concealed Joist Tins 11 DJTI4 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4. FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1.GA2 Gusset Angles 16 H2A, H2.5T, He, H1OA-2, H1OS, H14, HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH6 Header Hangers 19 KBSIZ Knee -Brace Stabilizer 20 1_30, L50, L70, 1_90 Angles 21 LCE4 Post Cap 22 ILS30, LS50, LS70, LS90 Sknvable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ25LZ, LSSJ26RZ, LSSJ281.2, LSSJ28RZ, LSSJ21OLZ, LSW21 ORZ Field Adjustable Jack Hanger 25 LSSRi 81, LSSR2.1, LSSR2.37, LSSR2.58, LSSR210-2, LSSR410 Field Adjustable Stopeable/Skewable Hanger 26 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z, ML28Z, ML28Z. ML2107 Angles 28 MMH8 Roof Tie --Doom 29 MMHC Hinged Roof Connector 30 MMLU2e, MMLU262, MMLU28, MMLU28.2, MMLU210, MMLUI211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC. RBCP Roof Boundary pips 32 RST-3 RdpfTwDown 33 RTG22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC.. STCT, DTC. HTC4 TruesClips 35 TJC37, TJC57 Truss Jack Clips 36 22, Z4, Z44 Panel Stiffener Clips FL#10447-RS Sea # Product Model, Num bar or Name 1 AHEP 2 OSC2R-SDS3, DSC2LSOS3, DSC5R-SDS3, DSCSL-SDS3 3 GBC 4 HCPI.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1,61, HHRC44, HHRC5.2513.25. HHRC5.37/3.12, HHRC88 6 HRC1.81, HRC22 7 LRU26,LRU28,LRU210,LRU212 8 LSU28,LSSU28,LSSU210 9 TBIi TBE6 10 TC24, TC26, TC28 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, THAC422, THA426, THA422-2, THA428.2 12 THAI1,81n2, THAl2.06122, THAl2,1122, THA1222, THAI322, THAI3522, THA1422 13 THAL422,THAR422 14 THJA26, LTHJA20, LTHMA 15 THJM2-"DS3, THJM2-5SDS3, THJU28, THJU26-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 16 VTCR Simpson Strong -Tie 2020 FBC Approved Products Uparted 12r"2020 Far Arent Inks to sit 88T approvals Rated below, CC LICK HERE For additional Information regarding Florida's Statewide Product Approval System and Maml-Dade County Notice or Acceptance (NON, CL rCK HFRF FL#10456-R5 10a" Product Modal. Number or Name Product Description 1 BY, BTB, BTH Bnck Tic 2 CMST12, CMST14, CMSTCIO Coiled Straps 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 CompressionFrension Strop e DSP, SSP, TSP Stud to Plate be 7 H1, H10A, H2.5A, H8, He, H7Z, HIS. H18S, H16-2, H18-2S HurricansTiss 8 HGT-2, HGT3, HGT-4 Heavy GirderTiedown 9 H$24 HurrioaneTie 10 HSS2SDS1.5. HSS2.2-SDS3, HSS2.3.SDS3, HSS4-SDS3 Heavy Stud Shoe 11 HST27 HST3, HSTS, HSTO Straight Straps 12 HTS18, HT820, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTSQIBKTZ, HTS020KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12. LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps 16 LSTI49, LSTI73 S rsight Straps 17 LT820, LT840 Brdging 18 LTS12, LTS16, LTS18, LTS20 LightTwwtStrap 19 MGT Medium GirderTiodovm 20 MST27, MSr37, MST48, MST60, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, IA"STA30, MSTA36, MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC56, MSTC78 Straight Straps 23 MSTC4863, MSTCMF13 Pre -Bent Straps 24 MST12e, MSTI36, MSTI48, MSTI80, MSTI72 Straight Straps 25 MTS12, MTS10, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 28 NCA200-12, NCA202-12, NCA2x8.1e, NCA200-16, NCA2x12-16 Bridging 27 RCWB12, RCW814 Wall Bracing 26 RPS18, RP322, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SPA, SP6, SP8 Stud Plata Tie 31 SPH4, SPHB, SPHB Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, S84.5 Stud Shoe 33 Sr9, ST1.2, ST10: ST22, ST292, ST2122, ST2115, ST2215, ST8215, Sr8224, ST6236 Straight Straps 34 T020, TB27, TB30, TB36, TB42, T848. TB64, TB58. T880 Tension Bridging 35 TWB10, TW812 TWS14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 WB106, WB108C, WB126, WB120C, WB143C Wall Bracing EM SW Product Description 1 CBH2.37x5.5, CBH2.37x7 83, C13H2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DHCTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plats 3 HGU3.63SDS, HGU5.25-SDS, HGU5.50SDS, HGU5.62SDS, HGU7.00-SOS, HGU7.25- Heavy Hip to Ridge Connectors SDS. HGU9.00-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25SDS, HHGU5.50.SDS, HHGU5.62SDS. HHGU7.0049DS. HHGU725SDS, Light Slopeable/9kewable U Hanger HHGU9,OO-SDS Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210-2, HHUS48, HHUS48, HHUS410, HHUS5.50110, Truss Clip HHUS7.25fl O Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for Wants Skewed Truss Hanger Multiple Truss Hangers 8 HTU28, HTU28, HTU210, HTU26-2, HTU28-2, HTU210.2 Murdple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Varlable Pitch Connectors Valley Truss Clip 10 HUCQ1.81/9SOS. HUCQ1.81/11SDS, HUCQ210.2SOS, HUCO210-3-SDS; HUCQ310- SDS, HU00410-SDS, HUC0412SDS, HUCQ525/9-SDS, HUC05.25/11SDS, HUCQ810. SDS, HUCQel2-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3W2020 For direct Inks to all SST approvals listed below, CLICK HERE I For additional information regarding Florida's Statewide Product Approval System end Memi-0ads County Notice of Acceptance (NOA), f Il KNFRF FL#11468-R5 AMI Product Model. Number or Name Product D*aerfutlon 1 HHUS210-3, HHUS210.4 Joist Hanger 2 HRS6, HRSS, HRS12 Step Ties 3 HUCQ21O.2-SOS, HUCO210-3-SDS, H000310-SDS Joist Hanger A THGB2, THGB3, THGBH2, THGBH3, THGSH4 Joist Hanger 5 THG02SDS3, THGQ3-SDS4,5, THGQH2SDS3, THGQH3-SDS4.5, THGQH4-SDSG Joist Hanger 6 THGW3-3, THOW3-4, THGW4.3, THGW4-4 Joist Hanger FILM 14MRS Sea Al Product Model. Num bar or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H18, HISS, 1-118.2. HIO-23 Hurricane Tie 4 HETA12, HETA16. HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HIETAL1e, HETAL20 Embedded Truss Anchor 6 HGAMIO, HM9 Masonry retrofit connectors 7 HHETAIB, HHETA20. HHErA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2,5, LGT4SDS3 Girder Tedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAWO, MSTCM40, MSTCM80 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM16, HTSN120 Twist Strap for Masonry FL#11496-R8 & r Product Model- Number or Name Product Description 1 DTT1Z Dock Tonsion Tie 2 HD12, HDI9 Baked Holdowns 3 H03B, HD56, HD78, HDgB Bolted Holdowns 4 HTT4, HTTS, 1-1176-3/4 Tension Ties 5 LTT19, LTT208, LTT131 Light Tension Ties FLr13628-R5 Seo M Product Modal- Number or Name Product Description 1 SF&Sx24, SB7/Bx24, SB1x30 SS Anchor Bob 2 SSTB16, SSTB20, SSTB24, SSTB28, SSTB34, SSTB36, SSTBI SL, SST82OL, SSTB24L, SSTB Anchor Boles SSTS26L FILM 3872-R4 A2g_X Product Model. Number or Name 1 CMST12, CMST14, CMSTCI6. CS14, CS18, CS18, C520, CM 2 HRSB; HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24. FHA30, MST126, MSTGO, MSTI48, MSTI60, MSTI72, SIMST27, S/MST37, S/MST48 3 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C 4 LSTA30, LSTA38, LSTI49, LSTI73, MSTA9, MSTA12, MSTAI5, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTA12. LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122. ST2116, ST2215 6 LSUSH3.25, SUB143.25, MSUBH3.25 7 LTPS 8 LTS12, LTS16, LTS18, LTS-20 9 MSTA30, MSTA38, ST0215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTCee, MSTC78, STS236 11 MTS12, MTS10, MTS18; MTS20, MTS30, MTS24C, MTS30C 12 SW.56, S/81.81, SB2.06, S1132.37, "2,56, S1B2.88, S/B3.12, SI133.56, S/B3,62, SIB4.06, SB4,12, S1B4.28, S64.75, S/65.50 13 S18A2.12/8, S18A2.12/10, S/BA2.12/12, SeA2.12/14, SeA4.18/8, &BA4.18/10, WBA4.18112, SBA4,18M4 14 S1H1A 15 SIHD8S, SMOBB, S1HD10S, SMD10B, S(HDISS, S/HD158 18 S/HDU4, S1HDU8, S/HDU9, WHOU11 17 SrJCT, SfHJCT Product Dasdrlption Coiled Straps Straps 97 mil (12 ga) Heavy Twist Straps Straps 43 mil (18 go) Straps 33 mil (20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 go) Straps 08 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Description Concealed hangers Face -mount (DU, DHU) and top flange (DHCTF) hangers available in widths ranging from 1-9/1 W to 3-9116" and heights ranging from 9-1/8" to 23.15116". Face -mount hangers Face -mount hangers available In widths ranging from 1.518" to 7- 3/8" and heights ranging from 5-5116'to 12-718". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 1/8" to 6-1/8" and heights ranging from 4-3/4" to 15-3/4"- Concealed flange version (HSURC, HSULC) available for all double 2X and 4X models; only acute flange is concealed Face -mount hangers Face -mount hangers available in widths ranging from 1-9/16'to 7- 1/2" and heights ranging from 2.7/8" to 19.114". Concealed flange version (HUC) available for all models having width equal to or greater than 2-9/16". Face -mount hangers ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12rsono20 For direct Inks to all SST approvals Noted below, CLICK HERE For additional information regarding Flaidab Statewide Product Approval System end Main -Dade County Notice of Acceptance (NO& Cn rr-K =. 18 SAJBV1.56, S1LBV1.81, S/LBY2.06, S/LBV2.37, SILBV2.56, S1LBV2.88, S/LBV3.12, Top Flange Joist Hangers S/LBV3.56, S/LBV3.82, S/LBV406, S/LBV4.12, S1LBV4.28, SA-BV4.76, S/LBV5,60 19 SLTT20, StOTT2Z, S/HTT14, HTT4, HTTS Holdowns 20 S/MSTOO, SIMST72 Straps 118 mil (10 ga) 21 SP4, SPB Staid Plate Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STC,DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector 1`11-213904-R5 soar ProduetModei.NumberorName 1 CCQM3.02-SDSHDG, CCQM4.02-SDSHDG, CCQM5.50-SOSHDG, CCTQM3.82-SDSG, CCTQM4.82SDSG, CCTQM5.50-SDSG, CCCQM3,82SOM CCCQM4,82-SDSG, CCCQM5.50-SDSG 2 ECCLOM3.62G4KT, ECCLOM4.02G-KT, ECCLOM5.50G-KT, ECCLLOMD3.62G-KT, ECCLLQMD4.S2G-KT, ECCLLOM08.5DG-14T, ECCLRQMD3.e2G-KT, ECCLROMD4.e2G- KT, ECCLRQMD5.50G-KT 3 HGUM5.25: HGUM5.50, HGUM7.OQ HGUM7,25, HGUM9.00 4 LGUM26.2, LGUM26.3. LGUM264, LGUM28.2, LGUM28.3, LGUM28.4, LGUM210.2, LGUM210-3, LGUM210-4, LGUM48, LGUM48, LGUM410 5 MBHA3.12/9.25, MSHA3,12111.25, MBHA3.509.25, MBHA3.56/9.25, MBHA3.56/11.25, MBHA3.68/11.88, MSHA3,66114, MSHA3.58/16, MBHA3.56/18. MSHA5.6W,25, MSHA5.50/9.25, MBHA5.5OJI125, MBHAS.50/11.88, MBHA5.50114, MBHA5.5O/10, MBHA5.50/18 8 MBHU3.56/9.25, MSHU3.56/11.25, MSHU3.5e/11.88, MBHU3.58/14, MBHU3.56/16, MBHU3.56/18, MBHU5.5019.25, MBHU550111 25, MBHU5.50111.88, MBHUS.50/14, MBHU5,50/16, MSHU5.50118 FLNJ3975-R8 Sea # Product Model. Num bar or Name I SDVM300, SDW22338, SDW22436, SOW22458, SDW22500, SDW22600, SDW22638, SOW22834 2 SDV1/CIUW SDWC15000 3 SDWH19300DR SDWH19400DB, SDWH19800D8, SDWH19800DB, SDWH191000DB 4 SDWH274000, SOWH278DOG, SOWH27800G, SDVvH271000G, SDWH2712DOG 5 SOWS16212, SOWS16300, SDWS18312, SDWS18400 8 SDWS19800, SOWS19712, SOWS224OD,SDWS22500,SDWS22512, SDWS22WO: SOWS22800, SDW322900, SDW8221D00, SOWS221100, SDWS221200, SDWS221500 7 SDVVS2230ODB. SOWS22400D8. SOWS225000B: SOWS22WOUB, SDWS22800DS, SDWS2210000B 8 SDWS22312DBB, SOWS22512OBS 9 SDWS2730OSS, SDWS27400SS, SOWS2750OSS, SDWS276ODSS, SDWS27800SS, SDWS27100DSS, SOWS27120OSS 10 SDWV13400 11 STN22 FII'15363-R3 It" Product Model- Number or Name 1 AS 16, AS 1885, AS 1885 2 AS 20H5 3 AS-20 4 ASHP Product Description Masonry Pifer Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers MasonryTop Flange Beam Hangers Masonry Beam Hangers Product Doacriptlan Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER-H EX Screw Strong -Drive SDWH TIMBER-H EX H OG Screw Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (into Hot Grade) Strong -Drive SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer Product Description I8 ga. Truss Plates 20 go. High Strength Truss Plate 20 go. Truss Plate Hinge Plate Connector FLIM5730-R4 Aga Product Model- Numberor Name Product Description 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners end assemblies 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWR PINWP-W, PDPAWL, Powder -actuated fasteners., threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBCUpdated 12r302020 Approved Products p For direct Inks to all 68T approvals Rated below, CLICK HERE For additional Information regarding Florida's Statewide Product Approval System end Mani -Dade County Notice at Acceptance (NOA). CL rCK HwRr, 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.5/8" to 3. 9116" and heights ranging from 4-5/1&'to 11". Concealed Mange version (H USC) available for models having width equal to or greater than 3-9/16" 12 IUS series hangers Face -mount hangers available in widths ranging from 1-7/8" to 3- 5/8" and heights ranging from 9.1 /4" to 16'. 13 LGU3.25-SOS, 1-01.13.63-SOS, LGU5.25-SDS Face -mount hangers 14 LU24, LU26, LU28, LU210 Fece-mount hangers 15 LUC26Z, LUC21 OZ Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths ranging from 1.9/16" to 4- 5/8" and heights ranging from 3" bo 10.15116'. 17 MGU3,63-SDS, MGU5.25-SDS, MOU5.60-SDS, MGU5.82-SOS, MGU7.00-SDS Face -mount hangers 18 MIU series hangers Fsoe-mount hangers available in widths ranging from 1.9116" to 5- 1/6" and heights ranging from 6.15116'to 19-IrZ'. 19 MUS28, MUS28 Face -mount hangers 20 SUR, SUL; SURC, SULC series hangers Skewed face -mount hangers available In widths ranging from I- 9/10" to 3.9/16' and heights ranging from 3-1l16'to 13-3/41. Concealed flange version (SURC, SULC) available for all double 2X and 4X models; on y acute flange is concealed, 21 U series hangers Fooe-mount hangers available In widths ranging from 1.911e" to 6' and heights ranging from 2-5/8" to 11.1W" FL#10867-RS JugProduct Model. Number or Norma Product Description 1 BA series hangers Top flange hangers available in widths ranging from 1.9116" to 7- 1/8" and heights ranging from 7-1/8" to W'. 2 DGBF series hangers Top flange hangers available In widthe ranging from 3-5i`W to 7- 1/8" and heights ranging from 9-1/4" to 24". 3 DGF series hangers Top flange hangers available in widths ranging from 1.1 r7'to 3- 5W and heights ranging from 7-1/4" to 24". 4 DGHF senor hangers Top flange hangers available in widths ranging from 1.3/4" to 3- 5/6" and heights ranging from 9-1/4" to 24". 5 E35, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-114" to 8- 7/8" and heights ranging from 11"to 32.1/Z'. 6 EGQ serge hangers Top flange hangers available in widths ranging from 3-6/8" to 7- 1/4" and heights ranging from 11-11rill" to 37'. 7 GLS series hangers Saddle, hangers available in widths ranging from 3-1/4" to 8-718" and heights ranging from 8-1/2" to 28". 8 GLTV series hangers Top flange hangers available in widths ranging from 3.1 /4" to 7- 1/8" and heights ranging from 11"to 37. 9 HB series hangers Top flange hangers available in widths ranging from 1-9/18" to 7- 1/2" and heights ranging from 8" l0 3W. 10 HGLS sores hangers Saddle hangers available in widths ranging from 5-114" to 8-718" and heights ranging from 10.1/2'to 28". 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 7/8" and heights ranging from 7-1/7' to 37'. 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8" and heights ranging from 14" to 33' 13 HIT series hangers Top flange hangers available in vAdtha ranging from 2-5118" to 3- 9/18" and heights ranging from 18"to 26'. 14 HUCTF series hangers Top flange joist hangers available in widths ranging from 3-1/8-to 3-9116' and heights ranging from 5.318" to 13-11W. 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1.9(1W to 5- 1/2" and heights ranging from 3-7118" to 15". Concealed flange version (H UCTF) available for all models having width equal to or greater than 2-0/16". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/1e" to 7- 1/8" and heights ranging from 5,VIT'tc 2W. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116' to 7- 1/2" and heights ranging from 5-318" to 37' 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16' to 3- 5/8" and heights ranging from 9-1/8" to 16' 19 JS series hangers Top flange hangers available in width of 1-9M6' and heights ranging from 5.3/8" to 7.1/4" 20 JSA series hangers Top flange hangers available In vAdth of 1.9/16' and heights ranging from 9-3/16' b 13.118". lkilell• Simpson Strong -Tie 2020 FBC Approved Products Updated 12I30F2020 For direct Inks to all SST approvals listed below, CLICK HERE Far additional information regarding Flor(Ws Statewide Product Approval System end MamlDade County Notice ofAcceptance (NOA), ct rCK uaaF 5 SET-XP Adhesive Anchor for concrete 0 Strong -Bolt 2 (STB2, STB24SS, STB2.68S) Strong -Bak 2 Wedge Anchor for concrete available in carbon steal and Types 304 and 310 stainless steel 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-HOSS, THD-CS, THD-CS8SS) Titan HO Heavy Duty Screw Anchor for concrete and masonry available with hex head In carbon steel and Types 3D4 and 316 stainless steel, or with countersunk head In carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (THO37634RC, THD50934RC) Tien HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THDB25168RH, THDB37158RH, TH037212RH, Titan HO Threaded Rod Hanger for concrete THD50234RH, THD10212RH) 10 Wedge -AIR (WA) Wedge -AIR Anchor for masonry FL1111,16230-RB kill j Product Modal. Num bar or Name 1 AT-XP 2 Er -HP 3 SET-XP 4 Strong -Bolt 2 (STB2) 5 Then 2 (TTN2) 6 Titan HO (THO-H4SS, THD-HBSS, THD-CSOS5) 7 Titan Turbo (TNT) FLX1 M7-R3 MU Product Modal. Number or Nam* 1 X34B1018-SK,X1S1016,X1BI016.4K,XQ1S1018,XQ161018.4K 2 XL0114T1224.XLQI1481224.2K 3 XM011481224, XMQ11481224-2K 4 X0114S1224 X011461224-2.5K XI14S1224,XQ1I2S1224.XQ112B1224-2K 5 XU34S1010. XU34B1016-5K FL#35320-RO §W Product Modal. Number or Nano 1 DSSCB43.5, OSSCB46, OSSC646, DSHS 2 FC843.5, FC845.5. FCB47.5, FCB49.5. FCB411.5 3 FPHS034S1018,FPHSD34B1010,FPHS034B1015-5K,FPHSD34S1214, FPHSD34B1214, FPH8D34B1214.5K 4 LSFC2.25, LSFC4.25. LSFC8.25, SFC2.25, SFC4.25, SFC8,25 5 LSSC4.25, LSSCS.25, SSC2,25. SSC4.25 SSC6 25, MSSC2.25, MSSC4.25, MSSC8.25, MSSC4.25KW, MSSC6.25KW 6 RCKW3,RCKW5.5,RCKW7.5,RCKW3S,RCKW5.5S 7 SCB43.5, SCS45.5, $0847.5, SCB49.5, SCS411.5, MSCS45.5, MSOB47 5 8 SCS32-"7, SCSe2.5/97, SCS82-51118, SCS82.5/1la 9 SCW3.25, SCW5.5 1D SJC825, SJC10.25, MSJC8,25, MSJCIO.25 11 SSB3.518 12 XLSH34B1414,XLSH7881414 13 XQ1SIO18, X0181016-41K, X0181214, XQ1B12143.SK, X078SI224, X078B1224-3K, X0114S1224, XQ11481224-2.SK, XQ112S1224,XQ112B1224.2K, X'3461018.5K, Xi S1 D18. X1 BI OI e-4K, Xi S1214. X1 S1214.3.5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Titan HO Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head. Then Turbo Screw Anchor for concrete or masonry Product Description #10-10 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 Drill Point #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws with #6 Drill Point and Large Diameter Hex Washer Hoed 912-24 Strong -Drive XM Madiurn-Head Metal Self -Drilling, Topping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Self -Drilling, Topping Screws with #5 Drill Point #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector #10-18 and #12.14 Strong -Drive FPHSD Framing-to-CFS Sell - Drilling, Tapping Screws Steel Framing Connector Steal Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Sfide-Clip Connector Stool Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Seff-Drilling, Tapping Stews 410-1 S. 912-14, and #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws +-a Q CU CO -Cu Q� 2 Q Q C Ca O O c O a- p O (v 3 CCU Q .0 G O C� Q L Q 42 co N C+I: 0 f7 ,)) U01 _ (. a a X Mc- Q. -0 CD .. � r-+ r N u) J /r� </n ;o, c c J G U a j 0 W w- mn Z SHEET NO. PA 1.2, N U MIAMID CTCOMYOTSECTrN PGT lndmts3eay Inc.Iar. �1 PGT' Iudnssz ies. Inc. O Q, O L 11805 sw26 SewK Room 20E NOTICE OF ACCEPTANCE: MIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUMMED ca a- DEIAZtTIRtt M REGULATORY A" Cfl)r ltO�tiC RE9oQHCE5 QtERj �a�, � � In-2599 BOu►nDAEDtD GYXDE ADI�@irSrBATiOt�iD1VLs�lt T (�86) 3fi5 2 i (7�dj 313-2i49 NOTICE OF ACCEPTANCE • EV DENCE SUB1917 ED D. QL�ALiI� ASSURANCE . _ NOTICE 4F ACCEPTANCE t;N4A} * adesevaec2man 1. Evidence SqbIDlttPli Hlidl+t �1Te170AS NOA A. DRAWINGS B. TESTS (continued) L Miami DadeDepm anew ofRegulatoty and Economic Rewurces (RER)_ � � (� (n N U �O O O PGTIadntries, iu. 1070 Techn Drive, I- Mamifactmer s die drawings and sections. 5- Test report art 1) Air Infiltration. Test, per FBC, TAS 202-94 O Q C O 'S North Venice, FL 34275 (Subm�iltted Nader NE A?Vats. 11-6167, 04) 2) Unifom, Static Air Praessw a Test, per FBC, TAS.202-94 E. MATERI.riL CERTIFICATIONS C � O LL Scarps: 2_ Drawing No. �-5570.0, titled -`Vinyl Sliding Glass Door NOA (L1�Ij", sheets 1 3) Water Resistance Test, per FBC, TAS 2D2-94. 1. Notice ofAcc+rptattce Igo_ IS-0528.14 issued to Visiaa E trrssiosl Limited far iheu " CU O : - CU ca This NOA is bear, issnedutsder the able soles and we the use of constructionmaterials. Mie throat 21 of 21. manufactuter, dated 10A05115, with revision A dated prepared by 4) Large Missile Impact Test FBC, TAS 201-94 L3 bke Rigid PVC Exterior Esornsions for Windows and Doors", dated 08/13/15, rn O > . — -0 O � documentationsubindWd has been wed and accepted �i-De RER -Product Control Section to 04105/17, signed and sealed by A. Lynn Miller, P_E_ 5) Cyclic Wind P' re I.oadittggtr FBC, TAS 203-94 expitimg on 09I30119. 2. Notice Acceptance No.164920.03 issued to Vision Extrusion Limited fortheir "VE (n ay }? Q O be used in MaamiDade Couaaty and otherareas where allowed by the Authority -Having JuaisdUctiou (ART) 6) FO1Ced Eptty%st, per FBC. TAS 242-94 of s � tZ This NOA shallnotbe valid aft rtheexpiationdatestatedbelow-TheMa�i-DrdeCountyProduct.Car W Secaan B. TESTS along with uked-up dtawmp and installation dtagrm of vinyl duhng glass door,pmpued 1000� Tan 202 and lighter Shades (No:t+�'hitjej R�[I PVC Exterior Eztrussons far I— .sue .� U) Q (In Amami Dade Coady) andlarthe AI17 (ia areas online thsatMiami Dade Goruoey)reserve the right to have this 1_ Test report on 1} IItdfomt Static Air Pie Test, per FBC, TAS 202-94 by Fe atio n Testing Lab, Ines, Test Report No. FTL & 9, dated 111M 5, signed and Windows and Doors"; dated 12r'08t16, expiring on 12129122_ product ormaim al Woad for gatsliiy ass=ancep mp?oscs- Utz product or nuterialfah to perf'csnnin the a ccepted 2) Lame Kwile Impact Test per FBC, TAS 201-94 sealed by Idaitms Ortega, P. E, (Test report revised on 12/04115 and 0211 IfI6)ance P t�ion Limited 3_ -Brown L marmor, thenum tedrwerv�liraLwtheespaw of suehteslgandtheAlUawy=nuediawlyrevoie, modify, or 3 C W� p LoWi FBC, TAS 203-94 ) 6. Test vac 1) Air In�ation Test, per FBC, TAS 202-94 White Exterior Ezhvsions inn• Con (Painted or Laminated) �� Rigid Extrusions suspend the. use of such product or material within 0,eir jcat'isdirtian. RER reserves the rightto revoke this producto maten j risd . f such pr R r �g wdh> mdwd-W � � i� diagram. ofvinyl sliding glass door; prepared 2) Unifamn Static Air Pressure Tk st, per FBC, TAS 202A4 '+�dalWs and Dtro�" dated 081a 1�3/IS�, � expiring 0/19. acceptance, it is b C Product vl Section this air material fails to y Pit by Fenestration Testing Lab, Inc:, Test Rr ioRt No. FTL 8717, dated 12107/15, signed and 3) Water Rt'sista cre Test, per FBC, TAS 202-94. 4. Notice ofAcceptance No-16-0712.02 issued to ENERGI Fenestration Solutions USA., meet the requirements of the applicable budding code This product is approved as deaaiiltcd hen aaudhas been designed to comply wi8i Ike Florida Building Code, sealed by Idalmis Ortega,. P_ E_ (lest report ruyvised oat. 02/15116 and 02r24r16) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "TAN 3040 and Lighter Shades (Non-R'hire) Rigid PVC EzsPtlor iaciudiag the High Vekacity Huuirane 2;oae Z. Test girt on i) Air Infiltration Test,. per FBC, TAS 202-94 5) Gym Wind Ftessttt+r Loadingper FBC, TAS 243-94 Th Exa sions forWindows and Doors" dated 09115116 on02Af1W1. DUSCRIPTION: Series "�7M 770"Vinyl Sliding Glass Doan (Rciufat ced) wt o 909 & 13.Se earners-L.M.I. Z) Unifad4 . Static Air Pressure Test_ per FBC, TAS 202-94 along with marked and installation d of 1 door, 5. Notice ofAcceptance No-16.47I2,04 issued to ENERGI Fenestration Solutions USA, "Bronze r o. Re APPROj .4L DOCUMENT- Drawing No. D►iD►-5570.0 Rea B, titled "vn�yt Sliding Glass i�oorNOA (LM)", 3) Water Rye Test, per FBC, TAS 202 9�4_ 4) Large Missile I�tK Test per FBC, TAS 201-94 try F Testing Lab. Inc., Test Report No. FTL 8551, acted 12+tif4/15, signed and sealed by Idalmis Ortega, P.E. (Best repeat revised on 02/1512016) Inc. for their and ter Shades o€ Ca Coated PVC Exterior P Extrusions for Windows and Doors" dated 09/15116: expiring on 04116120. i 21 of 21 aced awectt dated 109 5 and fast revised on O'f.Gin 1, and sealed p sighed 5) Cyclic Wind Pie Loading per FBC, TAS 203-94 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 f. Notice ofAcceptance No_ 115-0712.03 issued to ENERGI Fenestration Solutiarnn USA, A. Lynn Miller, P.E., bearing the Mijuni-Dade County Control RevisionshuM with the Notice of 6) Forced Entry Test; per FBI, TAS 202-94 2) Large Missile Impact Test per FBC. TAS 201-94 Inc. for their "White Rigid PVC Exterior Extrusions for A indoors and Doors" dated Acceptance number and expiration date by the Nfiami Dade Cvumy Product Control Section along With marked -up drawings and installation diagram of vinyl shdimig glass door, prepared 3) Cyclic Wind Presswe Loading per FBC, TAS 203-94 0&10/17, wing on 02128118. MISSILE IMPACT RATING-. Large nd Small3 site 1upet R dit at by Fenestration Testing Lab, Ine- Test Rqx tt No- FTL &W- dated I I/MI5, *xd and along with mat#ced-up drawing and installation diagram of vinyl sliding glass door, pt tpated 7. Test reports No(s).1 0-002=792(A), 10-06-M0527, 535753-09. per ASTMS-84. Limitations: seabed by Idalmis Ortega, P_ E. (Test report rMsed on 01 /04116and 02111f2016) by Fenestration. Testing Lab Inc., Test Report No. FTL 6b38 (samples A-1 thru A-22), dated AS-MM 1929 and ASTUD-635, issued by EXOVA to Vision Extrusion for cellulosic 1. See table 1 (sheetD and table 2 (sheet;) fioratppiicable SGD unit sizes, design pmsrm, w jalbrcements t)jxs� glass types, sill risen (see tables B-1 & B-2,sheds 7-8) and-anchorlayout sheets mq+rinmaents in 1 i thru 16- 3, Test r Vert as 1) Air I�1,ttation Test, per FBC, TAS 202-94 11119110, sired and sealed by Jorge A_ Canso, P. E_ (Subm&rd antler NO.411ra 11- composite atatetial. 2. Rigid White PVC„ Tan (Non -white) Rigid PVC utd Branco coaled (Paiwed.oar lama Med)white Rigid PVC to be 2) Uniform Static Air Pure Ted, per FBC, TAS 202-94 3) Water Resistance: Test, per FBC, TAS 202-94 010Z 04) 8 Test report on 1) Air Infil return Test, per FBC, TAS 202-94 (SabmhYrd mender 1V4.4 ?%ro 11-01 AT. 04) 8. Notice of Acceptance No.14-0916.11 issued to Kuraray America., Inc_ for their labeled per ref raedNOA's regvientents. 3. Egress operable doom mostccnoywith min clear width orhe*tper FBC reqatrement as applicable. 4) Large Missile IztapactTea per FBC. TAS 201-94 2) Uniform Static AirPmssurre Test, per FBC, TAS 202-94 "Seatn-Glast, (Clear and White) Int+eriarer'", expiring on 07104/18. 4. Pocketwalls under separate Approval, to be revie wedbyBuitding official 5) Cyclic Rrmd Presstme Loading per FBC_ TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94- 9. Notice ofAcceptance No-16-1117.01 issued to Kuraray America, Iw- for their L ABU,FgG: Eachunit shall bear a pennaw t label with thenaaua>f chwer`snanne or lgpk city, state and series and 6) Forced Entry Test, per FBC, TAS 20244 4) Large Missile InVact Test perFBC, TAS 201-94 `Trosdotg, Ultraclear, Clear and Color P'4B Intel layers", expiring on 07/08/19. following statement: "Miami Dade Canty Product Control AppmvWj noted taenin. 'ate with marked-W drawings and moallahoo. diagram of vinyl sliding glass door: prepared 5) Cyclic Wind Frame Loadingper FBC, TAS 203-94 RF_%7Ew AL of thisNOA shall be considered afters renewed aaMlicativn has been filed and twee has beenno by Fenestration Testing Lab, Inc., Test Report No- FTL W47, dated 12A WI5, signed and 6) Forced Entry Test, per FBC, TAS 202-94 F. STATEMENTS change in the aapplieable code txve af£eac - the a ofthis bw�g ly p p�,� sealed Idalmis Orte P. E. (Test revised on 02115/1 � � (T �t � along with drawings and installatran diagram of vinyl sliding glass door, prepared 1. Statement fetter of confounance with FBGSd, Edition 2014 and FBC46 Edition � ( ) TERML'gATI0�1 of thus NOAwtli occur after the rxpiratioa date or if t has been a a+evisiao or change in the 4, Test report on 1) AirInfiltration, Test, per FBC, TAS 202 Sl4 by Fenestration Testing Lab, Inc., Test Report No- FM 6337 (samples A-1 thru A-5), dated (2011% issued by matwfwtt�, dated 08114/17, signed & sealed by Lynn Miller: P.E_ materials, use, anftr ma�rctaue ofthe product or process. Mianse ofthis NOA as an endoummeat of any product, 2) Uniform Static Air Pressure Test, per FBC, TAS 202 94 12106/10, and sealed A_ Caxaso, P. E_ 3"ubmfaed aadr*r e1�'4.4 �Vit.11- by 2. Statement letter ofno financial i,tetiest, dated tf4/18/17, issued by manufacturer, signed for sales, advertising or. any o* rpusposes shall a uk meticallytezmicate this NOA. Failwe to con*iy with any 3) Water Resistance Test, per FBC, TAS 202-44 0107. fig) & sealed by Lynn Millet~ P-E.. . section ofthisNOA shAlbecause for termindion:andremoval ofNOA- 4) Urp MMIC JqW Tted1ff FBC, TAS 201-94 3. Letter of lab compliance, part of the above test reports. ADi*ILRTISEME'1T: TheNOA nunimpreceded by the words I Dade County, Florida; and folknn d by the 5) Cyclic Wind Pressatte Loadingper FBC, TAS 203-94 C. CAI.CLri.ATIONS 4. RER. Test Proposal No_ 17-0387, dated 05A05117, signed by Ishaq Clurida. P.E_ expiration dace maybe displayed in advertising literature.. If anyportionoftheNOAis displayed, then it shall be 6) Forced Enhy Test, per FBC, TAGS 202-94 1 _ Anchor verification calculations and structural analysis, complying with FBC-2014, done in its einirety- along with marked-M drawings and installation, diagram of vm34 sliding glass door, Pupated -_ --- * teed by PGT, dated 12AU9rT Sai1d last revised on 021i 5/16, sig<ied and sealed try G. OTHER INSPEC1 ON : A co of1his entise NOA shall beprovided to The nsw b n ctnam er or its distributors and copy pr y by Fenestration Testing Lab_ Inc., Test Report No. FTL WU_ dated 1 �/15, signed and r AndwayL. Miller, P.E. (Sahaw&ed under.A 0A Xa 15-1218. d1 j. 1. Notice of Acceptancce No. I5-1210.01, issued to PGT Industtie% for their Series shall be available €or i upecti x at die job site at the refit of theBuddiog Official. try Idalrins Ortega, P. E. ('I`tat reenact revised on 01A(#116 and 02111/l f5), 2. Gfazmg complies with ASTME-1300-09. `�5570)2770" Vinyl Sliding Glace Door (Reinforced) - L i i.", expiring on 04114121 _ This NOA m-ises & re sev s 'TN"O A #20-b429.05 and cansisbs of "page 1 and eyydeace pages E-1, E-2, E-3, E4, & doconvo � a) > _C: 0p mentioned abnlaaci. E-5 E-6 as well as approval Isla:q I. C7taseiaa, P.E. I:>,aq L Ciaawt., P.E. lst'aq Z Ctbada, PE. p r— The submitted documeth= was reviewed by Ishaq I; Cltaaads, PE, Product Control Lai# Supervisor Product Coatre1 Usk Supervisor Product Coairot L'ait Supervisor R � M NOA No. 214206A3 NOA;to. 214205.03 NOA I`o.11-0205.03 NOA No. 214209.03 CL 10 e E:piratia►aDater Apri114,.0.6 E=pirodoa IDaw Apa l.4, 2426 Expiration Daut Apri114, 2026 Expiration Date. April14, 2026 N Ll- 0. (• +`' j? p.�. Approval Daft:Mardi 25,10.11 Approval Dniv. Marci 25, 2021 Approval Date: Marcia 16, 2021 Approval Dase: 1-hrib 25, 2021 -D Lo c o %_ ,-Nj .r. Page 1. E -1 £ -2 E N N Q L N aD PGT Industrer% Iirc. CGI Windows aad Doors, Inc PGT Industries, Luc. ,, 0 0 NOTICE OF ACCEPTANCE: E`'IDFINCESUBb TTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: E"V MENCE SUBMITTEA � W �o 2. Evidence Submitted under precious sabm ittal E. MATERIAL CERTIFICATIONS (continue) 3. New Evidence Submitted 5. Quamm Part Surer Saa+cer Standard complying with ASTM C519 Thermal Conductivity A. DRAWINGS 0-991 BTU -in/ hs its "F•, ASTM F 1249 WV'IR Pass, ASTM D3985'Oi[ygm4?ws, ASTM E A. DRAWINGS 1. Drawing No. ND-5570.0 Rev B, titled "Vinyl Sliding Glass Door NOA W—, sheets 2190 I.G _ Durability -No Fog -Pass, (Submitted under pra*rfoas V0.4 No. 1 S-0409.05) I. Drawing No. DID-5570.0 Rev B, titled "Vinyl Sliding Glass DoorNOA (I.W, sheets 1 1 flnqgh. 21 of 21, prepared by maanuubdurer, dated 1 OV511 5 and Last revised on of prepared by carter, dated 10A05115 and last revised on 02101r21_ 0402 20, signed and seabed by A- Lynn Miller, P E. 6, Qua nex Part Dar areal complying with ASTM C519 Themtal Conductivirt�y 2-22 BTU-W signedthrough d lee filler, h sealed Lynn Miller, P.E_ L br. fF-OF ASTM F 1249 'RaVTR Pass ASTM D 1434 Argon Penn Pass, ASTM E �E is e Notes This revision caaasists replacement of same existing installation screw with flat lured_ B. TESTS 2189 I,G. Durability -No Fog, ASTM 546 Dew Paint Devek jxnerd 207 in 48 his. 1. Test reports am 1) Air Infiltration. Test, per FBC, TAS 202-94 (Subwined ander NO-4 No. 15-0d()9.05). B. TESTS 2) Unifomr Static Air Pressure Test, Loadingper FBC, TAS 202-94 7- Vim Extrusions, Ltd. Parts complying with PVC-AAMA 303-13, Votary Sin I. None- 3) Water Resistance Test, per FBC, TAS 202-94 for Rigid Polyvinyl Cbinide (PVC) Extensor Pmf ks for Vision Fx1•rLns, Ltd_ VEX 1 by 4) Luge Mis We Impact Test per FBC, TAS 201-94 AAMA Fenestration Exterior Profile Cation Program (Sabinhkd under NOA No. IS C. CALCULATIONS E 5) Cyclic Wind Pieme Loadingper FBC, TAS 203-94 040 .05) I_ Nome along with marked -up drawings and nine, diagram, of all PGT Industries, Inc_ 8_ Vision Extrusim, Ltd. Parts comply* with PVC-AAMA 303-13. representative units listed below and tested to qualify Dowd 791 and Dewsi1993 silicones, (Submitted archer NOA No. 13-04 09.05) D. QUAIMY ASSURANCE prepared by Fertestratian Testing Laboratory, Inc., Test Reports No.: 9_ PVC-AAMA 303-13, Voltmary Specification four Rigid Polyvinyl Chloride (PVC) Exterior Pmfiles for Vision Extrusims, Ltd_-VEX-1 by AAMA Fenestration Exterior Profile 1. Miami -Dade Depmtment of Regulatory and Economic Resources MM). � FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 a per), dated 09/03114 � F?L-20-2107.1, PGT SGD780 Ahm�tn Sliding Glass Door (unit 7 in proposal) FTL-20- C c 2107.2, PGT.CA740 Alam Outswin,g Casement Window (unit 8 in proposal) FTIL-20- 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for E. MATERML CERTIFICATIONS. CU 2107.3, PGT PW7620A Aluminum Fined Window (unit 9 in proposal) and FTL-20-2107.4, their 'Tan 3040 & light shade (aon-wW) %Thite Rigid PVC Exterior Extrusions for 1- Notice ofAcceptance No.194305.02 issued toKeraray America, Inc. fortheir "Trosifoi8', PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed Windows and Doors'°, expitring on 02/0121. Ultraclear, Clear, and Color P%'B Glass InterlayeW, exp ing on Q7108i24- o and sealed by Idalmis Ortega, P.E. 11_ Notice of Acceptance No. 18-0122.02 issued to Era p Fmcstratian Soh tyon, USA, Inc, for 2. Notice ofAcceptance No.17-0808.02 issued toKuraray America, Inc. for their� �- their series -Witt a Rigid PVC Exterior Exhvsions for Windows and Doors", expiring on "SentryGlalrt st (Clear and alaile) Glass Interlaym , expiring on 07104123_ C. CALCULATIONS 02f2 /23. 3- Notice ofAcceptance No.19-1106.10 issued to Vision, Extrusim Limited for their =Brown O Q 1. Anchor "!rirk2tion calculations and structural analysis, complying with FBC 76 12. Notice of Acceptance No_ 20-0203.03 issued to Energi Fenestration Solution, USA, Inc. for Coated (Painted or Laminated) White Rigid PVC E tetlor Extrudons for Windows Edition (2024 dated 04/22/20, prepared by mamifacturer signed. and sealed by their `Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for and Doors", expiring an 09130/24. U AnthonyLyma Miler, P.E. Windows and Doors", expiring on 04/1625. 4_ Notice. ofAcceptance No.19-1106.11 issued to Vision Extrusions Limited for their smies 2. Glazing complies with ASTM E1300-44, -W, -12-and -lb. -VE ION Tan 202 and lighter shades (Non Wb*) Rigid Cellular PVC Exterior D. QUALM ASSURANCE F. STATEMENTS Extrusions for W adews and Doors", expiring an 12729/21. O Miauooi-Dade Department of Rregulato�ry and Economic Rresotttces (RER). 1. Statement letter of conformance to FBC 7*Ediat6n (2020), dated 04122/M issued by L 0- manufacturer, signed and sealed by Anthony Lynn Miller, P.E. F. STATEMENTS � E. MATERLtiL CERTIFICATIONS 2. Statement better of no fku cial intemst and -of independent, issued bymanufactufa. dated L Statement letter of cam to FBC 76 Edition (2020), dated 0210L121r issued by � 1. Notice of Acceptance No.1"305.02 issued to Kinnear America, Inc. fortheir 04/100. signed and staled by AnthotW Lynn Miller, PE_ ruu:nnnf dtcteirer, signed and sealed by Anthony Lynn Miller P.E_ C/) "Trosifolt Ultraclear, Clear, and Color P%7B Glass IntaertayeiV. expumg on 3. Private Labeling Agreement docu meat between PGT_ dated 03130I15 and signed by all 2- . Private Labeling Agreement dated 03AW I between PGT Industries, Inc. and CGI '�J Ca 07/08r24- involved patties. Windows and Doors Inc., signed by Dealt M. Ruade, P.E., V.P. E �e� on behalf of U m 2. Notice of Acceptance No.17-0903.02 issued toKuraray America, Inc. fortheir both companies- Q "SentryGbtsg (Clear and Mite) Glass Itaterbtyer9", tag on 07/04/23. G. OTHERS 3- Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their 1_ This NOA revises NOS# 17-e420.06(PV'Tw/CGI) and ugdaies toFBC2020 (76Ediden), G. OTHERS ~_ `Brown Coated (Painted or Laminated) 'G6')tite Rigid PVC Exterior Extrusions expiring OV21f21 _ 1_ This NOA revises dr renews NOA# 20-0429,05 (PLA w/CGik expiring 04114r26, for Windows and Doors", on 09/3024. 2. RER Test pWposals #L9-115155 dated 01t104220 approved by IshagI_ Chanda, P.E, expiring 2. '3be cm=t associated PL.A CGI Me #21-4205,01, expiring 04114126. O � A. Notice of Acceptance No.19-1106.11 issued to Vision Extrusions Limited for their "VE 0412421 _ �� w seeps 1000 Tan 202 and lighter shades (Hoar-33'hiate) Rigid Cellular PVC� c t� � � • � �i �..1� � S t • � �i -�- M � Exterior Extrusions for Windows and Doors", utpiring on 12)2912 L ! � L ?h ishaq 1. Chaaada, P.E. ^' W Z i lsbsaq 2, Cia>ula, PF. J Ishaq I. C%aaats, P.E. Product Cautral Unt supervisor Product CounQ fait Supervisor M Product Control Fait Supervisor NOA No. 21-0285.03 NOA Ne. 21-020SA3 Q NOA No. 214205.03 Expiration Date: April 14,2026 Expirottoa Dante: Aprill.4,2025 J Expiration Date; April 14, 2026 Approval Dater Marcia .9, 2021 Approval Dante: March 2k 2021 a Approval Dow. limb 25, 2021 E -S E �. E4 SHEET N0. PA 1.3 1 C L EO PRODUCT Etr 2 PRODUCTkY LVAT'ION REPOEVI' _PWL 20.rnLO1 3 INc. fllllT TESTING a EMINEERING COMPANY 2.2.TEST REPORTS: S. MATERIAL CH RACTERIS'STIC-S.AN-0 SPECIFICATIONS: WATTRR A. TTLLIT, IR., P.B. tiltecOrpjllol.com Large missile Impact and fatigue load tests were performed under Protocols TAS Shall be strictly in accordance with General Notes and Components Indicated on rL ru. Ll,ouA �A 441AT 201, 203 as per 9 r section 182E of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26. of Product Evaluation Document (P.E.D,), drawing IR EA Irm•-Nu IX0ft7I9 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shell be as Indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-5t19 dated OB/0911996, #W570 dated 09118/1996. 26, of Product Evaluation Document (RE.D.), drawing No. 20-176, PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONS OF USE• REPORT NO.: 20-0728.011 0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2OD9, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tllteco, Inc. and signed and sealed by Waiter A. TIM, Jr., P.E. PRODUCT SUS•CATEGORY: Storm Panels 2.5. STRUCTURAL ENGINEERING CALCULATIONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind bad and panel MANUFACTURER: Global ProluMen ProdEligis LLC. length based on rational and comparative analysis, and In accordance with 7.3. Product shall only be Installed Into poured concrete, concrete block, and 48W S.W. 51 Street section 1616 of the Florida Building Code. Calculations prepared by T(iteco, Inc., dated 11/03108 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E. wood frame structures. Devie, Florida33314 1. PURPOSE OF EVALUATION: 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Wetter A. Tillit, Jr., P.E. (Florida License This is a Product Evaluation Report Issued by Walter A. T1111t, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CA-0008719). ID 906 1 # ) to the Globall Protection Products, LLC, Rule Chapter No. 81906 Method 1the Florida Department of Business and 4.1AOND LOADg_RESISTANCE: ,,��ti A�T1((`� Professional Regulation. 20 Gaga Galvanized Steel Storm Panel has been verified to sustain wind y�R`••'•V\GENa�''•.� This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14, 15, 18,19, 25 and 28 of 26 of Product Evaluation Document (P.E.D.), drawing No. 44187 � ,-. w'�-�• been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Coda, and to verify that the product fs for the purpose Intended 20.178. Maximum Anchor Spacing shall be as Indicated on sheets 8, 0, 10, 11, � � at least equivalent to that required by the Code. 14, 15, 1T, 18, 19, 20 26 and 28 of 26, of Product Evaluation Document (P.E.D_), _ STATE OF drawing No. 20.178. /c'•.,, (GRID ,.: This Product Evaluation Report shall be subject to review and revision In case of 5. INSTALLATION: AFIII„IITIN11`` a Buckling Code charge that may allied Its limitations and Conditions Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED• sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document D:IITTILA•TECO ADMON RECORDS t P. E. R9PORT.20 t OLOBAL PROTECTION PRODUCTS, LLC T 20 GAGE 2.1. PRODUCT EVALUATION DOCUMENT(P.E.D.t: (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANM STEEL STORM PANEL% DRWG a 2a1TO t REPORT IF 204728.01 Drawing No. 20-178, titled "20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14, 16, 25 and 26 of 20, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tifteco, Inc.; signed and seated by Walter A. (P. E.D.), drawing No. 20-178. Tilsit, Jr., P.E.; dated 07/28/2020. This drawing is an integral partc�1; j�is Evaluation Report. r1�lA�FA9 L1111(((p,p `�ER A, a�a�1Ti,8 F r� ,`�`���•'`• �3►�:` \SENSE• N0, 44167 - =-- �+-- .-�4167 : — L ¢---•- STATE OF \ 6155 N.W. 36th Street, Suite 305, Mismi, Florida 33166 - Phone: (305) 871-1530 - s>ES/ 1 �ry,Oi BONA; Lt�;r•�`� � �11 a1i NE&Nr61oraiH: e.3) N CASE THAT FRECA4i SIDE. OR PRECAST CONCRETE PAELS, SIUOCO OR WOOD BON= K FOUND ON THE M Ws CXISIINO WALL NICHM 04ALL 6E LONG ENOUGH TO REACH THE WN STRUCTURE BEHIND SUCH PANELS. 1. STORY PANEL SHOW oN THIS PROOUCr EMILUX DOC{R/ENT (P.0 D.)J /DLS RM VERIFIED FOR COMPLIANCE N ANCHORAGE WALL N AS YDRONED N 8.1) Nn N B.2). ACCORDANCE WITH THE 2020 (7N EOnM)N) 0► THE rEOROA tRALDRNO C00L (C) TQ.X„am (M SPECIFIC GRAVITY . AA MN I; FORA MWHD LDAOB SHALL BE OElU1NIll® As PER SECTION te2oa THE ABOVE Mr11TOIIED CODE, FOR A W11O SP®K REQURED W7 ME ,IURISOIC00M MNEK THESE SHNRERS WXy B[ Nar NIO - 1/4-0 TAPCON 0040 M AS W^WAC7WKD RY I.T.W. BUIDOE. NC. - 014-10 PAELWTE FEMALE O AV ►AWAtAn 1•tUS NICHDR!. AS WWIIFACTWIED ByFLCO CONSTRUCTION PRODUCTS. FOR A GRECT1011AI11Y FACTOR K4-0.66, U364 ASCE )-16 MID !/NIL NOT CXCEED THE WXIIIIIY S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, 14. I5. 16. T9 A 20. _ t/AY LAG WCRLrS PDI N.D.S. _ 7/16-F A !/e• MOOD 6U9RMG, AS DISTRIBUTED BY ALL POOR !CREW. BOLT a SPECIALTY CO. IN ORDER M YOWY THE ABOVE COMMON. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-te SHALL K FWIST RE000EO TO AS.D. DESIGN WINO LOADS BY MULTINLYING AREA BY 0,6 N ORDER TO c,l MINIMUM THREADED PEETRAIOI/ Nt0 WOOD 0/ TAPCON NrCMpIS SHALL ELC HREADOBE 1 t/2' AIIO 2' FOR O PANEUMTF PLUS COMPARE THESE W/ MAX. (A..D) DESIGN PRESSURE RATINGS NOKATM ON SHEETS 7 THRU 12. 14. 15. 16. 19 ! 20. S MIND MI WLE FEMALEEN 0.. IN ORDER 10 VERIFY THAT ANCHORS ON Me PEE. AS TESTED WERE NOT OVER STRESSED. A 33R INCREASE N ALLO'MASLE C.2) UMMM THREADED PENETRATION OF LAG SCREW. INTO THE WOOD FRAME LIMIT 91141 K 1 1//2-. NO THREADED PENETRATION INTO STUCCO 91ALL BE CONSIDERED AS PART OF THE REOUMD THREADED PENETRATION. STRESS FOR WIND LOADS WAS BGL USED N THEIR ANALYSIS. FASTENERS SPACING TO MOOD HAS BEEN DETERMINED IN ACCORDANCE WITH HD.i 2010. C.3) MINMUM EDGE DISTANCE OF LAD SCREWS$, INTO WOOD SHALL K AS INDICATED R DIS DAMPING STORY PANICS ZONED C FOR IMPACT HURRICANE 96 NCE5" WITH SECTION0III9 162E OF THE ABOVE MENTIONED CODE wNE REMAKE IRAs KEN VEN ACCWORTS • 96-i3o AND t ,E31W," INC.RNc. PFPORTS >"-566. PER NRTS EN92126 CA) MINIMUM PENETRATION OF WOW BURNING SMALL K 5/6'. 1/4• P-20 SCREWS USED $HALL K 1 1/2' Lam UMMUM C. .O D TAS 0203 FENESTRATION TESTING LAW. wc., Rr3NIRrs /Lou A nT2e . As PROTOCOLS TAS-tot, TAs-202 AND TAS-203. ygyD STUCCO DUST. AND I' MINIMUM FOR WALLS WITH NO STUCCO. AMERNDAR S. i[R TAB or SOUTH FLORDA REPORT 00219.01-09. AS PER TM 201, TAS 202 AND AS WELL STANDARDS. TAS 2D1 STANDHMS. C,6) N CASE THAT PRECAST STONE. OR PKGST CONCRETE PANELS. STUCCO OR WOOD BOARDS K FOUND ON THE OnTNG 2. ALL ALUMINIUM EIIRUSOMS TO K 6063-1e ALLOY AND TEMPER. (UNLISS OTHERWISE NOTED). SEE SHEET 2- WALL, ANCHORS 944LL K LONG ENOUGH TO REACHTHE MINI STRUCTURE KHIO SUCH PANELS. ANCHORAGE SHALL K A9 MENT040 IN CA). c2) t C.4) 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL RAW 3101-1114 ALLOY. (0) ANCHORS RMLI K INSTALLED FOLLOW" ALL OF THE RECOMLV"YONS AND SPECIFWATI0145 OF THE ANCHOWS MANUFACTURER. a. AL STEEL STET METAL PMIELW SHAM HAVE STRUCTURAL L D), [L, 3ICAAMA-953 GRADE !D MINIMUM, 0-60 GALVANIZED SHELL MIGRATION W/IY- 50.E W iAF70, ROLLED), S. PANELS MAY ALSO K NHORIZONTALLY FOLLOWING RbMLTHROUGH AN* DETAILS SMOWM ON SECTION 3 THROU10 (SOVIETS 4 THROUGH 6) EXCEPT THAT HIEADDR6 0 A m SHALL NOT K USED. S. ALL SCREY/S TO K STAINLESS STEEL 304 ON 316 AM IMO OR CDRRDMON RESISTANT COATED CARBON STEEL AS PER O 50 W YIELD STRENIOIH AND W 4N TENSILE STRENGTH. 4HALt COMPLY W/ FLORIDA BLIILNG OCODE S. ITSMALL K THE FIESPON.WBRRY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WERE SHUTTER IS TO K SDIN ECTION 2111.S,SA. SE11 AAA &TO "SURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WD00 MAW BUILDING 6. SOLTS TO K ASTM A-307 GALVANIZED STEEL OR MSI 304 SERIES STAINLESS STEEL. WITH 36 W WNWAN YIELD STREMGM. 10. EACH REGULAR SMW PANEL WITH LENGTHS OVER W-S THROUGH 12•-4•, AS PER SECTIONS 6, 6. 9 A 10 AND ALTERNATIVES ON. 7 ANCHORS TO WALL SHALL K AS FOLLOWS 9M • 10W ON SHIM A 6 a 12 RCSPECTR(LY: SALL HAVE A LOW NO READILY VrWBIE MARKING INSIRUCTSIG OWNER OR TENANT TO SECURE PANELS WITH APPLICABLE RMORCdCNT 0Wb0 PEAI003 OF HURRICANE WARNING. W TO I1 IRA 1:� CamVE II THE NSTALLATON COMMKIOR IS TO SEAI,/CALAR ALL *WIER COMPONENT EDGES WHICH REMAIN IN CMIMAMM CONTACT WITH - ,/49 TAPCON ANMOU AS MANLIFACTLRED BY I.T.W, BU ILIXIL INC.(Mn. rc-3192 P. i.) THE $VIDEO TO PREVENT WND/RAN INTRUSON. - 1/4' F N 7/6• CAR-N ANCHORS, AS MANUFACTURED B,' NC. rc-3000 CA.LJ .. 1/4'A A 3/4` 5000-SET ANCHORS. AS pSTRNNED BY KL PORE SCREW. Bo{,T . 9'EOK/Y G0. L PO W. 12. STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS 6OCATED N THIS ORARN6 PLUS ANY BUILDING AM ZONING TIEOULATIOMS (HIP. rl:.3aoo p.P.l) PROVIDED WY THE JURISDICTION WHERE PERMR IS APPLIED TO - p14-,0 PANELWn FEMA E 0 ! PAIEL.MATE PLUS ANCHORS. AS WAARALT BY ELCO "INSTRUC ION PRODUCTS. (MIN. YI:-3330 P•Ri.) 13. 0) THIS PRODUCT EVALUATION OOOUMENT (Pt 0.) PREPARED BY THIS ENGINEER IS GENERIC NO DOES NOT PKNIOE NAORMMT,ON _ 1/4-0 Cr I -OMP ANCHORS. AS WNUFACTUP1O BY TRU-FAST CO.PMY10N (1- -3600 F4.T) FOR A SITE SPECIFIC PROJECT. I... WAft THE SITE CONDITIONS DEVIATE FROM THE PLO. CONTRACTOR TO K MMIMSBLE FOR THE SELECTION. PURCHASE AND RpTALLATION INCLUDING In SALTY Or THIS PRODUCT Al) MOWN OAKOMENT ar TAIHCGI ANCHORS INTO AgU11m CONCRETE MAIL K , 3/4'; a• FOR PANELW7E FEMALE(b) IIASEO ON PLO. PROVIDED HE/SHE DOM NOT OCIAZIE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. 0 AND PAIEIMLTE PLUS AND 1 1/4• FOR CF TAP -OW ARMORS. CONSTRUCTION SAFETY A R CONtRACTOPS RESPONSIBILITY A2) CALK-N At SOLID -SET ANC/ORS SHALL K EMBEDDED 7/S- INTO THE PAWED CONCRETE. NO DABEOMENT 000 (c) THIS PRODUCT EVALUATION DOCUMENT WILL K CONSIDERED INVALID IF MODIFIED. 67N000 SHALL K PEMRTTED. 1/4' e-20 SCREWS USED SMALL K 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST. NO I MINIMUM FOR WALLS WITH NO STUCCO, AND MAY K HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (°) SITE SPECIFIC PROJECTS SHALL K PREPARED BY A RORDA REGISTERED DOWSER OR ARCHITECT WHICH WILL BECOME THE BUT WITH WIND NUTS. EM004MR Or RECORD (E.OR.) FOR THE PNOECT AID WHO WILL K RCS "=U FOR THE PROPER USE OF IMF P.LD. L X DER DE REgORp. ACTNG AS A DELEGATED DOWEER TO THE A3) N CASE TAT PRECAST STONE. PREp51 CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE P.EO. EMOMM, SHALL SIiN TO THIS UTTER THE SITE SPECIFIC ORAMNG5 FOR RENEW. EMSDNG WALL OR FLOOR, ARMORS SHML K LONG DZRIN TO REAM THE MAIN SIMUCTIRE BEHIND SUCH PMMTS. ANCHORAGE SHALL K AS MEMIMFD IN At) AND 64 A2). (9) THIS P.E.D. MDAT ALL BEAR THE E AND ORIGNAL SEAT AND SIGNATURE OF THE P110EESSTOML un"EER a ITILCHRD THAT PREPARED IT. (B) TO Lamm CONCRETE RLYV_. ►MLL A_:_ C-90� - 1/4• 0 TAPOOM M404M AS WMXACWRED BY 1. T. W. DE, INC.NC. 14. SHUTTER ~ACTURERS LABEL SHALL K STOW OCATED ON A READILY VISIBLE LOCATION AT STO PANEL SHUT" N ACCORDANCE WITH SECTION 17011 3 OF FLORIDA BUILDING CODE ONE LABEL - 1/4' 0 • 7/0' CALK -IN ANCHORS. AS MMNFACTRM BY DEWA.T W_ (MIN. II 1500 PAJ.) SHALL K PLACED FOR EVERY OPENING. TAKING TO COMPLY WrTH SECTION 1709.92 OF THE - 1/4•0 X 3/4• SCIID-SET ANOO16. AS MgrRWtED BY AL PONT SCREW. BOLT k SPECIALTY CO. rLOROA BUILDING CODE. (AN. YP-1600 P.RJJ - pt4-10 PMUMATE FEMALE IV AMC PINFLYAI ATE PLUS ANCHORS, AS MKACTREO BY ELDO CONSTRUCTION TINS MINING SHILL ONLY K ORED TO 1NNTT11 OBTNII PFRIRR N THE STATE OF ROIRIDA 5 P11000CT(MIN. P.O.)t p..) - 1/4' I TM -Of ANC110116. AS MANUFACTURED M TRU-FAST CORPORATION j�R I[I. 9.1) YINaNM EMBEDMENT OF 1APCON ANCHORS. CLCO PANEUM/E5 AEA) Cr TM -GAUP AICHIOR, INTO THE r' FLORIDA 91RLDINO CODE NI h Vlloe NAnioG T EMBEDMENT BLOCK RE , 1/4 . 17140 x,em c 20 BASE GALVANIZED STEIL STOGY PANEL '• No. 4 167 '• ' 8.2) uLN-IN a SOLID -SET ANCHORS 91WL K ELK.DOf.O 7/6' INTO THE cONCRC7E BLOCK UNIT. No INTO STUCCO **ALL K PERMITTED. t/4• 0-20 SCREWS USED SMLL K 1 1/2• LONG MNMUM EXW. AND I• MNMW FOR WALLS WITH NO STUCCO, 4: cY4r PROTECTION PRODUCT'RH V. i< INSTALLATION INTO EXISTING POURED DETAILS CONCRETE FOR REGULAR OR CONCRETE PANELS BLACK STRUCTURES LYMOmmosamintour,on oil coichm moon DOOR a tionam n COHR7l7[ /INN,OIIS W1smomt 9 MWMMHON n — E.D adHCKTE ANPDIW �a aaNu1°nE cls79w POW" ,. I 7 a,B�.r ,rn fE-- 1 -LJ a I WM I IFW V v a IRRY SAW l GC a p 1 b�111°'W" 1 1 it +rnWi 10 CLAIM I 1 , Ta POOL { f 1ow no a [%16TI1WI EI POURIG_. �D- 1 I 1 ® 1 1 LVOW ,ME • I 17 T/7' o.G I �, ED, � ; t7 ,/7• oc r l� \ e..t l EGST6O poU11�� E0. I MNCIIEI[ OR eotKREE BLOCK I . ' O� 1 1 OOkVNM OR II(pRIED. , ,7 1 I I! ,T aG 1 c�NCTETr BL�c —____ REOURR M ", .. t CONCRETE ` COI BLOCK t Y - 1' mi.J 13r cwn6lo oat, yW ' lMW L j�7P wM° ,,` /.7 s„Wlolm u CONCREM I/i+w --' ! a6rdIEE aMIM¢TE AEHOIw. u. P F IAc COMMITAICHGRs � r p¢ feKutt Gr- dR 1XNmllE ON _ R.A. (Sa[ 90RDMl a--- � HN.V lMa • HILL sRxT7 . Mwowt n fIIR17 9 Tlwalo, n WALL MOUNTING oil" ffig MUTING ALTERNATE PULP MOUNTING Qfi �9CAt ,� fbEE r ---v^ -T- -- 1 j I 1 I I I rawSlo 0 iI 7 1/1• oa. � 1 feria. I _ �n iiH,NwI°M n S�I1'gllllntlll BDWE 3/e••t ED. - EDGE DISTANCE (SEE SCHEDULE ON 94UTS W A 9) NOTE P1Da OOYBLNATNON Nx SFCYIOMIl; TOP A BOTTOM MOUNTINGS CAN K COMW4M IN ANY WAY TO SUIT ANY INSTALLATION, 1 L EECCO INc- TILLIT TlSflNG a lNGIN!lRIN'tiI COMPANY WALTERA. TILLIT, JR, PE. tiltbooQy6ol.com PRODUCT EVALUATION REPORT ioil LLk,'urNA16T HLI:.A. 11e,aN NP.J"OTI9 REPORT NO•: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protaetlen Products. LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tlllit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 81020-3, Method ID of the Florida Department of Business and Professional Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Floride Building Code, and to verify that the product is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and conditions 2. EVIDENCE SUBMITTED: Y.1. PRODUCT EVALUATION DOCUMENTR&M): Drawing No. 20-175, tMed'24 GAGE GALVANIZED STEEL STORM PANEL*, sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Waiter A. Tilsit, Jr., P.E.: dated 07/27/2020. This drawing is an into �`(gllp�lfq? 160jifljls Evaluation Report. .� ��E.,,,.:., �l/•'A�. �14167 STATE ; OF i�Q g 6355 N.W. 36th S1Teet, Suite 305, MiaDOi, Florida 3316E -Phone: (305) 871-��?�1p�q(3b�G89'r1-1531 COMPONENTS FOR REGULAR IZ LIFE SAFETY STORM PANELS (SCALE 1/2-1' __.__ ._ _._ __--- _ — __i5.1N• nDrAL w+DiHl)----- --- --' -- --- ., ^ .. ... . te,es• CIOT AL Vim} ------- _ 12.500' (EF(EFFECTIVEwmN}--- ' - -- --- a 1/4*- —__-_--t j i r•'- -----az�'---------- ,,. aoo- f_ ••� •� r I. i --_- �_^_^�'/.350•i ✓�•. OO.Ow UK THICK AL> 1.700•--`;7`` s:es7• o wam s m EDGE/ /C � ) :Gear � o-eo only. TV. ABM A-963 r 2. .2!!p) \/ TYP. ,� T' GRACE W G-6o GAIv. MNRAI DRAIL aJ �'•� eRAL A.� t}irJlll A 1.350• _. �y. LBFFAR. A � _. _. ..-_ _ aria•--.___. -T © STORY ST PANEL � END STORY PANEL �• �. I ar r2'JO• ----- ---- 2.161" AWIRY DO LP ✓('. i ,.fOD• 1 .125• .750. 1/44Y-2°L t IY-2q .125' w/Nc+Rm l!Ofi.'` -�'. i ,.2w' 'I .tJ0 oo• ^,r ari.f• BDGF! R•OG! ( � .fD TO NWIIL pw WNW I i lo.OB• - 3.3)5" .OB3• .093' �• a.ono• ,.600• t 2t�' BR \�250' I 2.II�S• .013• R 3751 i D(. � .37sj � �2.000•..._ _..._ i.,25• d ISOMETRIC VIEW ETAIL A i L 2.000 j -s• NNW..---..___. 1 L-,.SIG'-; L,soD•-•� RIRINDED CORNER . ENDS OF PANEI'S ETro UP w� .MDOAM T.s EDGE. aO •hr HEADER O3 rU' READER �(Qj,E ® ANGLE WITH STUD ®AWAI WM Itrymm SAID �N I/t GET.2/14 -__ • �Y►, Top on 374• D96• �74• .OBE' Ir tow ---2.000•- _J 2'X7*Xl/0 � r. _. _ _� aw• ® 1(EY MOLE WASHER -as3- o.o3e• GALVANIZED arm _ _ _ _ .371'3'I .67 5 'p ' 2AyAC .063•-1 u - LF CKE ATED Cur .,2s- ..u75• ALTWlMTMtLy. UK WIND MIT M/OYT MOM/Ma M91EIl W/ Amxft%L • 7n-wpr wLWHOt (RDMMEIS S,RL on HaCItt n = 1I GOKOREa Nowt e _ 1190: g .0 amu ON off" n 1 f S y 1 rxsTNG �i ; a coNCKTE BLocK , REOM6®. , ( 1 375' _. • ,.ass• .625•P y,144v r l_ 1.a63• 375' ® KEY ROLE AT PANEL ( ,IN • ptlulY 1 -i �♦•'; i ,r�'R'Aa �i w --; OWY. 1 Q ROM ;IRA � aBL 1 I gg T ORNIIC P'WIRIm _; Ep. ; 1 am i RORuAt00Mda"ED ADOt aHSTra PINR¢ coi CONCRETE . , CONBa"ioac j I REOUREO. i / 1/2 cm x,mAls ON 9HISTs • THROW 0)5HN313 . • 0) 3Ijk a _ OF EIGBIIw • NEW ,• WIDE . WMrS . 1/6" .� THICK ALUM. TUBE OR 11 ` ensiw STUCCO/ P.T. WOOD PLATE S►AM � •' _-wood RV1D/ ; 1 o HEN /• WOE . VAM A 1/e• ppALiiI.R�L6M�0floUppBE OR t• . VMII6S 6EH9To tlMa T[ SPACER rnllcls.TE AAW W I oA BQf W • N 3' MINI. IIEGIIRm. ----- /�7 W1oI': HaoR. •._ SECTION X-X 9oALE 3/N,• DETAIL FOR SPACERS REOIRRED AT TOP OR BOTTOM TRACKS ADJACENT TO STUCCO/WOOD BANDS t T-rW- .169-L 0� .J Uri• ! 4 AW M70.WimOEIIM IAOLR . w70 T. t 1.OBO' 1 (.. .......___.. .1 © WF" TRACK ANGLE ® sir Air TRACK FIAT PLATED ..rMHNwMN..._ WITH STUD 1 1 I I Y 1 1 ' f � 1 i I ' t � I I . 1 I I LL EDGE DISTANCE (SEE SCHEDULE ON SHEETS W A B) END CLaR E5 DETArS MR INSTALLAM IN POl2tED CONCRIM -jE R= OR WOOD VAUD FM REMAR. LIFE SAFETY AND E Z S)fSTE]1 7 in• CASE A (PLANT (�� �� RANT � AIw CASE BSC (pJA�t '' i i A,I�' , ! �w•,UfiT� ItiAARHi,. �,� .. i i araiAN'S.'idL Vil% m ® y -�yJ lVrt f tv / C r~ w wIw �'HNiRs All � i lAY2C�.fP(P 2((P 2 /YY .MAR � BALE ]/,a-,• le ��• � W-IF� ��M P, �.ARLI�F rIW,Wr N L � ARR RI R/� NRYR M j �,. PAAWI M M A11a, SCAIF ] 1M1' ECZ10� IR W CASE E (PLAN) SNLC 3/1M1- PRODLICI'1:V.LI-CATION RTNO. 204717.02 2 2a TEST REPORTS: Large missile Impact load tests were performed under SSTD 12-90 standard as per section 1609.1.2 of the Florida Building Code, Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01.01 dated 03/11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 26, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1600.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and salad by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2000, signed and sealed by Frank Grate, RE, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. I OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS• On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1004 of the Florida Building Code. Calculations prepared by Tllteco, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A Tillit Jr., P.E. 3. MISSILE IMPACT REA NTANCE; Large missile Impact under section 1600.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9,10,11,13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Parcel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. MLNNUIe►IN .%�' 67 / /� A.F w �tiA�S�ON1A f1�NN •`•� PRr3Di1(•T ; A. INSTALLATION: Installation shall be performed strictly in accordance with details Indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum separation to glass shall be as indicated on sheets 3, 8, 13, 14, 16, 10 and 18 of 18, of Product Evaluation Document (RE.D.), drawing No. 20-175. MATERIAL_ CHARACTERISTICS AND SPECIFICATIONS* Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20.175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7. LIMITATIONS AND COND1170NS OF USE.• 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on shoat 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175 prepared by Tllteco, Inc. and signed and sealed by Walter A. THIN, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Waiter A. Tllilt, Jr., RE. (Florida License No. 44167), President of Tliteco, Inc. (Florida CA-0006719). WATILL DA TILTECO ADMON RECORDS t P, E. REPORT.2( OALVANI260 STEEL STORM PANEL \ DRWG # 20.1761 1/4. 2/4. 3/4. 4/4. 5/5, 7/5, 1W/iQ 211i SWI 4W/10, e/5 5W/10, aW/11 a 7W/I1 3• MAX ANCHORS: FOR CONCRETE SR SCHEDULE ON SHEETS 0 Or 6N -,. LRHLr--- FOR wood 6R SEDTIOIa ON S/EDTS to 6 11 — ^",• 3• LMMN.' OOO ® O O D.M.. 2 . 3 . 4 + (--� ;___T-_1- _T_-T___T__f___r_.r___r_-r 1"i" � /^-r-•T•--1--'f---T--Y-1--�---r--T- —__ _ _.T. __. __I ITff I T. � . _. _ __ ._ tip. _ .. _ . __ _ _ I a iia,TM s A ISeoTEii T % ; . ;%sz. - - i SECTIONS AS SiS.OW' EA, OVERLAP APPLICABLE) r (SEE SECTIONS AS APPLICABLE) II D.M..©.®. 4Ok .- --- -- - --•" •• -- --- -- --- ... ' -- - _ ... - -- - -- -- - 4 r•3; MAX..-- 1/4, 2/4, 3/4, 4/4, S/S, 7/3, �-. 3; MAX .-i 1W/10, 2W/10, 3W/1Q 4W/10, 6/5 5W/10, sili I( 7W/11 ANCHORS: FOR CONCRETE SR SCHEDULE ON 0EM 6 A 9_— FOR w000 SEE ,oI SrLTIS ON SHEETS ,o . 1, - _ REGULAR STORM PANELS C1� d: Q ELEVATION N.7.5. 267• 1/4' Mo. CAP (TIN 01e1LM -1 WHOLE VALIDY) 1/1• N MAX. GAP i .'( �.....,, % ' 3:-T ' EN '••:4P F1.01tlDA aWLOtNe CODE h velocilly NMFFkOnW Zon9 N 44167 �; IXMGo IlROa Ia. 20 GAGE OALVANI2ED STEEL slosh PANEL GLOBAL oAw rr : PROTECTION PRODUCTS, U.C. 07/w7MW N.T.S. ATE ITL�E CIMa. O .�'•., _ .WIG al. N HURT _, .... r oI. NHOHc AWE. R MILL 20-176 FS.......... ptN)IIIFiWIL IAr ENM99-qN GNMO Rs: S • N • ,�� a-a6Pn,6 METER A RIII A.. r.47 E r 1H15T S r N INSTALLATION DETAILS FOR REGULAR PANELS() & t3A INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ANCHORS: FOR CONCRETE SEE WHIMULE ON SHEET _pQ1p�p �-(�DRoI(auCOwImIdI-k7-E Q{BKWLOCCCI9NE» "------- �! �PgRCC1[6DN� CRCTE 9LOCR AFpaW MNLTR-I-E B�LOCN , IN 100 �E SEE f[CrINIOR SHIRT /2 2er , 3t' .Eanm coLAEMI 14 amON _-9GIwXRa Gave °'r' I 9+ar. .Q0) J • Wn. OF -- E� I � i I j,r 7WRNATGN I I j Iw M I I a = r�tW�Nr(�r b � iri( !; MwMa6a/'r:` • °`°'r �.�� -� i-{ J � t I I � � � 1:- -_� L u:. i '.i � I , _ yyy 7 ]p5• ' y ill R� 1 ;i WL11 W/ .. ___ _.. a i I rt 'I -� r' it YY ;' I r II' � � a 1• �� t/AY-Ion• i t/4Y-SOH,,• I tpraN,' J - , j I 1 i 106ARA•W 3• i I 507E I ' I I , I L'ONr. I i of t' °s.W'rif'1 � !pR �r w.. � D.a..®a11® RORTW ,• ML.. I aialtl • ' I I MAX I or r ' r NIP. f`-i. L•./ j ' -� ::v ;/L.� 1 I tY In:r`%. //. '/./ .� MAX: '-_ ___.—_.__.AK1OR5: FOR CONCRETE m SCHEDULEFOR WOOD SEE Cr"G N SHUT 12 9 --- - --- Ir MAIL GAP . W.. A00.1 -)t/4. I ..T 1111,,4Y-20A3 4' S.S. BOLT DAN 0.06/P -t TonL WILM l9/ 7/B'Wf37• WNO NUT-_- . I2 1/2 O.C. ; l... CONCRETE Aisles (sE szam ON / Mt W/ EOTIOTEIE AIOIlaS WTA90Wm � L__... OONCOM [ICON �I 6MQ7 9) 1/4' MAX. W/ iRD (SR 7C1101R5 ON ' MIaT n ppyR�p �T n !.._ _xmy"HITE a ��N�-A (T�.) .._ _.EgLRED1E00NClE1[ 0R RVLCI[t[ vm O11 OKOL"M OLOo' BCN.E 3/J2•.1 �MAMNf1GI[E 91DCR RrgWEa SELInm 1TLOI7R® SCALE 3/6 a SCAT[ ]/6-t SCAILD - ND7E FDR r1WaY,V11O11 IX: E.D.. EDGE DISTANCE (SEE SCHEDULE ON TOP A BOTTOM MWNnNCS CAN BE SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. N N 0 O Q N 0 U 0 t;O �_0 C O ^1 W C6 0 0 M LL 0 > .� En Z3 E I-0 O Z Z W J Y :Zf A U O > > O LLJ i C_ =3 ICU L C/) CL U 0 LL 0 Cl) VJ ICU LU Z Z Z Q J a SHEET NO. SH 1.0i �, --.. --..,,�AJL_WIL��d.1�1:�r+d■����■�lWY� ; u �.. I I iylliJiIIIYWY>i11Eil1dlkl.�ild.��_�: i...:._ _ .. sQ eg01I01P 1. > A 4 wlaT4 mm moos ,rArrlt a V,. 1P•NS • A n WALL AND FLOOR MOUNTING INSTALLATION FORIia' �__U _,, I` 1 x` ,.- --� , _• _TNN eclSe�+wtnPmL„r .T PANELS cr R wIM WeI ) K I •a __� %, :�"'da w"ftwo tt► • • r," ._ -- . �1-- L NUl1w IL10N eN 1 Yi Wp},/A TIW =LYS r, 1• - ,• r/ ll•eI A NR. ��-�- W VOW AL iUIP 0E Of MALL \ 4 1/Y . ' • • - --" +• "AAD 1NOW •u'+ C W OOot Np •• 1 DETAIL I I 1 11 11 . ., jult �;W�OI � 1/4• ' N Win MOS.4--.. $An woo ^. �t• i ai. Fa.S i r of �K1 4ti MUD 1S POy p/%SEC1KL11 Y-Y SPILT STORY_PANEL_E I RATE 1/4 -1 991 ' SME �T11 4/ -� SWA- t/e _t`- a 2C0.iae�i I - � . , A •/, /� ,IOIiiIIK•O Yltl_I_Idi 4d6EDlIl.E n AA• w YMIpp1v7UK' 'P� /'pIYOd�011�pW(y 0[ OR[NIFD K�,�", 4 FAlglltEt m DNF PARL'� (�� NOTE 111113JON KV�R�TL3p�0O�r/0 sTO11M NNELS oNa TOPOPpMO a PANea SOP q Ali TUK TOP A WT10�M) WTIOY , Sag.P a r� i 001•� MO.. MLANON SPAM (PL) • WALon M. THE WWW - 4 4'-s' :• . r . 1/r p 4'-r To r-r 3' . 4" . 1141' > r-r TO W-10• •Y1e IN4N Yi AUA ME W SOLE` 1/4• . 1- 161STALAAT2�N _ NILTHRiIA M 1W SOMA: ,/.• • ,• WS7AL1Af1�OM - TIVE 21M SCALE• 1/4• . ,• )1� 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS UP TO +S&5, -72.0 P.s.f. AND PANEL'S LENGTH UP TO B'-B'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE 40. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOLML- TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 001"ca IE N CHIDM COMMIT[ AMAIM (M vHW 141� \. D6T 14) 1 J P01AIm OOIL1Wn J i� SOD 25D c�_..- I I-M-N.- --- - I I I I to am 3nY`7D Al ,(YOIYp.C. �$dJ' 7 . ,7 Wr pt a I A,� A ,�. W. 3j i To O'ir :f 1 oc. wW. (Arcq A, 4, it C o. 1 g (WE oEi%14) I g I DIM CONCRETE BUM00110 I I I aIANDA[n AIIpeM --� , / , / /i • / „/'"/ W. OONOKION) lME MEET 14) 1+01em CCNCIIUE - p..t IMI6Rm so OQT ,q SECTION 1 SCALE: 3/8' - I• - SE0Q 2 SCALE: 3/e' . r- tMOTES dN IP'F E.IFETY STORY PANd IYeTFN pRTALATION 1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) OR AS AN NrOM PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS). OF SAEIY PANELS WY OR MAY NOT BE INSTALLED AaNCENT TO REGULAR PANELS (W/ OR W/o REG" TRACKS.) 2. LIFE SAFELY PANES CONSRTS OF MOM' DALLVMUED STEEL STORM PANEL AS PER COMPONENT SHEET 2 Of DRAWING. INS PANEL ITSELF N RE RDNOY[D OR OWALLED FROM THE •RIDE O' STRUCTURE �,ppN1IN 3. Luc SAFETY 1KOIRRES tD► TRACK m eE WW04W Q) A BOTTOM TRACK TO �„ TII K As PER SLEET 2 0, TIWS OR61FIN0. fN•P NMPOIRNTf r K NSTKLAD wAtl OR IIDOR MOINTED iOLLO1WN0 SECTIONS 1 A �Y: • CETIA 4 oN TIW . AS WELL As DETAILS , t 3 oN 31EZT ,4, 3: J I. PAR. LESION FDR L'AWONENT R 1s•. NA•. AIIClIOR SMCWG FOR C VANCHOMOE AT BOTTOM R WEN ON SCHEDULES B 2. SHEET 14. * :• COMPONENT b MAY Bc PERMANENT OR ROAOJMLE. q TE 1 SEE DUALS FOR NSTAWATION INTO WOOD FRAME BUILDINGS ON SHEET 15 'Y •'• L SEE SHEET 4 FOR DUAL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF ASS ON SPACERS AT TRACKS INSTALLED AWENT AND BEYOND TO STIICCO/W000 BANDS. ANNR FyV 1dlllYR ! F'IeOR Y�IRRINO WALL Nk FUM MQLhffW0 11141LLATIOtt - LLTEMLTIVE LIY INSiALLTIOILR - LL11E�N11(Rf[ !WI (SECTION AT TOP R UNITED TO +80.3-417.0 MAX. SCAM t/4• . ,- A.S.D. DESIGN PRESSURE WING) 10"' 1/4' . i• nr.e Pr r NrI A1A INSTILL uW WALL 1/4• . 1• t� 8on�����ii�����r��������������t�et������A�lr•6B�A LJOM 4 2/4. 20. 3/4 a y4 y1. 24 hW/15 11-10-1, Z t 1W/15 Es.T.,1AGr w.L L AREA W/No lr[ SA/RY PIg,EL4 -...__..... . I... AWMAIR PANELS W/ OR ___..--__... �i ON uE LocxnoM OF LIFE (SEE NOTE ISCL.OW) SAFETY PANEL --+ W/O REG" TRACKS (SO NOTE , BE LAO►AKFy m • t sAPttr tf101M1m BE 6 OiELLTP�Ne tI.E1 6[ OPTION &I FOR WEE Sb EETY ELEVATION STORM ALWAN PINYDm RUNE 1A1NDlE m rAA ARAn r 1MDIOm OR REMOVED FROM NOW BHRU SCALE 3/32•-1• ®®a 1 • vMN. PNMNA�LL 1 IFS NOTE 1 �� I�IOR N SECTION B-B SOME 3/32--1- MAXIMUM A.S.D. DESIGN PRESSURE RATING (o.R.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH 'Le SCHEDULE Amin TINY /„• e1Al,sfil A/G3 ••ar °�i10 f6Wils+)pK6) Na SDK aDWs. .MA. -72.0 r-r OR tas 2 1/4• IeOLM 1 TWU 6 A +MA. -72A >r-V To r-6• Mw 2 3/4• UWM70 , TOM S A 7 ."A, -T2.0 Wr r To It•-r Id- 2 1/r • ••r + 6 .43A. -44A 12'-4. 01 Lag 3 I/2• • Nr+ /. 6 A t0 • ULM O/ t/416-7001 &A Ill A t•Y111 a pqM . VOLMM OF 1Na Hamm" S.D. DESIGN PRESSURE RATING (R.e.f.) AND CORRESPONDWO IL!YIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORY PANELS M & Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE ■LOCK STRUCTURES tam ally me PAYNRN A, Aa NISrAUAtM10 m Psi s[eT,eul , T1.ru 7 er s,eNYr a A At IWIAKO ASA. CUM WoIC�Pic 0 W OM soon rage rat EA - 3 I/r APPLICABLE 10 /6C7gAF / • at �710N WOW ►MILL LBgM 1• U.) MAIM O 91P ~ CUhM PWALVM MAU a P N JM 1Le W mmm To O�pMtE TO OONCOM MAM O�N ro a0Mg1O[ QUICROg[ le CONWI1 OpeOCiF. 10 COMMIX commm r N/A N/A K/A W ,VA r 6' WA P/A r r g' or Y r , (p MMQ g K/A WAWA 6• W/A / WA r WA E flon 6• WA WA WA 6' WA ►• N/A 6• N/A 2 (60T010 +MA. -72A r WA WA WA r WA r N/A A' N/A 3 A 4 (10P) 7'-6. ON UM 00 LS16 r S' WA WA 0• r Y r 6' r 3 f60TDN) r WA WA WA a WA r WA r WA 7fKIn W 6• WA WA r r 4• or r r 4 A 7 0011o10 WA Nn 12 1/3• 6 1/4• U I/r 6 1/4• 6 1/4' f ,/4' f ,/.• / Ip' p (,y�7W) IW eQN 10 A 11 NR AMCrW TYPE A lAae NO MVLLq M6 IM =00 INS 61R0•e W41W A OW 0407418 AO WON 1316E OW U ARE DOW ED ON tNs SMEOML PM ES. LM AM E0001710 ON SCHWAS MUM AwCP WOO* N Ml1PlnN ENCM slew ON 3UIMULE W THE Mo" WOOL MR "a CHOW" To W POMLL am= 61000/10 COUP= two NOaO DOLL AN W tOS TNw PNMN SIgOM OMNTm FOR eel MOON TYPE A Ale1eN LAW& AOw t/Ii TMeN t 4i t 4•. 1/410 1 1/^ i/e. N10M C OI-NM WNN-w M an" MAAS J 3 J 7 3 1/23 ••.a- s•rr w 3 3 3 7 2 6 ,n PA AN4 aAOw sr w 3 3 3 ,n 3 1 3 ,n A1wIL Y BIIWIII 1 N a - 2 'Ir _ m W r ,m tm 1A3 m 3 yr Im ,m i R�11�11�■ r J Lae 61N61 axwe uMN.•6tN Oa OAN kror-r IIR LARn FBWi D at •t1+ aaYNN+ ISO wo PLATE NN ro r-r M« RCm: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS LIP TO +56.5, -72.0 PSF AND PANEL'S LENOTN UP TO W-0' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. s1uD6 DOVI R�Ar i2D•NEToHOLPANEL INSTALLATION DETAILS FOR REGULAR PANELS(b INTO EXISTING WOOD STRUCTURES & C1a 1 _ i ' •� y4ti do it pin 4OR EQ II EO I ; _ ••� 1 I 1 _ N°0°°mPiT�r°1 oomiMl�e6N I g AL_TERN�TIVE 1w �•--M9010LILI ON SHEET r M. soy^ m 'a CLASS. tIIAM I •n, ec ED 1 I 90 AIR FA ' 1/2• EC li( "• 1 NO'L• / -1 l ill mm PLAIT -I• I ••PAW o "roF' "WO pun 4 a..w wif: �'^ 1 I y yy tpT1Na oa �� \-;/i/3- Nr ,IerneOrPORIMb It sIAYI 3}µ• F1An I MWIfilift AMOTAI • 1oIN or TEATS I AT3NI FRAME Room own sYmmeNdmB)•r/Gmm;I===BBBLINB)•�� O Pi_ • .II .IT .7_ _I•. , I I -I l•." •111• sTLIOa o•EWAP - �x+s•ae.) PANELI- r MA0. `csE h WPC ISO. PRlliat RATINS 1 TNCOII a W-YW ONA•aI MIOWn POPRE o 1W4NNE Rw APPLICAIRE NCI I i a TON YA0•AN FWIR LnY1N l• LPL.) ro 6LpCN 10 001Kp31p OLM ro ,am 6tOCNtwxca"M To CON10 m 55.0. -72.0 r N/A N/A N/A r N/A r N/A r N/A , ! x !'-0. OR LE95 p• 7• B• 6' B• 6• rS' B• 6• + (BOTTOM) 456.0 -72.0 r N/A N/A N/A 6• N/A 6• WA S• N/A 1 k 2 (TOP) 5'-0' to T-6• 6' !• 6' 6• r 7 1/2• B• 6' r 6' 1 (BOTTOM) +55.0 -72.0 6• N/A N/A N/A e• N/A 6• N/A 6• N/A 1 At2 (TOP) 7'-e' To r 4• B• 6 6 e e 6• 6 e + (BOTTOM) IIAN ASa COACHIN PRtlNIIE l faTe • An• NN NN W er MaO - DIR I PROM • r M4 PINT T7 Q RAND - ==Nchm SECTIONS o 11AIOAIlIM PANEL UDWH v (ft.) OF THEN 440.2 -613 3• 3- 4 1/2- 4 1 r 2 (AO nom) 7'-6. OR LOS +52.6 -66.0 3• 3' r 4• 2 (BOTTOM) 7'-6• QR LESS +B&0 -72D 2 1/2• 2 1/2' 4• 3 1/2• 2 (BOTTOM) r-6. OR LESS +l6.0 -72.0 2 +/2' 2 1/2• N/A N/A 2 (BOTTOM) 7--6• TO W-0' +l6.0 -72.0 N/A N/A 3' 3' 1 2 (BOTTOM) 7'-r TO 6'-r• AL7ERWTC LOCATION AT DO PANEL e 1/4' Ill pfR I 1 pS IyII �NTWOR PANEL `-WO PANG. B SCI�IAE gamut I r -%I #2 FOR . p FOR _3•...•{ M.. ANCHOR M r-r MIA. I DETAIL 2 FLOOR MOUNTINO INSTALLATION (A-PPUCAeL TO SCHEDUL 2) SOILS: 3/111* . 1• MAXIMUM A.S.D. DESIGN PRESSURE RATING .•.i) AND CORRESPONDING MAXIMUM PANEL LENGTH 00 SCHEDULE MPPUCdMLE ONY TO SECTIONS 1 A NNNC 1M FOR SAFETY ETY STC&I P.AIr1 an+YN oN sIIEET 1=L 3w' JCENS�- No. 44167 VAN" Ala oTrM �•1PW32.M"• 11w. AeNK wN �� „� � A •AN OOIOIION NE4 -nA r-r 3 3/r IAeilm 1W ow 16 TOR meow" TYPE A SPACNIC FOR INtumm 6R0 am twa OU4OW IreNN *am INICNM Me WORM O00[ MUM AN OeWA M ON TIB WNSML FOR ED. LAM T1M 0elO0m ON Sam" Mau ANNgR /Ana If MLLTPLNIa SPACINGCHOWON ICWMU Of TO[ FOUORNp F'ACWW MR Tf OF'pWMII m 6E PO66161L NmUCID WICON OWAM Ile PACtat OWL NOT W UM 7HW INN SPAM MWED FOR EAW now TYPE At N4"m LMM ANCHOR TOPE ' /•y 1/4'P 1/44 1 aWA-« wow -- a w•4Wr PLO IA, PRIM 6AMee w 3 a 2 2 3 In •Mg,.•ro w a 4 s 3 a N FA•1 w w 31 3 1 2 In 2 ,n , IgIIL BON 41 IIDRR aI M - (VALID ONLY FOR IQRISTAUAwNR As PSR SEOTIONn 1 TIRU 10. ON SHIFTS 4. 6 ! 6) IAAMMNM Ala CO IN WOMAN NO M rMCLNp NOR E.O. - 3 1/S• •• fE0Y101e APPLICABLE To L • WIOINN IYYIlL UPCON Cr YAP -DIM CALK-N P'F CLIME PUPAE D PIICAvn PLUS MAD su RESUME SN0 m ODNCAM To opFtwEn HOCK TO CONCRETE 10 COIIa[T[ OLoo t To CaICIC To CalCRlt Kabc m CONWIM 10 OONMRn OLOpt To 001 OWE To ONLWR[ ROLx ro W COM To ONCAM NOLW AN, pNIBS1ATIOM ar I,OI tDe1N t' (A7 6• N/A N/A N/A 6• N/A 61 N/A 0' N/A N/A N/A 1 (TOP) 6• 4• N/A N/A 6• e 6• r r 6• N/A N/A 1 (BOTTOM) 6• N/A N/A N/A 6' N/A 6' N/A e• N/A N/A N/A 2 (TOP) e' I N/A N/A N/A S. N/A !' N/A !• N/A N/A N/A 2 (BOTTOM) !!A -no e' N/A N/A N/A 6' N/A 6• N/A 6• N/A N/A N/A 3 N 4 (TOP) 3T-5• M W-B• OR {ASS 6• r N/A N/A 6• 6' 6• 6• r 6• N/A N/A 3 (BOTTOM) e• N/A N/A N/A 6• N/A r N/A r N/A N/A N/A 7 (TOP) 6• 4' N/A N/A 6• 6• e• e• 6• 6' N/A N/A 4 Al 7 (BOTTOM) N/A N/A 12 1/2' 6 1/4" 12 1/2' 6 1/4" 6 1/4• 6 1/4• a 1/4' 6 1/4• N/A N/A ! (TOP/BOT1OM) 00.0. -53.3 N/A N/A 12 1/2• 6 1/4' 12 1/2' a 1/4' 6 1/4• 6 1/4• 6 1/4• 6 1/4• N/A N/A a (TOP/9OTFOM) -r TO 11'-r 56.0. -72.0 N/A N/A a 1/4" N/A 6 1/{' N/A 6 1/{• 6 1/1' a 1/4' 6 1/4' N/A N/A 6 (TOP/BOTTOM) 8'-6• TO ,1'-2- N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4' 6 1/4• 0 1/4• S. S. 10 (TOP) NA �,p 6• 4• N/A N/A N/A N/A N/A N/A 6• 6' 6 1/4' 6 1/4' B (AOITOM) OR LESS 6• 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4• 6 1/4' B (BOTTOM) 12'-4. OR LESS N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4• 6 1/4' 6 1/4• to (BOTTOM) WE IWM t0.q 11 AND 12 POP ANCHO S TO[ A SPACING FOR e16uuaa6 INTO WOOD PIVAR BIeOW WAWY IId10R WMCNM AW MNMAW FOW Oe1AtM ARENNCOW ON 700 110000.1. MR LD. tm WA TNNM1tm ON 6LTi01AE OEM ANC/la I►ACse BY,RA7rLYNe fPACRa rIOMN ON SCHEDULE IN RG M POUOR•e rACTOme Do OPERATION To W POW - Rf011 OD SPAM o6TA0ED um rACI011 POLL POI W Un TW&M wocaO OOCARO FOR EACH ANCANI TYPE AT AMCIDN LEEUD. ANCHOR TIME ---,[�;' UPON tNy tp1 t/_r._ "X-0 1/410 tO1PW1 _,/eti Cr1M-RN _ )61 I6. Am" IPACM w S 3 7 a 2 In 3 ••NgN23PN14 etFM•N OW 3 3 3 3 2 3 1/3 OaAry lrNlel sIr w 3 3 3 ,/3 3 1/2 • 3 1/I A6RR BA sma ► A i T 0 R ,1IrM 1 - 71/r 2• 1m tm ,m A - 2, - • 1.0 YAh PLUS _pAp� f16 10//4• aPPM AE14A 11z.1 m - E1061NG MOOD IWAD01 7 % : 1\ SAW Sao • at NO I ■E tIMM111F aN FOI sTo ---IfL LENOTN NOTE 1) I i TO TO i SAIL 6 nN 3rr . 1/r of D Mw. PANELLENON (SET NOTE 1) - --1 I ' � x D WX I %3r Ml Swat t ,/r o3:. REQUIRED y t/4•0 uD 6OIDES • ` - -tl ai 1e1NGCa,wMw/ DIRECT Wip-AT" AT WOWIM OF PLATE 17:JR[ s/ati�-'m71MOUNTwl�re::sTl� BCLLc 3 MI - HOW 1. INSTALLATIONS FOR ALTERNATWES BW. SW t TOW ONLY VALID FOR BUILDINGS WITH A&D. DESIGN LOADS UP TO +43.8. -46.0 PA.f. AND PANEL'S LENGTH UP TO 12•-4' L FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO eE SOUTHERN PINE NO. 2. W/ SPECIFC DENSITY OF O.SS OR E(RIAL. IIOI[ FOR TN1u K CTIOIAR• TOP R BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY FOSIVIR Om ro. ■[ oN I 94M 0 rpN I o 4L aAAM PANIi /.'Y-3Nt1. 49A. MO.. LOOM (SEE Nor[ 1) Ml r/ GNUS . am masA► I I I Odl or MW F1 J �' _ - ±LL• 7 I 2W WOOD I I Ii PIN. 11MFAOkb REQUIRED 11 I PENETRATION MIOMOTN OF ABATE I plam MOUNT I I Ib4[ SNIT' INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM 1/.ti u• gDRDI6 • r as W INTO EXISTING WOOD STRUCTURES 1 , r ttNDIDIo PDEtRgeN EQF OR ro rpeD 115mq ` I i E EEL. ALTERNATIVE 1 '►LTERNATIVE 2 4Y,IY IMOME EO Tit, oa I I I EO E0_ OR i to1._ WOOD PLATE I .,_,._ _ _.. _...-__) i• V, V\'• � MONO FW[ `y,�\ `�'I IIE011M[D - - _ RDOIRMO I 8 r4� ALTERNATIVE 3 ALTERNATIVE 4 IVY/•10.+6/S• P�BIOR�aW � W/ /r.-2aa' u ILO Y r ae. a +/ro-30 NpEL*7[ nx u D a ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATIONS PANRMIn PLMS 6 r ONO. ■ , ,/r M•. IWAk 3/•• - 1' TIWO Pam to sOm Mn ,TNT : OAPIOI TRACIa NDT flaw F01, CLAIM WALL MOUNTING INSTALLATION ALTERNATIVE 1 W 1. WFIAtlATIONO ARE ONLY VALID FOR IUSm1OS WIN ASA. OESOM IONS top TO +MA. -72A W AND E PWIE{LS LDWW U► m r-r. 2 FOR NEW "a HH . 7 �W/ r�1C0 OQWKNUCI0, UWOOD a ro W Sa/M[M N N s _ O N N �- C O O i_ .� V - C/) C co 0ja Ca O 0 O O ICU _O L.L. C) CU . -0 E ///`••.E.p�•0 O ^ l 4 • A 1 \\ Q; Icac' 0 0. (. ) ('.I Q cc:_a t\ -a L. (CV3 r C .0 M - ti cA - L) a') a) z 0 a J G Co 0 0 0 L. a 'mod 0_ui SHEET NO. IS 1B1 _.. .----------ANCHORS (SEE SECTIONS ON SHEETS 17, t4 1B t 20)---.__.._._...._ ....._-_-- s• IAAk. IMA7. WIT. 0//R xB/17, 4A/17. BB/te, r MA%� 11 MN. �YN/E,% TAM/,9 t Mw/D tr9/is. 7M. 9 t - - = 'r 0 0 T-- I `,, T� � � i I 1 ' DIi y-HJj.1-71.I• ILL ' _ A PANEL wIK. lE"°T" IT '�."�#``•�� ..., - {----� --- - ---y SEECHEDUEE) i Nql , Il I T I TT V 3- MAX. 34/17, WIL a/I7. 41V17, 6B/19.14P]- It• MN. •S'/lb YANllrp9 t BASIN NW19. 7er/t9 t M/ED i. ANCHORS (SEE SECTIONS ON 9[ETS 17. Ilk T9 At 20)... ...---- --.. ------ - OPTION J2 FOR LIFE SAFETY STORM PANEL_) ELEVATION SCALE 3/16•-1• 1/4- M•L OM SECTION A -A SCALE 3/16•-1- 1 •:N *-li0M oil . l'f_ A L . 1 MAXIMUM A.S.D. Max. PANEL LENGTH DESIGN PRESSURE MINIMUM SEPARATION PANEL RATING (p.e.f.) (SEE SECTIONS) ION +55.0. -72.0 B'-8' 2 3/4" UNBOLTED • r O.C. WOOD 1(IDOI I �, r ev,Mr4loll ' 1• IA-. �17o ; WAB9' 0 WiW cm I x10 PANa LDI M as SHIFT -1i V M� (SEE rIGE i KWW) ' PANEL LENGTH EIOSTNa oLAs ` le6 rM t I .._ _. •c ._ -_ (SE MOTE I WEL MI) w i I � r ' , _ I , I oart. cart. II,�W.) i �: ,•,D I 1 4-0 TAPIM t r C.C. `, N 4•0 TAPCON • r O.G ' I 1 M6HL IIPIfi1Dm_ tHItYe _...LID _. �•- Or PLATE OF PLATE,Naom - WIN-" A=00 PLATE Pun WALL Mo MA SCALE 31r-l- SCALE 3/9--1" TII •'JpEN1 ,. IMTAI,IA- Aft ONLY MILD MRW1ALO m MINT A up To.6eA .a -72.o P1IF aAmMARBLES LLNG1N II W r-r. �lT OEM LOADS ND 4 x. PION NEW WOOD IAMB CONSTRUCTION, MOOD AIRIER TO PEE NO. 2. W/ SOUP IC DIDOW OF 0.55 ON DaN. IN SOUTHERN � * •: Ik .•. TAPooI! t _ _t , 1 YrOM M W0T14 " _ % i ! HEATH • r•� 1 MH. •w• ORE eam1E PANELi :NOT II OL a Wm 14 (xQ 101E 1 9EN) r teNMNs RI OAs ummu- ON SORT to , SS Ali. • _ ' ' I ' WINO IRIT ` i 11AI'OFE CNA DN'R ' ! MOWDTN OF RATS --�- I1/4'0-20 X4YL MA W/ - - T/ewu/3wa MUr _ •WASHER t ,2 I/S• &C. 14'�I 1APOON t r 01C. 1 I �I I//22•` MN. T16WA0m 'SOON N M AWTH WOOD PLATE L4:;.. PLATE WALL MANM SON[ 3/1r-l' e r O.C. THRADED WGCG COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2-l") "'----' -- - _-- - - - le IW A (EF ECTWE WIi ('� -- _.. - -- .. -- - ,2 sN• T+). -- -- .. __ ..... - ----'+ I - .. 2 250 --•( 1/40 ! TY► _ TTF t \ 2144 CAN2.95 OA.NWTl10 N• N IN=am �' / 3J4 2.6- 2.O. TW. \ AM -WAS �,I111 2.2M' 7 dam"N MMWIM DEAe. ^L Q7AL A \ 49.8 aN SAW. lsalho. _2.470' 0 STORY PANEL -EVE.---2.470" 4' �, O2 RRSED 'h' TRACK O3 REVERSED 'U' TRACK PAWS Do IV W/ LASSOED COOL. "• } ' - 7N• r2.jp- tffi' �4260') IsONEiRIC VIEW DETAIL A 2.000• 2.000. ROUNDED COINER 0 ENDS OF PANEL'S I -----) LEND UP _.-+WLED HEMMED GE ( 7N ) J N.T.S)--- 00-._ L-2.01- 6 Ma:------- - © 'J' TRACK ®� © 2'N5'(nw_l ALUM. ANGLE ( 4 6061-T6 AURn. ALLOY N 7so •O••' (Trw) t' uCEN� lR� J ? No. 4411i7 FLORIDA WILDING CODE (Mgh Vel"Ify HurIiCOn* zone OF .4m ILTSO W 20 GAGE OALVANM STEER. STEINS PANEL r'. L-3• Max.- -j am" W. O7 3'RL3'(Mum-1 ALUM- ANGLE (1)STOP a SF IYAL'LM � /° Og1D t t- LONG INN u .. NM4,, N al. Nwle WAHMP-nw• Rae Ba41010-m 20-176 6063-TB Own. N10Y a , .n_w . s , aaNi .T�•wl PE. Sa,VSIWAaMVawL �IL�ROI-NONIaA. RUT - MNRw Nn TARO" ANC/10RS POLLED E mcol O INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES TAPCOM ANCHORS _.. 1(4• TMCON AANCHORS;a' INCOM mom • r oO.C.r- i r o.a COICR[I''� I • POURED CONCRETE CNEIi 9LOCIt REGMRm I 1 aacN REOUMEO i am RE'01AI1L0 A\ I LIT.- i I �r a .0 1-r ry W i i I '�� ,• i I 0 VAST No Y .i 1 1 I : I ;_ �Ya' - , ,py xFFaayQQ•� "-4 INN MR all) 6 1 I I a101M I , I ./ r, yr •,/� •/% ,, I � � , G / _� � . / ,/T �• i me � I lam- L lOd(s•SS. MA r/ 1/x'_ ' L i/Pa-70v�a'S.S. Ns. N/ 6R]/32 MR, NUT WASHER T/r at!/]T URN} OR WASHER ra . 3/32• ww0 NUT 3/1!. W94 , • 12 11r C.C. I (6E1'Ow) I WSR t ix ,/x• o.c. ;WASHER (•EVOW 1 1 • _NMW'..l._E(�S.♦' . - /MCON ANCHORS AINTR ANCR O.0---- i4• I/2• C.C. 1/2- D.C. ABOEW/L• P . IOt1/2-WAPC' 00.11 C(SMam W/ STUO) gown 6R.00Ic I.__ -MIRED OOil CONCRETE Kam ;.--� BLOCK -._`an CONCRETElumk WALL RE� 01MSIAl ATM WALL "Up WAUATIOM � Ro 126 ,LAMK WALL_IIO�JM � ADQM ma ANIEL SCALE 3/8--1- SCALE 3/8-.1 . SCALE 3/r.l" WALE 3/r-," IRSAID SHUT 16 t 0 MR maeft tyre t = I" -�/,•• away .... wv BYIOp PN OWAILATISM Mo em0 r noa WPMW OAI a SOME euEx919. A N " )PESOS MOM me NORM cm MADE AM ►tg0m am I" •1wAe1MO � ] BM W" no LA Lae NO MICKIn all 9OIWFA[ REDUCE AOHOR W%ft F MIATMLY60 SWCnP 94" am Sam" Y46NN =m ILL 3 MAYpoic sommingRISK Of M 1000MO MAIN, FOR TIe O 1014 O K 000OLL RND1Naa _ . t. _..--•--- -- SFMNM o9DNm me I*" SHNL war N I♦7[ THM NPtRA, Smom PRIOwm MR DOH ANCHOR TM ON T e amm" I yr -.... .. r -- - �M F,4 •I MAT N WALE 3/r-1' Imm ,, NRALATIONS ARE I ILLY VA" FOIL SIALOO E WITH AND. 9F' LOADS LIP TO 455.6, -72.0 PSF AND PAMEL'S LENGTH LP TO 6'-6'. 2. FOR NEW WOOD FRNIE COINSYRUCIlOwwIII WOMM TO K SDV"RN PINE NO. 2, W/ SPWFC DENSITY OF 0.65 OR EQUAL A W ► , • P 1 ; _I �MmtMtW O FWO�D i fl., - ,•at it011 ATE. WOOD HEAOEI •1 / �• 1` 1 . _.. "Eclum _. _.... i _ 10 wNe a Wpm IQ V M. MAU PANIC. LENGTH sEE NOTE , 11EIOW) ,/4•h104, (SEE NOTE I BELOW) LS. M. WJ 7/ea a 3/32'- WWq Art p I � H I I I e• .HUt 0 I I NUT REOURED 2•A4• WORD. f_,m, t� ; II 7T NI DA"'I,DD) 1 I dl \, L F1h,0 PANRHAEADEDMATE I 1/4-OC N 1 7 MDSie. 110NAT MIOWDTN OF PLATE .-_ I I •- WALL MQ MNIMAN WPM MANIEL 3pJGENrj/'i SCALE 3/e--1• FLORIDA WILgN(i CODE (VIM v 3- MO. 2724 T'/24 gK Nm% 3 an" OK 1KNEDU ! a aen s) 7 ,• mm. SOL /r Bo ore ti- 121 pl;; PAHOJ MIERDK PANEL)PRFRWR FAW (xNmeeR IW4L1 T,�,y as %'L• DDo '>YT. .. .._. (E1p FMKW r e0 % a• K6 IDS% x. i 4 SODW { I $B Nm[ 11 1 4 mIUw 4 BELOW I f I 1 1 1 1• 1� I I III _ .. _ _ T 4o i I. I S. onOW • 1HO,T PANELMAT% (7m) I"M3SEE N0a Iw N oomcom Acmalk KE II�LaM I. w. Y RE--,r-1• -I - FATpIA� LpO��gN 1• Mn. PCHmAf WRL7 SN FOR Wa00 SOIEr•-AN,TO NE ryg�,/r I ,/x•. AT DID BAWLS) ;� 2 ® ^ • ® xK ![CIW14 a sHT xe LLAAsSrf MEAIOR /NdSttt OR W/ OR e a OPEMNa' tPWI TO IN K PAKmm6T Y/� 1E' • fREAR =LTOALwM K ATr MN WFffl1S_.2=ROW WC E 10 FACILITATE e6TA3Aild1 0 10 S[ NSAIIED IRON E-Z HANG STORM(ID mIF MT90M TO IN NSmm FROM HANG STORM PANg SYSTEM S,KUC7 IDeE . , NEE[ OF 9TKUC U L - THE Aar - , t/4• AN, GP l f/.• Hra GAP 1/4' No. eM ,A 4• Ira W on SECTION A -A SECTION B-B XTL'g"o MEMIa�i `TD" POWL 3/A' - ,• SCALE VW - t- (,). DlTINr,DN er ales te6a: E �- Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL AL^'' BOTTOM N TOP A, � TE PLUS OR Ir LONG (1). DFITNITDHL OF E - Z TAN, STOOL PANEL SYSTEM coNslsnNc OF PANEL + (2). ENO PANELS SHALL ALWAYS K CO/NECR'HD 70 SILL WALL w1' MEANS OF Cant T,bIC16 TOP • OOTTOM. PAKELMATES OR IF USED Y w/ Is UX1GEpg�JNNTORApL AT BOT10M. END PANELS (2). PANELS SHALL ALWAYS AT K CONNECTED ro BORON TRACK OTHERWISE A STOP uR SELL K CONNECTED TO�w/ f 4Y-20N3/4'Y.S W/ 7/ILP' A3/3Y 1114L1 K PROVIDED AT 10P Di SEEN PANELS. W" Ruly on / 2�7 M(n. VIREO C3)(ELCIPT (3). IF dD ARE0110Y TRACK. lOTM1ECWN SHALL CONSIST OF oescmKD ON t / 6- ]() T AR 1/4.6-20N} 4• Ms. COmow/ 7/ 7T/QJ2 I= NU( qE t/s^AaS/4• Him T1+I�Y�EW NONE (� IRO T BOT1At CM t/b[ LOGiON OF FASTDIERS WT BE AT EITHER OF I= (3)��ON BUT EW PANELS ARE NOT C40 INCH END PANELS ARE COIRELTLD TO/BOTTOM Ir TRACK.XSTOP BW EXTERIOR FIAT FLANGES Of END PANEL �@J SNNL K PROVIDED AT TOP OF SEGO PNELf. (A). N CASE THAT END OPAIAp,N,ELS ARE N1OTTgCONNECTED TO BOTTOM6 ONLY CONTUCK (IA. A STOP BAR (4)TTOM TRACK, FDA NSTAU/1T011$ WHEN ENp PANELS AFRF SOME IOEIIOR PAILS ME DIRECTLY LONG SPECS ANWCA'TN21 A011 1101E (3) ANISES N SUCH G$E, CONNECTONt or PANELS M0URE0 To ExISING S%L WML MEANS a PANEAATIE ONE NRAOR MASHES TO BOSOM TRACK MItY OCCUR A7 AM PANEL LOCATION ;X. PMAY BE �YF�O,I,,,O 3 ACT W I TWOK (5). SEE SECTION t', ]' t 4. ON SHEET 24. SEE ANCHOR SCHEDULE ON STEER 25. WAHIIINII,, HOT NEED TO K CONNECTED THISTO (2?'t"B'F � NEN1S. TRACK YT)HNLL V.A.MSTAl TT.A A: T',a,-c/j • THEM O�RfiJIF4 RETAINED BY ADJACENT PANELS �.TRE tD"r t ROM SLOE ai PATIQ) HAVE INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ,[4 TAPCON NHRItIKB , . TA/CON N 04M _.I O.C. Olt COMMIT OR IWOURID) Al 11/4. I \ I ,/4. E.D.• I 7 � ! ed• :. i ! T - T I \ � pl 1NKT N7 I , I I ; I 1 1 I L0• I I /ih1rP "mmalL PUTS W/ _._.T/61 P 3/3r WNG NUT 0*0 P�Op��IIgpD REO .. DLO WET'O't" EtEeLOOA AMEL WALE 3/r-l' ea set) ,/ • >o FORAIOHwRt Tag • now >Sle _ woo,Imum 1/•'• ' no SRAC HS NO RiTAUROIt WIG OM FORME MAN& teIWAA wcT R 91Mmm me mom" meC Ot N SHOW AK LESS r NONNI SANG R) 1 2 •1•w Pso mw OHJ 3 J MR TH Immilm"204MLU IN L.o. am THMw H,ArAILo N faKlRi olmlictVOC A wqm S,wAS M MATH SPAORW m N POM.aRE Iu,H/y a+4r m GJ 2 1 ,A IIBIR v IIOBIR E M t WY THE /410 WE SIC" IM S0 RmIRm_---- RI K Ao" a _ 0000 O FA IS I= Tom m m FACTOR SHILL NOT walmn IOR ERGO ANCIRaR TYPE OM 1Hae SCNOA[ _-T.. �. - r ,No - ITN 3 11r- 1 LASS -^ -a 1 yyy r { r 1f1r aaM aYl . - l�Yq 61RI� G I ' I I I ' <o, . . r r La. / 1 I ': /14-Era PlIR6AAIC PLUS w/ ....._9E+oND,n A 3/32• WING uur ttvliiDt ; CONCRETE --an = CONCRETE STOCK REWIRED I MA.. SCALE 3/r-t' FLONIDA N N Ca N V Nfll O ca.„ Q. C 0 '0 O C cu -0 0- 0.- 0-0-0 o � 3 0 U 0 .� E 0 0 -5 0 Q. a nskS.0 tIa1E1i tE6L - NANEE .t7rtBeM a.�Wreu 1. E-3 HANG STORM PANEL SHOWN ON INS PRODUCT EVAUATON DOCUMENT (PLO.) HAS BEEN VERIFIED FOR COMPLIANCE N B./) MINIMUM EMBEDMENT OF TAPCON MINORS AND PANEIMATE rEMµE D t PAREJMOE PLUS INTO COl4CRETE ACCORDANCE WITH THE 2020 (7Wl EDITION) OF THE FLORIDA BUILDING CODE. BLACK SHALL BE 1 //4•. DESIGN WOO LOADS SHALL BE DETERIQ[D AS PER SECTION 1620 0E THE ABOVE MENIMED CODE. e.2) U M UM EMIML M OF 114*0 % 7/11' CAUL-N ANCHORS SHALL K S 7/r INTO CONCRETE. FOR A WIID 7PEED AS R[OtINED eY 71E JURISDICTION WHERE THESE SHUTTEM WILL K NSTALLT AND NO EMBI MEM MO AM FINISH MATERIAL SHALL K PERMITTED. FOR A OIRECTIONNII'Y FACTOR Ke.0.e6. U9P10 ABLE 7-16 AND SHALL L MIOT E%CEED 1HIE W1kWUM (AS.D.) 1/V 6-20 SS SDEWAX BOLTS USED SHALL K LANE. ENDUCH(SHOULD ANY FLASH MATERIAL OUT) TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 t 26. ENGAGE 3/4' INTO ANCHORS. N DOTER TO VERFY THE ASCAE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE MST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULI;PLY04 THEM gY 0.6 IN EWER TO BJ) N CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS SEE FOUND ON THE OWING WALL ro COMPARE THESE w/ MAIL (A.SA) DESIGN PRESSURE RATeIDS INDICATED ON SHEETS 25 At 2S. ANCHORS SHALL BE LAND ENOUGH 70 REACH THE MAN STRUCTURE DEMND ARCM PANGS. ANCHORAGE SHALL K AS MENTIONED N 9.1) AND N e.2). VERIFY THAT COMPONENTS AILS UNCROSS ON TITS P.E.D. TESTED WERE NOT OVER STRESSED, INCRFLIL9E N ORDERALLOW A JIMSEEN L STRESS K, N ALLOWABLE T7RLSS FOR WIND LOADS WAS ILL USED N TIES ANALYSIS. iASTElEl15 SPACING ro wGOO HIAS BECII LOADS SI DETERMINED N ACCORDANCE WITH N.0.5. 2D1S. (C) A� Ate. BE 66TAUFD FOLLOWNG ALL OF THE RECOM ID"I'ONS AND SPECIFrATOMS OF THE ANCHORS STORM PANELS A"AACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION 1626 Or THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT 1 2032. AS PROTOCOLS TAS-201, I IT SWILL BE 11E REBPONSIBRJt1' OF iNE C0111RACIORI ro STRUCTUREERIFY THE SOUNIDNESS OI THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-201 R TO KTACHEp ATTO UNSURE PROPER ANCi1ORAQE. TITS SHUTTER STALL ONLY K ATTACHED TO CONCRETE BLOCK 2. THIS SYSTEM HAS BEEN OESIpNED TO K INSTATED ON THE OUTSIDE Of THE OPEWID ACCESSIq THE OPENING FROM THE OR WOW FRAME NIILDIlJG4. INSIDE W/O THE USE OF A LADDER OR LIFT. THIS APPLICATION IS VALID WHEN NSTAUATON 5 MENDED TO OE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/GWUL ALL SHIJI ER COMPONENT CODES WHICH REMAIN N CON wuGus FROM THE INSIDE OF STRUCTURE CONTACT WITH 7HE BUILD" TO PREVENT WIND/RAIN NTRUSON. CANE AND SEA OWrER TRACKS ALL AROUND FULL G 3, SERIES 1000 INSTALLATION 11 MRJCABLE TO SNORE AND DWBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOUI ED TO BE -D PERFORMED FROM THE INSIDE OF STRUCTURE. 13. STORM PANEL. INSTALLATION SWILL COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS N PROVIDED BY THE JURSOCTION WHERE PEW, S APPLIED T0. 4. SERIES 2000 NSTALLATON S APPLICABLE TO SNGUE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN .- •„ Q OWALATIOH B OCCUPIED 70 BE PERFORMED FROM THE 04M OF STIW/CIUME. 14. ATRIUM WINDOWS N40 DOORS, NC. E - Z HANG STORM PANEL SYSTEM` IS PIOBR POW& � �% '0 S. ALL NANO" E%TRUSCMS TO BE 6063-TS AHOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRDOLICT EVALUATOR DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER S GENERIC AND DOES NOT PROADE L- NFORMATON FOR A SITE SPECIFIC PROJECT: L.. HERE THE SITE CONDITIONS DEVOTE FROM THIS P.E.O. [Z - c"! 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES STALL HAVE 3103-Ht4 ALLAY. (a) CXKNTAACTOR TO K RE6PONSSLE FOR THE SELECDON, PURCHASE AND ILSTALLA110N MUD04 LIFE SAFETY OF � � 7 / 7. ALL STEEL SHEET META. PANELS SHALL HAVE STRUCRAN. DUAL" 97100, ASTM A-03 GRADE 50 MN,., GAVAH LUO STEEL 714 PRODUCT BASED ON THIS PLO, PROVIDED HE/SHE GOES NOT DEVAATE FROM THE CONDITIONS OEIALED ON (� N /� DESIGNATION w/Fy- 56.5 Ali CUM CAROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT IRE S THE CONTRACYWS RESPONSIBILITY. Q a ALL SCREWS TO BE STAMM STEEL 304 OR 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON (a) THIS PRODUCT EVALUATION DOCUMENT WILL K CONSIDERED 81fte IF MOONED. _0 3O01S W/ 50 IN YIELD STRENGTH AND 90 NA TENSILE STRENGTH At STALL COMPLY W/ FLORIDA MA JONG LODE SECTION 2411J.3.4. I M (6) SITE SPECIFIC PROJECTS SWILL K PREPARED BY A FLORIDA RE061EIED ENONIEEN OR MCMRCT WHICH WILL '• V PROPEII 9. BOLTS TO K ASTM A-307 GALVANIZED SHELL OR ASI 3D4 SERIES STAINLESS STEEL WRAF 36 W MINIMUM YIELD STRENGTH. BECOME THE ENONEER OF RECORD (E.O.10 FOR THE PROJECT LAID WHO WILL SE OESPONI M FOR THEUK OF Plb. ENGINEER OF ACTING AS A E DELEGATED ENGINEER ro THE LLD. ENOINLER. 9W11L C '1 10. ANCHORS TO WALL SWILL K AS FOLLOWS: SUBMIT To INS LASITE SUM DRAWN" ., , (A) To pagam Pomn cowarm, (a) TITS P.E.D. SHALL BEAR THE DATE AND ORIGNAL SEAL AND SIGNATURE OF THE PROFESSONAL VONEER Or `'-, -. ^` �' W - 1/4-0 TAPCON ANCHORS AS HAAIFACTURED BY I.T.W. SULDEX. W. (MN. re-3192 P.a-I.) RECORD THAT PREPARED R r ,.: _ - 1/4. 6 k 7/9• COAX -IN ANCHOR& AS MANUFACTURED SIT OEWALT INC. (MIN, ra-3000 PA.;.) 16. STORM MANTLE YAMUil1CTREIR'S LABEL SHALL K LOCATED ON A READILY VIABLE LOCATION AT STORM PANEL N - %14-10 PAIELMATE FEMALE ID t PANLLIAIT PLUS ANCHORS. AS 1MIIIlFAIC111RED BY ELCO CONSTRUCTION PRODUCT6.ACCORDANCE- WRAF 1 Q C SECTION 17099,3 OF FLORIDA BUILDNO CODE. ONE LABEL SHALL BE PLACED FOR EVERY GPEHO4. (rc-3760 PAJ.) L48MM TO COMPLY WIN SECTION t709.9.2 OF THE FLORIDA SLALOM CODE. U) _ C Q, A,) MIMIUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE MALL K t 3/4' AND 2' FOR PANEWATE a 1 FEMLL IDt PNNEUMTE PLUS. A2) MINIMUM EMBEDMENT OF 1/00 k 7/5" CALK -IN ANCHORS SHALL K IS 7/6• INTO CONCRETE. NO EMKOWNT INTO ANY FINISH MATERIAL SHALL K PERMITTED 1/4 0-200 SSS. SIDEWALK BOLTS USED SHALL BE ENOLIOM(SH FINISH LONG OULD ANY MATERIAL 0TO ENGAGE 3/4•INTO A•.. j •� A3) N CASE THAT PRECAST STRIFE, PRECAST CONCRETE PANEIi, OR PAVEIIS K FWND ON THE E1aST1NG IIAIl OR "t FFUDORR. BE LOW& ENOUGH TO RUCK RE MAIN STRUCTURE KMIND SUCH PANELS. AT OCK40E SWILL •�(!•EN�.••.!� .••�, y ME AS D W A1) AND N A.2). \� N NO.44187 (e) m Ek14SaG mNaETF seer_ VIAL *; - 11/4 I TX 7/ ANCHORS A$ HORS, AS MA BY TUR BYD IE NC. * FLORIDA BNALDONO NODE h VolMurrkme Zone - t/1• • k 7/B' CALK -IN ANCHORS, AS MANUFACTURED BY OEWAT INC. (rHn-tsoo P.O.) p Ay •� 66MP 1L1eM0. W_ < W J � •L O O U .• OKVANIjEO $HEEL S1g1B PANEL rA. - 014-10 PANFLWTE FEMALE 0 AND PANE.MATE PUTS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION -` •.VISA aAeIN M, F aca ` -P•7 ROWCTS (r,l1-207, y > a- V PROTECTION PRODUCTS- L.. ,vIMM 12 w INSTALLATION PETA LS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK V.�-Et�1fty..� . pWSOR[ NM. �y-+�• � •-� d-' � ��� �-•�4a � aiixslgAlR a em xo ( Li4iuw'6I`d r R�a'M'Ha�e,M � I °1 SORT -•-•� r-- ) 1 / I iv r_" i !EAST xq �L I AloaM dN s1 SCARE 1 nam TO CEILING NOUNTRIG INST_ BUILD -OUT YOIINTIMO INST- ® LD�a .0 1• SALE , WE spoom"Now ,laW11WIMea HN ,ea S WIFE R iaP N M a(yy�N rame-S we AIMCKf M]AI WWIDPE, Na Ka0 a+FwlaWN TAPE N WtY u. � w-Irb ,N • 10TFOM MtxRPWe co ME commav WANY WwToowAN WITALLANK Ea . roA aerwa N W�a,PL»1AAL Z vn• .sxr r InM• .aM cn W U) cu O CL =3 cu L_ I..L U) cu UJ = Q z z Q J a SHEET NO. S H 1.2 _v... ... --.. __. ♦� ...emu- - _- - - - __ -..Y iy.. _ - y.3,i..1...1 =_ _ YI _ _ /,. L - - ___ - __ _ •1 J1- .Ifl_ - _ _ _ _ 10 .M.a -7311 W O11 LESS 2 6/W 90LTm • ,. 2•. S. ,TY. 2'*A3'W .6e,11. -75.3 m• OR LESS 2 7/8' WtTm • .' A 410 • YENTA®/FAOMVBOAOM OF PAVE M S. A W R AT OVERLAP A 4019 PANEL PALENGTH M., . ••,1,, 7, �T I � '� IL ,.-.•il ail 11:� ,HI �, >- A AE M MN M400 s !MONO NOR L 0.. 3 1/2' •• APPUGIRir TO so,PRESSURE ME ANY a TIILY � t!A�) TTIVNDE af, 1WNOON9 /YAK-N IYWXIMAR RN411t D NWIRAMR PLtle m oownW7[ 70 CDNCPM79 To emu"10 comomm m comem m OOHtNEIE 66.0, -75.3 12• N/A 12• N/A 12' N/A 12- N/A V A 2' (TOP) 70. OR LESS7' it" 3• 10• 3• S' A- 5' 4• 1' (BOTTOM) 12• 3• 12• S• r 6' B- 6' 1 mom) N/A N/A NIA N/A N/A N/A 1 12 1/2- 11• 2' (BOTTOM) N/A 6 t/2' N/A 4 1/2' N/A 1 4 1/2` N/A 3' (TOP) 12• N/A 12• N/A 9 1/2• N/A 9 1/2• N/A Y (BOTTOM) 12• N/A 12' N/A 12• N/A 12• N/A A• (70P) 12' 6• 12• 9 1/2• 12' it* 12• it' 4' (BOTTOM) M u ntO To 96,0 P.6.f. ALA. OEM PI S= RATING A9EE SHIRT b FOR #JAG" a TYPE A fIALWe FOR OWAlLMOS MO "Go FRAIL sULIe6 N om ANCHN SPACON me MMXM TOOL OVA%= ARE POWID ON TM 9009AAL MR LA U= THAN PiW.FM ON 101LDIRE POD= MOTOR PM" Bf MIIIARrae SMCFe so"ON swHmua or NE F'ouosFe ►ACMM FUR THIS OPDVMN m R PC RL H1WUt:0 WNW OSTAFIm I/61O /ACT09 R LM9 1/W1 HWN9WM fAse IIODW[D POI fAON 44040R TYPE A IeT AM;.w AMOBR 14h 1/Ih t/4h 1/4-0 vivo _ aWK+M w NOW VACM BQ 3 3 a 2 1/7 NolA YW cWWw sV 0.) 3 a 2 3 3 31n a,A 4 AWJL m asomm wom i - 2 3• NCO - 1Aa .61 3 1IrIm NCO 1 I {• REpARE3 YaA. DISTANCE R7WEFN BOTTOM O PANEL I AID CD TO aL 1/2' 'M.. 1 ++ NEou6B3i MiA. OWANCE Kt*UN Borrow OF PANEL AND ® To SG 3/ir 3/16- Mw, NMFAoone COMPONENTS FOR REGULAR LIFE CAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-t•) r_.. _ __-_. .-... __.___--__-',6.,25• .---- .- ---- - - - - ,.3l0• I it (TOTAL WIDTH) 12AW (EFFECTIVE DON)-,--...374&.._ r..t •.:.� p.DZ4• MN. THICK6 .. ... _ , 3B0'-, ; 7.l00' RAJ _-.,_9.T• f.2ho' r )00• k-- 3.3�• .OM• ,lS•,•� 10• - I/4'W-W,,1/.• .,m Off„ ) T -AWN EDGE AM-3 10101 so WON", G-W MY,1 --.MAL A K Q STORM PANEL r PANM DKL R W AILM ALW " MU LEFT TO RXIIB W/ 1/7• u0 M 0e Al LEFT 910E OF rA L TIP. , •x. 1R3OIEG, E00[ I I -, .OB4•• i 2.,i5• 1.671 \t 1. %, I.Olr (- II---� - ID - (.-,.6T0•-=('TAT.) J QUAIL A 2. ---..SILT•_.---- O "N- HEADER O -F" TRACK O ANGLE WITH STUD Y pwiJM E0°E O.ON• (Mn.) AveS' ETD LAP SALVAN= STEEL W/ Fallm D mYC ` .m. : / r i IPANEL - �` je`s2e ; 0.375' 0.250•A p �'0.250• 1.40T A.625' 4 _. L_ r P OR ISO VIEW DETAIL A .,33=r._ -�• ��O�I-- OLRDED coRtHElI • NDS a ANEL'S .3A•-- END LIP W/ HEEMMED EDGE. ' • NAI .�• l_t. sxs'• its (NITS) .375" O I TTP. sO10w ' : 2Spo• _p9[ a rMla 3, 21( aol' oer ® KEY HOLE WASHER 75D .072• (TY►.) 3105-H154 ALUM. ALLOY 6 KEY NOLE AT PANEL •SEE Imm 6 FOR AcemakL 4•--I.75o•-' •s,r UMAIBM P saw LE VIH S 11•, (-- .Gal' its' I. ONLY VEND FOR INtA1LAEM MM umm O Ww ( - - RSVP) r000 sif UCR K4. } ,.250• I _ _ : _3T5• R .Is•- i - ----� 2.000'- 2A0o• ].TJO' L..low ---- ' - _ T Imo.• 2D00 A Ran•- +.aN50 P i.7W _ O -we HEADER © wUw HEADER , ) L J ® SLEEVE T" MAX. � L-2�..���. ��/'N��yMY p���L�N���� C�N��yAa/I�3.��}�� IMI60Sr- Ott O ® O{7� 1 "N�Otp Q PANEL HAMM J -- 774' - 3000.n �_ ' �•: ., (USE ONLY ECM E-2 HAAIG sTOAM PANEI. 2 -+r' .470, _ .275• 'jj� .�`; vCENfE •,7 SYSTEM) eoe3-75 N.W. AU.OY ,: 71• 311� Imo•,-'-F ? r T 1. yS•---�_...--1„� ND.44167 FLORIDA WHITING C00[ Non R Wloo( Hu one =Nu 2a0 ,1FI„ 4 , i TL •�. -91 ' t-® • STATE OF R� 24 CARE OAWAM2E0 STEEL STORY PANEL amm ft , L _.:A00 - - 1- i_ 9a xcTXIM _ - L. • p ••.} B� ; : e/n/,16N ;r t G I L E C ID AL PROTECTION PRODUCE$ LL.C. wm •Rx R 6AM &K 61 sow r a ,o�M Ayb M Owe. IL 33314 O64)RF-1N4 Im ONAaa-6'N7 20-T 7S r OIYMO Na 1© (SILO -OUT IF, © BUILD -OUT "F" TRACK t ® E WINGNLIT TRAM ANME (ZAMAC 3 FIX E 1FA/eeINAUNII oAeboa+Aru e Pt rRr 2 a u CONCRETE ANCORS (SEE SCHEDULE ON SH[Els 9 IWO " toj 1 1 1 1 ON SHM a INSTALLATION DETAILS FOR REGULAR PANEL Ct� INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTEAIAIE CONCRETE I�Ep1ED ON EOSONO ►OUIMA CONCRETf�-_ msT.No PTLl11FD HXIIICIIETL I SHEETS , now" 10) DR GOOIEST TGCK�a REQUIRED. TEAK RETUM. TEANATE ITT TION CONCRETE ANCHORS SHEE(SIDE TSMbEME ON . lls101O1 Rf ' v.-v ar 1 ' u 90LN� AA PANEL LENGTH (M LCAHEDIAE 1 t " 1 v SOIL 1 O T.• 1 MAX, 1 •t �.__ H 1 acj I \\' or WALL OR NGILT. CCO1eN) SLAB ( rf cDINcrarc ANICHIOR I .as smuct5 1 THROWN 10) CEILING NJ I" MQUINTINO SCALE 3/0- 1' TE ANCHOR HEOULE ON THROUGH 1 0) it Eb. F.A. vnn I: �l [ D. •EDGE DISTAi10E NOTE FOR COMBINATION OF (SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE SHEETS 9 A 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. W- 411. 1P WOW IBM - MOON ,el VINO a 1/A -aor aL ra. Air/ Ism•U,/Y 04 Ntirr♦ � PIANO. I IC ON TN sTrAaaiTloN 1 O Fr TO GLASS. 1 H OH t (IM SCHEDULE it I ON SHEET 3) SYACd ' a w �. la Mwa BWN swe •4n 1' M. PMIa LENGTH iON ft NM .. _ F f 1- ...A.__-- rT (SEE SCHEDULE ON SLIDES 3) OUL-N-L ---- .. -- 1 of 1• ; MAK. i� 1 I � E.0 L OF t' MAX. 4Y-fe•IfsM 9 A,• INM• aLR CONCRETE ANCHORS (m SOCML ON RInTs 9 THROUGH 10) -, q) 2 I/B• LONG WX. ALINMM SPACERS e 6 1 4' O.C. VAUD FOR *Ncltm EXISTING POUTED CONCRETE ALL ODM AM I LEIQM5 PER SH W 3. PANEL REQUIRED. 00 CONCRETE BLJX2f I_� t- MAX, LONG &%MAN SPACERS e 12 ,/2. O.C. (SEE TABLE �I O4 SHEETS 9 • 10.) WALL MOUNTING Im W/SPACERS n OR 61 SOLE 3/6-1- FLORIDA BUILDING INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELn INTO EXISTING WOOD STRUCTURES - /4•A LAG 10AEW3 a F' ac. w/ _ 410 LAG WR a 6. 0.c W/ WM /2• Rn THRAM FVl11Mw011 EXISTING wao M94M. rf ( . 2S4' WOOD "L-OM ACQUIRE!) 1/2- Mn THREADED PENETRATION MT M ON a" E„"" WOOD HEADER. { Cnt /tar SM.6. I - ' oN4. pw r7ilicar �( 7 r 1 rP-2OaT//a• TROD `.� 4•0 LAC SCKM a 6. O.0 W/ ,/2' IM,. TI6AOm FWQ/MION DETAIL INN / L____1 Y.E. M/11O1/R0TI'hN3/3r m OIOIMIfi Wow .11AOE•. ( f IAiR OF 4 NU EMERY (T7P.) 5 tr Nun• POP W47 �1/OIIOIH O EVEN 4) 4 CeM ,a1• SY,E. i u END OF 7 ,!' RCS •As 1'/7/6F4i1/v' z ro CLASS M/f ENMITY OHNAI R ,/4•e /4• SHUT •NOR M BELOW) yeWellH OF PLATE AT SUE! TOM OI ?S:) „-10 PMRLLWE PLUS W/ ' Mn PEAis r" W ,: e t000 WALL MQ FL N O N. "GL1?OOR ON [0 ALTERNATIVE i "W SOME 1/A'.1' LI m I. INSTALLATIONS ARE ONLY WANT FOR KN M05 WITH A.S.D. I) HODS LOP m ♦66.0, -74.3 PA AND PANEL'S LENGTH UP TO Y-10. I. FORNEW No. 2. 2M/ SPECCIIFIC�OF O.b OOOIL1EQUALS ro R sNXTHERw Is PAN! 'Goo OR =00 I[Ilfs R6TAATM TM ON Oax R A,O'" 6A9m iN TOP • borrow MOUNW N CAN ME tGN.s/Ar N ANr 1 WY TO SUIT JIN IMAUAWN, ,ELWPWS YN/ D IAA, t1eWMm reNA a ,/r oc. WALL 1/r . ,' NOR : %HUM TRNM3 NOT 6NNIN FOR CLAIM I NJaL (In WAIL 1/2. A NOE IA BELOW) IAh-1013 • I H]�MAU/WT�1� 6 i IN-OO.C. 1 M. 1 AshawW��4. W_ 2 / 16• YH. 7/6•h3/b R TO GLASS I EVERY OYEALAP _ , 11 r/ 1, 3 I3 1 E� M3. W/ •NOR ,A BELOW) 1/4.4 LAG Sow" W e' ox, w// wlA. 2•A4• WOOD PLATE ROUMV FIAT AMOCO 10 sm"•raC W/ W. " VOO.D2'O:0�/,E7OitEAD"OLFENLTRInblt ww CM,L Lai• SIAS 11 (Fa R7AL t/24 a Li, H• LA Y0l'N$$D�tRIM k 1 . 0 0 IMA CW/ 7/,.AL,�,. 3 sm"aa-DC. w/ t 1/2- NIL+..,Wtm RHi1M1(ON e MOwEIH O FuIT °IAr°oa a AL kIRINIF ALTERNATIV, If, 4 'W WAX 1/4•.t- 1 /4, 3/4. 4/5. 5/5 A 6/5 ICY SRIGLE PANEL LENGTH AIr SCMEDIILE ONLY FOR REGULAR STORM ►2/4 TW/6, 2W/6. 3W/7 A 4W/7 S INsrALLATNNI INTO POURED COMCRETE_�N:INIM BLOCK t WOOD (T) M OCft (SEE sDIEALIME ON ` i; w-...__..._ _. _._ SHEETS B. to Ai,) -. --- -----_ _-____ "' 73* MAX AL JY LE,tTSIESI �t 10I�1 ��r��.m���n QR 411 0Ch- Q' (-T-) �f���T�N�� 4 - - r-, MAXIMUM PANEL LENGTH L+" OR %-" (ft.) 0 MAXIMUM AID. PRISSUPS Tim (W.) 0 AF -) LONDIETE A vxmy 6WAILATion 1 no Nt•-01 W-01 210 f2'-0• ff'-6• Sao fr-e• W-9• 3n0 W-Hr W-a• 410 440 9'-N' 8'-4• 3no aeo r-r r-r s10 e'-r r-4' ?do I' -a- r-r me no BID r-o ea Sao 1-9• 61-2• no s'-S' 1=o- ro/o 61-5" 3'-If• f06.0 r•-3• 3•-91 131.0 r - Y I- rr9.6 3=a MAXIMUM PANEL LENGTH "L+' OR "L-" (ft.) D MAXIMUM A9A• PIES FAT= (P.P.1.) (. N _) CONCRETE A WOOD /4TALUTDML f N Lr no W-4' 731-0- no it' -to, rt• ?' Ja0 fr-r io•-r 316A ro•-ro' a'-r 40.0 L_A• !=r 410 S'-f • B'-r 310 I'-r S'-t• no -e'-r 7-r sa0 1'-0• T-a- sno ?AD 7•-r 01-17•- 7no r-a• r 6 B0.o 11-1. 6'-3- iao Sao e1-0• 6'-I- BEo r-r a•-fo• 100.0 6'-3• a-r tmo 1'-3' 3'-4• I fait r11S IDIOM IaNMIY SEPARATION TO GLASS SC ODW wm YEN 4 170 my.n WIND SPEED > IMPANEL RMP.h C) UNRESTRAINED RESIIWNEO UAESiRM11N R[ERRNIEO 30 OR LEES I. 1. 6• 6 1/4• >33 To 90 1• 1' 7 1/2• 7 1/2- >90 TO 146 ,' 1' 7 1ry• 7 1/2• N.....A a.Yr. . rAMMMI f._\ Mw A NSIVlMa MYMI IAI'TIAlf3 PnunRlAu TOP OILS MOUNT h. HEADER .U. HEADER 1.5� • MOLE TRACK Itz W TRAa ON KSOlulE9 - IRECT WO DIRECT 40' 32' 3t• 3W W 50• W 4 is`Ki.V STUD ANGLE SO. 32• 32' 32• 42• 31• 39' 6 T TRACKS6' 1.32' 42• 6r W W' 1 11 SO' 32' 3Y 3s' W W 36' 1 rpm, mAoIWA W 32• 3Y 3B' W 51r Sir or Tt_ UNBOLTED PANELS \ BOLTED PANELS W/ se-2061 SEC-11IONS AS (SEE APPLICABLE) D.M..Q3.4Q' -- -1 - --- _ -- -- - - --- _ ®oF ® _ MAX ... __ J' MAX -- 1• MN. l 2/4 1/4. 3/4. 4/5. 5/5 A 6/5 1• MK 1 W/6, 2W/6, 3W/7 A 4W/7 _....---ADNORf (su 9CEDUHE E ON SETS 9. to AII)..-_ _- - REGULAR STORM PANEL n ELEVATION MM t/A- o. OAP (MAILO18sAR �1 R IOtE WBJEIT IL (1) Li: MAI L-: MA (2) Or♦OI MEN A A SECTION A -A N.T.S. • MD 1 •. a BELW NOR MN. FINITE upom FOR POPM)WIY QUTALFIDATIOM INTO WOOD ARE (ARM TO t 96 PLf. MAX ASo. I I PPKIRM RAIM 9, to A n FOI MW. ALA. De1wN Lana r MAX PANEL ttfDTHN FOR f►ACEt 64 N KNm. * '�1'•, 44 } g7 iATE OF • * .9Me lLlsoo Ne" I L E C O , N e. 24 "Of GALVA162ED STEEL STORY PAWL OMAN . PROTECTION PRODUCTS, U.0 ,,a;',,YO 'E',lLD�E` "• s •' 4y9br oR(GA ��o•lls> All • • G\ � a'3tR11.Ei1 ROE: (W)Mo 7► L FNe DAHRM-tlA _ _ .c, w. t .N� M. R iH. wl:.. PNe 4n-1 F. , AW.t-.a ••�++'�+�' 20-175 oRRwe Ms INSTALLATION DETAILS FOR REGULAR PANEL INTO WOOD STRUCTURES ------- - I `� - To GLASS. -' •wit - � I SCHEDULE ON . � �. -. , .Y-Nln• ..(SEE SCTED(LE. ; 1/4-F-2bt' - ANCHORS .. L1 NMLO-B ,MEET II) R ON MEET 3) A,AIM ON ' WDDD HIEA1>�R . / ) EI ltN61N 2 HOOD ANCHORS I 1 1' ' „ RETINREA , li 11 ��. (SEE SCHEDULE ON ` lj�"�FOR (/ , _ .. _ 1/4 SHEET 11 1 ,- • �-. - -. ON SHEETSEE ' IT -mu BOB SPAM mmmg miss _ L_-1 LENGTH MAX, _... - - -- + \ /2' ' EDT REOURED" 41, ED 1' MAX. LONG ALUMMM SPACERS a 12 1/2' / �I �OZ. (SEE TABLE H ON $N E, it.) I , I SEE NOTE RWR FOR LIMITATIONS FOR SEPARATION , \% -L• ;MAX. , 7' MAX J' � 1 1, I ' , ,/2 1DNc SLEEVES. m NRANS. I PANEL LENGTH j , PANEL LENGTH t- SEE Lr16nULE SOLOUF ( 1 1� (SEE SCHEDULE , I (SEE I _ MATE _ 0 OR _ MATE ON SHEET 3) ON SHEET 3) i __..J+` _: - i _._ ON SHEET 3) .\ J PLUS (� SCHEDULE ON SLEET 11) - 7 .:. I+ ... ..#1. _ ;aAL."A• ; !� ) �. ..__. _.�._. !, NMINI. i t .. E„S(„D 1 i I�wll„aa f-IT EDS,s4G [ sEPAMIIDn 1 ... 1 PLATE OWED ,,•(ASg ---6 .- 4---- .`... "-_----) CIJ155--1 SEE St3EDUE STET 3) ; LNJ DIRECT MOUNT �f SPACER 6D _: �' -. .-_ - . ALTERNATIVE 2W' ��a+ O I s SCALE 3J'B-,• * , ( L=J : e 12 I/2' O.C. SEE TABLE /( ON SHEET 11 FOR MAX. PANEL LFNOTHS A 3 , I OF 'L' N 1 MAX. A .D DESIGN LOWS FOR THIS INSTALLATION. IMut _. i Eb I -I _ WOOD ANCHORS N(K J(K (� IL 4 rl rr _ srAa9EED w/ TOG ON s10OH w Ma R , t/Y AGM r f 1 ! IH (1) 9WLLArAN 0 IMRO 1O A O[ SIM IMAIO LAIN ,S-0• 2•M' WOOD !-_;.. i I iI -� JIK1�: '�. _ I GET 11) IWW wm low HMINDY i A ROR6'IeI /101 ANY I PLATE IliOUNINES I I ROOD ANCeH0116 j bu0M5 Him" r NwOAIo OM sNET li} I , I, SU1ao W/ STUD I• AWL ow*JWM ro RAW 6OWA/m '�� I �i _ jWOOD RWUFm 7 '' _._L.: ..PUTT O) NCHM ONTO "Rl amooNon M STRIA WA FAWA a on ON /IQi I IIAY R m 1 4' M REQUIRED (SEE SCHEDULE ON LOO M WE IdiORe ME _ 1 IACJD MMwMM 10 a 1/r oG `^ SHEET It) 001/IJm 'INN • (MI OBA, RSSILtgI Fpw ,I In• as L1WOM MJO9® a , I� RR, I i (I)'M14OSMO -' 46a-011 r,PHI>d9E (A,AL N 6.6E FWML IJRIRII N Clem D R' A HAW OFBeN %•V;.-_� .......1.., 1 (2) IANMbH 1110MI PAIL IEIe1M O O A � ITN mm LAMM NN6 Low" ALOM a 7L (» aHo WN FW,n Wsp6MAnm aar p)1 1/r Um DO MOOR OftOF ommis aw GILL R A 9BCCI[D ON ARO All TOM W00D WALL SEAL[ 3�,- 9H6[r 1 98IWLAROHI ar 1 1/!' AGM tlNwbl w M Otr AN MWe 1011 NO 9wel I. 2 NO 3 M WEIRD N MN SOME 3/e-1• N) R1IMAwdt "A COLT time W90 tl t 0,VJL M Ae THE 7n0 IRA am" or TB now two ,.I A3 MO WM[ 1IQIES; �l!:' uCEN FLORIDA BUILDING CODE Nan High Veloo NU cans Zone NOTE FOR COMBINATION OF SEMONS: 1. INSTALLATION ARE ONLY VAUD FOR MAX. AS.D. :• N0. 44TB7 Oq0 Mum f. 24 OAK GALVANIZED STEEL STORY PANEL IA1�,w'9n DESIGN PRESSURE RATING (p.s.1) AND PANEL LENGTHS L * TOP A BOTTOM MOUNTINGS CAN SE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR q t € fWM/tRa COMBINED IN ANY WAY TO SUET ANY ALTERNATE 2w•) 9O ATE O _ -: I L E C O E N6. L M wc• w6 INSTALLATION. snw 'S'ORiO �•,� 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD OWIE. FL'3sa1. w-,`. � �w�, nHOC (bIJIM_711L rNC lrN)ti-LIST 2�Re MEMBERS TO BE SOUTHERN PINE No 2, w/ sPEC1F',C ft tMN ` r DENSITY OF O.SS OR EOUAL aLR ' IHKt T O M WALM A A.. PiAll JILL ruNw- Fee a.�r+ tre fYEEV _f IYYO 611tlR�jll (D) IILTXISDNc IIODD NMM SPECIFIC CsuTrY C _ 94t IBN.I• I. STORM PANEL SHOWN ON THIS PROOJLT LNALLAIOIN DOCUMENT (PLO.) HAS BEEN VERIFIED FOR COMPLIANCE W ACCORDANCE - 1/rORS e TAPOON ANCHORS, AS MANUFACTURED BT I.T.W. BULDEX. ANC WITH M 2020 (7tn EDITION) O THE FLORIDA BUILDING CODE. ties STORM PANEL SHALL NOT BE INSTALLED AT MICH - 014-10 PMOA41C FINALE ID AND PNQl)NTE PLUS ANCHORS. AS MANUFACTURED BY CLOD COJSTRUCr10N PRODUCTS. VELOCITY NOVBaWE ZONES (M1MI-oADE / BR06fAR0 COUNTIES). _ 1/4h Lk SCRE1r6 PER N.0.3. DES" WIND La4DB SHALL T DETERMINED AS PER SECTION IWO OF THE ABOVE MENTIONED CODE. FOR A BASIC WINO - 1/19'0 A 5/6' WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SO". BOLT A SPECIALTY CO. SPEED AS REQUIRED BY THE APPWCYOON WHERE STORM PANEL WILL BE INSTALLED. AND FOR A DIELTIONAIITY FACTOR KO-0.65. USING AIM 7-16 AND SHALL NO EXCEED THE MAXIMUM (AS.OJ DESIGN PRESSURE RATINGS INDICATED ON SHEETS C.9 MINIMUM THREADED PENETRATION INTO WOOD OF IAPCON ANCHORS SRAL BE 1 1/2• AND 2' FOR ELCO PANELMIE PLUS 3. 9 THRU 12 A 17. 19 AND PAKLMA E FEMALE D. IN ORDER TO VERFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SNYL BE FIRST REDUCED TO A.S.O. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ M(A S.O.) C.2) M fANJM TINEADEPENPENETRATION Of D PENETRATION LAD SCREW. INTO WINO FRAME URIT SALL HBE 1 1/2•. NO THREADED OLSON PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 A 17. 16. PENETRATION 9110 STUCCD SHALL BE COMSDERE'D AS PART OF THE RVOURED THREAD® PENETRATION. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED. A AR 6KAFASE W #"DATE STESS FOR MW1D LOADS IWVS 115E0 N TIER ANALYSIS. FASTENER$ SPACIIO TO Y/000 IA$ BECK OETEIMRED W C.3) IIIIAtt1M EOOE DIEING[ O LAC SCREWS. INTO W000 SHAALL AS INOGrLD W THK ORAWIIG ACCORDANCE WITH N.D.S. 2015. PANELS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIF'IEA IN ACCORDANCE WITH SECTION 160a.1.7 OF STORM PANE CA) MINIMUM PENK7RAT10N OFWOOD BUSHING SHAI BE a/6•. 1/4. 9-20 SCREWS USED SMALL BE 1/2• LONG MNRIIIM THE MOVE MENTIONED CODE AS PER AMEWM TEST LAB O' SOUTH FLOP" REPORTS #014.01-01 AND #0219.02-09. AS SHOULD STUCCO EXIST, AND I• MMO UM FOR WARS WITH No STUCCO. PER SSTD 12-"A ASTM E 330-02 STANDARDS, AND AMERIGW TESTING LAB SOUTH FLORIDA REPORT It,23.01-10 AS PER TAS-201 AND TM-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED W ACCORDANCE W/ SECTION ISO4 OF THE C. S) W CASE THAT P4ECAtt STOW. ON PRECAST CONCRETE PANELS, STUCCO ON BOARDS BE FOUND ON THE EXISTING FLORIDA R7LOING CODE. WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHWl BE AS MENTIONED IN C.I), C.2) 8 C.4) 2 ALL ALU11111A111 VSGNS TO BE 0063-16 ALLOY AI/0 TEMPER. (UNLESS OTHERWISE NOTED). SE[ SNEFT 2 FXM (D) ANCHORS SHALL BE 941ALLO FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MMKUFALTIIRER, 3. ALL ALWHMUM SLEET METAL USED AT CLOSURES SHALL HAVE 3105-1474 ALLOY. B. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL, ASTM A-6W GRADE 60 MINIMUM, G-W GALVANIZED THROUGH 5) EXCEPT rMT HEADERS® A13 SHALL NOT BE USED. STEEL DESIGNATION W/FY- 92.2 AM (AFTER ROLLED). 9. IT SHALL BC THE Rf.SSP011SfOL" O THE CONTRACTOR TO VERITY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER S TO BE S. ALL SCREWS TO BE STANlES4 STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON SIELL AS HER DIN ATTACHEDTO INSURE PROPER ANCHORAGE. TENS SNUFFER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCf OR WOOD FRAME SOOTS W/ W W YIELD STRENGTH AND 90 W TENSILE STRENGTH NO SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2417.3.3.4. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90•, AS PER SECTIONS 1. 2. 4. S. 6 AND ALTEMATI ES 111. 3W A 4W ON 6. BOLTS m T ASTY A-307 GALVANIZER STEEL OR ASI 304 SERIES STAVM1Es5 STEEL. WITH 36 Mw MNMUM VELD STRENGTH SHEETS 4. 5, 6 A 7 RESPECTABLY, SNAP. HAVE A LECRE AND READILY VISIBLE kOMMO R61MUCV" OWNER OR TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DUPING PCRDOS OF HURRICANE WAMANC. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: 1,, THE INSTALLATION CONTRACTOR S TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. (A) IQ : - 1/4'0 TAPCONN ANCHORS AS MANNFACTBY I.T.W. 9"It. NC. (Min. Fe-3102 P.9JJ URED 12. STORM PANEL INWALIATI N SMA1 COMPLY WITH SPECS INDICATED IN THIS DMWNG PLUS 9M ANY BUKDAND ZONING REGULATIONS - 1/4. 0 P 7/6" CA/K-M ANCHORS. AS WVOIFACTURED BY DEMALT INC. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 1/4'- (MI.. • 3/4' t01N0-SR ANCN01H5. AS OSTABVIFD BY ALL PENT SCREW, BOLT A SPECIALTY CO. (Mn. rc-30p0 Pa.i.) 13. (a) THIS PRODUCT OMILMATTON DOCUMENT (P.EO.) PREPARED BY THIS ENGINEER IS GENERC AND DOES NOT PROVIDE WORMATION - 014-10 PANELMAT FEMALE ID A PANG. ATE PLUS 44CNOM AS MANUFACT RCD BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT; i.e. WARM THE SITE CONDITIONS DEVIATE FROM TIE P.EO. - 1/4-0 ZAMAC NAAM ANCHORS. AS MANUFACTURED BY DEWALT. INC (b) CONIAACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION 00-DW LIFE SAFETY OF THIS PmOGT AI) MBIIMW EMNBEDMEM OF 7APCON ANCHORS INTO POURED CONCRETE SHAH 8E I 3/4'; 2• FOR E1A0 PANELMATE AND ABASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEIMTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY A7 SITE S THE CONTRACTOR'S nespoNSetm 1 3/4- FOR ZAMAC NULN ANCHORS. (c) TENS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED WAUD IF MOOIFIED. U.2) CAA-N A SOLID -ITT ANCHORS SHALL BE EMBEDDED 7/6• INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SWAT T PERMITTED. 1/4• 0-20 SCREWS USED SHALL BE 1 t/2• LONG MIWMIM SHOULD STUCCO EXIST. (a) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT MICR WILL BECOME THE AND ,` MNIMUY FOR WAYS WTAN H NO STUCCO. D MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E.O.R. FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE OUT WITH WING NUNS. OF THE DELEGATEDENGINEER THE NGINEER LAT'TTTEERRTTHE PROPER GNWNEEER. PP E SHALL SUBMIT TO Ties SITE SPPEECIFICC FOR REVIEW. A.3) IN GCSE THAT PRECAST SLOE. PRECAST CONCRETE PANELS. PAVERS, S LICCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL ON FLOOR. ANCHORS SHALL. BE LONG ENOUGH ro REACH THE MAIN STRUCTURE BEKNO SUCH PANELS. (6) THIS P.E.O. SWLL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL HO ANCRAGE STALLIN BE AS MENTIONED A. I) AIN A.2). ENGINEER O RECORD THAT PREPARED IT. (B) ro E16STINC CONNCRETE 6DCJL WIAL1 A511I C-90. 14. SHUTER MANUFACTURER'S LABEL SKAL1 BE LOCATED ON A READILY VISIBLE LOCATION AT SIOIDJ - t/4' • TAPCON ANCHORS AS WNWACTWED BY 1. T W. BUIDEX. INC. PANEL SHUTTER W ACCORDANCE WITH SECTION 1?09.9.2 OF FLORIDA BALDING COOS. ONE LABEL SIALL K PLACED MR OPENING. tABElNO ro COMPLY WITH SECTION 1709.9.3 OF THE - 1/4• • , 7/6• CALK-W ANCHORS. AS MANUFACTURED BY DEWALT. INC. FLORIDA BUILDING CODE.EVERY - 1/4'0 X 3/4' SOLD -SET ANCHORS, AS DISTRIBUTED BY ALL PORK SCREW. BOLT A SPECIALTY CO. - /14.10 PANELMATE fnAALE D AND PANELMATE PUS ANCHORS. AS YA1111FAC7UlED M ELCO CONSTRIX,'TION - 1/4• a ZAMAC NALN ANCHORS. AS MANUFACTURED it DENALI, INC MI) UNUM DOLOEM OF UPCON ANCHORS, CUCO PANELMATCS AND ZAMAC NNLN ANCHOR. INFO THE 'vCEN •'': FLORIDA BUILDING CODE Hen wall WINNGI NINRIeoneZone) SLOCX UNIT 91AL eE 1 1/4•. EU� 5.2) CALK-W A SOLID -SET ANCHORS SMALL BE EMBEDDED 7/0• INTO TO TCONCRETE BLOCK UNIT. NO •• •1I1044 7 au9 luoKa we 24 GAGE DALVAMM STEEL STORY PANEL F,, •6„ STUCCO S Al BE POWMED. 1/4•'20 SCREWS USED SMALL BE 1 1/2- LONG MMMM SHOULD EXIST,,k AND I' MINIMUM FOR WALLS WITH NO STUCCO/. STATE S -` L PROTECTION PRODUCTS, Il,C- E/E!'HP . ,• 6.3) N USE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO Olt WOOD BOARDS BE ' ROIL -- 7�M�1,�1'�' - ' ILA40-&-i 40m O.a. N GILDS ii IL7IN'U► 4OMT,N-m DAR, 20-175 w'm ETSIING WALL ANCHORS SHALL SE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH G\• ! ANCHORAGE 9ALL BE AS M ENT 4ED IN B.1) AND N 0.2). s/ONAL N 1r., ,u oF`00°F�1L1T'� NIWM: DIF1 Rai¢ R Nc: AAIAINHW Pd TNGL/MHN11111[/wR 1A m A a A_ Pa- PUM M Lk. M167 61R1 I A to INSTALLATION DETAILS FOR REGULAR PANEL n zqT INTO POURED CONCRETE OR COODlNCRETE BLOCK STRUCTURES -OM CONCRETE ONCRETTE '"-IIIR IDCONCRcr[ BL= REQUIRED. / RETURN. COMM" ANCIIOIK_ CONCRETE ANG110R5 - - -• (SIDE SCHEDULE ON sEE ECHEDUE ON POURED SHEETS 9 THROUGH 10) ,. _O SHEETS B THROUGH 10) r._O CONCRETE C E E CONCRETE �.•'I-'�,- {_.... t/2. REOI11[0. 3 1/Y i"Ui%r o,�,.G 1/4• 1/4• i'- . • _, YfRf•-_._._____._-_.., (OIHCRETE ANCHIORb I SCHMA 6b. CM -10 Lr. ; S 99 THROUGH 1 I I 1 �IJ I I E I I -_LD.AEI n-(SIDE CQLAmn ION T p a• 4.6 F W1EDula 1 70WIrl t, 4 E I uu„ o P r4nON �.........._._.IPANEL 94M 3) {ENNDTH ,,3) R 1 I! •L. , IMn. EEPNUTION 1 L. M64. (ON > A ' PANEL LENGTH (SEE GLASS. ; PANEL LENGTH CONCRETE ANCHORS. �.. __._.... A_ 1..:. ,....,�1-. �: -. (ALE SpINUKE , T„ , (SR 9CNEDUi (sa SCHEDULE TN , , ♦ ( ON SHIM 3) ON LIEU 3) 'i i I or 1 o0t LaJ c 1 I , MAX I 5011is OF 4. r • 6 IH• aL : , MALL I J LD. r 1 , v ; E.D. , lm ,.�.-. ® EII I �I 1'IO WWII KMCONCRETE ANCHORS / 1XII OOOWMT[ BLOCIt 1 �L-_.Ile-i Da ( ., j J 1 I - V ----- _ 1 _ __... J - ----_J -EOM+--E/�•-- 12 Ilr p -,• Mn. / ---ALiP1ATE / BET�a1LLr 9R[71 SOLD lac LOGA7IONAEXISTING PMM CONCRETE ' -ONE d LTERNATE CMCITETFi_ .._. PIDUII[D COtKRETE CONCREr[ AMCNHORS ..I ARE USED NNCNORS W W CSNCRETE BLOCR REQUIRED. s W/ oz (LEa SCKpua ON SMU75 9 THROUGH 10) s�EETs SCHEDULE °" 10) NTNG NO LEAF 11 �OY�aIL! sGAa 3n-, MINI .T FLOM" BUILDING CODE Non R VRoot "Hu one Zino 0. 44167 41NN ,umo ,w 24 RABE GALVAHM STEEL STORY PANEL oWr,','W E.D.. EDGE oi6TANCE NOTE. FOR COYEBFNTION of sE_cT1ON6; � IF * � # �.. .42 STATE 0 =--i- 1 L E C O tN1. PROTECTION PRODUCTS, uc• (SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE 90'•. -- 0A7i SHEETS 9 A 10) COMBINED IN ANY WAY TO SUIT ANY '2ORIOT',L_ •. N 4,,,A,NGMti„3n„��' 0-173 INSTALLATION. %(J ••. •G• /y 'r+�w -+H PPnHc: TUN)w-Na, rr. (FN7FN-nn 2NSM •. • a1W/e NM 4N 1 rW2T . or N ON ANCHORS SEE SCHEDULE ON SHEET 11) t/4• -_j MAX. I T. I I 1 1 I 1Q I i I 1 1Ny-N.1' 4-- PANEL LENGTH ('SEE SCHEMJ , ON 9EPT 3) I I ® OF 'L' MAX. I a 12 1/2' O.C. I 1 I i f CK WCOO RNUIRED (BEER 11) SCHEDULE ON - ...:..-_c WOOD ANCHORS 3/4 -...-. --._-2' MA.... ALMRHATWE SCALE 3/3-1- NOTE FOR COYRNATION OF SECTDNs: ' 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. TOP A BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (.•.I) AND PANEL LENGTHS COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECM DENSITY OF OJSS OR EQUAL ALTERNATE WOOD ANCHOON RS SF�EET 11) LL RWEOOWN E .. WOOD ANCHORS _ (SEE SO4E(NLE ON BNEET „) BUILD -OUT MOUNT1NTi ALTERNATIVE 4W IIMIA.•. SCALE 3/6.1' ALTERNATE LEG _ �, I ,• ten. _ �R.tir NDI 1I11eWR a,W /2• I I M"ia''• ItAL14 ",' W"K @MIS • W { 1 � 1 I CLASS. I 1 INS -AI• l• AUK. PANEL LENGTH Mar (SEE SCHEDULE out T-eY ON 9NFE'T 3) tom-- L OF L MAX. �P Q) cn j O � U Tr. co O c . � cun- U cncu 60•6 CD O cuVI c: O '0 O EC LL .(n CD cn C �� O ^CD -0 U) \\\ ( A =j �L (AD` W C) '-; C LA.) Q 'O ,Q i W 4v a7. �� N U) r Q G A Q •� ro N3 Hun u L CL-0 roMi 1 UO P i 1� j5 O W SHEET NO. S H 1.3 Y�■;r1111Y�iI�iIJ 14:J11 , I . i 1 L 1' 1 OR MARES I 1 s 1A.ti Nt 1 ��' 2'••' MOOD r.�-V✓-"VMOTOR fCNA:RE7t eWClt DR- BLOCK r�1oo614tAMt 1 1 {/�/,� �,p(/!�W _-2I1/2 PPM 13P TAPCOM . 1Y ot 2 ,/2' wr Awn A4X, A41RIEs 2 rowYMe•M31K•lea W< L <1S ; JtOa-Mta4 IEEE CHI •• f _ .OaD• IWOa MULL BOA N/oE31 01 • ; 2- 1 1/4 --..--..-- Mat. wa.. CAP 111111-NI4 • 12• aG 11/macro & sm-n ALm cPa MI ANOE CASE A (PLAN) SCALE 1/4•-1• 1.0 Pmn OVERLAP BEYaNO OPO" we" X . B.O. DISTANCE CASE E (PLAN) SCALE 1/4'.1' IEe Lor"m CASE B ( LAN) CASE C (PLAN) SCALE t/4'.r SCALE 1/4'-1" CASE F (PLAN) SCALE 1/4•-1' r r . ar 11aa j;;14011 ewi n Aim OONL ADr \ A110LE ,INN 1/ o 1 7/4• j TALON • 1 QC. t' lJ- NAv RNO ,N• w V0121lD CO NCKW. coicu W F I KM US rIC woo AME' CASE D (PLAN) SCALE 1/4•-1- \/J���J ® OR Pam om*ww p0a1Om RLL�q aoNpWT[ 1'TOR Wsonw aAA / 1E1NML M�igwi[7R oR 21N• 2000 SCE! OF OPENING lie ON a, V IIk ��LL77 nMK MIKW= j l As APPLIMA ,o a 11) 3/C Mo,. .���7 y/7�' IOU ENYED oft END PAN,J NASA A' CASE G (PLAN) 1LN'''�AcEN'p� ✓9 VALID FOR DWELT MOUNT PWALLATiW ON A -f CERTIFIED PANEL INSTALLATION AT WALLS w/ -' Nn AASA7 •. SURFACE LM W MIIONS WITHIN 3/4• MAXIMUM ♦ ! n DESIGN PRESSURE RATING (p s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL n INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL 1QINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS 6 14 7) VAX. A9.D. DESIGN PREM%tGE (P.A.0 MAXI MHI ANCHORS SPACING FOR E.D. - AS SHOWN ON BEEioljr- APPLICABLE A ANY THEM y�qy, PAmn LOOM TERN TAPCON LAG BCREIa PAELM47E FDA" 0 PAADAMTEUEIa1N0 PLUSQI 13' Ir Ir 13• r tr Ir Ir IV lr (SOWN) e , 2• a 1/2' a 1/r a 1/r2• (TOP) _ - a I/4_ 12 ,/!y4• (MR.•) W- on a' Ir 1• e' fTOM) LESS 17• ,3• 17• 7+45. -45 lfl913• Ir Ir 13• 13•on Ir IV 13• OWTTM6 1/2' 4 1/2• 6 1/r 6 1/2•r (SOP)- - a I/4• 12 1/2•4' To4 1/2• 4' 5 1/2' • 1/2• (To?) 14'-4•4 1/2• rI31 aww- 10 ,9 172• 11- Ir (TOP) IY 1r Ir2 • SEE TABLE /1 FOR APEX A.S.D. DESIGN LOADS k MAX. PANEL W40MS WHEN SPACER" 15 USED. CORRESPONDING ONLY TO ALTERWE 2W ON SHEET 6 NAIL AS.O. Dam RATING (PAI.) MIUOMUN ANCHM SPACING FOR CO. - AS SHOW ON REELS E A 7 APKC48LE To ALTERNATIVES t ANT' OF THEM y XUM PAMEL tD �H•'fH (N,) TIVCON LAG BCREw PANEUTATE FINALE ID PO4ILWE PLUS MOOD 9UIN N0 ,r ,r 1r Ir 1r let Ir tr it 13' r +r own" 6 1/2• a ,/r a t/r 4 1/2• a 1/2' (DIP) - - I ,/1' 19 1/2' 6 1/4' (NOR.•) 5-0• ' r 7 1/2• B' 9' - (HCHi on Lm 7 1/2• 0' r 6• - >13 la' 1r ,T 1r 7 im +sa. -45 +70. -76 Ir ,r 13" 13• 13• 1Y Ir Is, 13" Ir r Ir Ir 13• 1W a 1/4• N (IOLWN) 6 t/2• 6 1/2' 4 1/Y a 1/2• 9 1/2' (NOR) - - 6 t/r 12 1/2' a 1/4' mart..) >5'-r TO 4 1/2• r 7 1/2' 7 1/2• (Aar% 7• 5• r 5 lIr r a' - 3B (aRiw) ,7• ,2' tr tY S I/2• (LOP) • SEE TABLE f 1 FOR WX A.S.D. DESIGN LOADS A MAX. PANEL LENGTHS WFIEN SPACER ® IS USED, CORRESPONDING ONLY TO ALTEANXIE 2W ON SHEET 6 ASA DESIGN LOAD MAX"m Pma LOOM 40 PSF OR LESS 6'-B• > 40 PSF TO 50 PSF W-2• > 50 PSF TO 60 PSF 51-10• A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS w/ PANEL MATE AMALE ID OR PANEL MATE PLUS ANCHORS Nt w/-D(iT�NWI44 1/2• O.C. 1/4.0 INSTALLATION DETAILS INTO POURED CONCRETE OR POUNDS) FOR UFE SAFETY PANEL CONCRETE BLOCK STRUCTURES 1/410 (1) �lN o _ AICIO1t9r• __1 . __MHE MMCHW� Or_ . ONCETE$LOCI CONCRETE BLOCK 4) T LED.• j ED m 1 y I , 1 1 I 1 Ia- 9WI ARASS. p ` arII LASS -Y .,.• �_ - A G 1- ___.. -.. ♦ _ - - 9S IOIO#NNLi" ; I ' 6 1 LONGS, alw f.eT E70EIlysJ GILAAESfS 1 1 t• LKIW,I -._.-e WIDTH (SEE OMAftim SE ! (� AVAtION ON IN 12) j t• Mn CLEW 12) I T..._ i-, SO 1 L/2 E1DBT1110 P0401 E.O.• } owTeG H'�11!LA.i [ 0.• I I ; CONCRETE SLACK'�BLOM REQUIn. j i M,K at RE01ARm. ; aW,D:IN i I I I 1/4'O PANGAAIE _ vim 1/4•0 PWdIMTE PlllE_- AHCIGR • 12 1/2. O.C. REMLM PAIWIS ��� 9E(��LaLA}N2CHHOORRq(EYCIO) WALL M 3 pw Ep A: TI(Vl 3: �cEAi '.� FLOMDA BUILDING CODE Non h V.I Nwrk6ne Zone) * Sir : * INeW /ETOE4 Ae. 24 GAGE GALVANIZED STEEL STOW PANEL 7J' STIVE 0' • �coR10 - — 1 L E C O INN). eR RM eT GLOBAL Kmcm PRODUCTS. U.C. p /ONAIE 14 20-175 ' ," AN_ mow waW pM,)� 7sle TAM t2a)we an om m TIN PL WA/MpARis/MW NLf7R�III/rR J, PL riNm Lb 4a- • OMMQ 14 AT 14 ert 11. 1a N011 ANCIIeRi TrK a 1PMCeO AOR M•MW901W RITo WOD /MIW aUs/MO. MM,RAI ANCHOR .MONK AND NMAA UK pSMNCE AK .WOWED ON IRK SCIWOIAL FOR EA LESS TWO RelIG11ED ON aL7lEDUI MAR[ AIIC/OR /NIIONO N LRAmna SPATS slwN oN aralmuLc N THE touDeeM ►ACloea FNt tls OF•MTION W K AaOlOtsp wcw9 09WWD 1M pIC10R WILE 1,Dr K LEEK -TITAN IRIIaAY NICK Ma1611ED MR GOI ANCHOR tTK ON 7,K 1CIEDMG • I ti At011M 1,IE __I• 1MeIN Meurer Row aASW W 3 2 •WIIMMRIIM aNMe1M sAJ 3 3 A 3 IA 2aAMMW W ONMNIN aM D.i AllMI. aBK BMIQ R20WB as r oar lm al MAXIMUM A.S.D. DESIGN PRESSURE RATING (p,Ret) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR NORM PAWL n INSTA►! ATIONS INTO CONCRETE k CONCRETE BLS STRUCTURES (VALID ONLY FOR PANEL (�1 INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 t 5) NAIL. A.S.D. PRESSUTO DECIRE RATING MAOMRI MACHOS SPACING FOR MIN 4D. PER 9OEDI LE BELOW APRIt 11AOIIUY ,) MAX. A.AD. P,E� (P• MkV" ANON= SPACM FIX AM E.D. PER lCEDLKL KNOW Sit AAPPLICABLE sm. t �, IftlM9M LEG 1W ) 1100011 SOLD -SET nmMA SO, PUK 2NMC-wRLM CALX-RN AlE�' TAPCON SOLD -SET n I� t/Y11C-NYIJN;7-, II-IN W am"OI W W Wct& W om Dar W W W OF OF t +4t1. -A$ LOS +3• Ir ,r 1a• ,r ,r ,r ,r ,r ,r 1 r_-r OR IEEE •4 -•e +W. -aD 1 r , r , sIV 13' 13' tr IY ,3' 1r tr t1 t,r e,� all NOS tr IS' 1Y tr 1r 1r Ir ,r Ir Ir Ir 1 (1O11HOHp 1r Ir Ir Ir 1r Ir tr Ir Ir ,r ,1 1 1 mrm) ,r Ir Ir 13• 1r Ir TY Ir 13• ,r Ir ,r 2 (101) tr tr Ir lr Ir Ir Ir 1Y lr 1r 1Y , 1/ 2 (TOP) ,r ,3• U' 13• IV 13• fY ,3• 1]' ,3' ,7• Ir 2 (a0Rd1) Ir tr IV ,r 1r tr ,r 1r ,Y U• /Y 1 1 : (BOTTINO IF I3• ,r tr Ir Ir Ir IS' tr ,r ,r ,3' (r0P) ,r Ir 13• Ir tr ,r tr 13' Ir 13' Ir 11 I/2 3 (nP) 12 , 12 , e ,/,• 9 Ile 2 , 12 1/2 - - 9 1/4' a 1/4. 3 (BOTTOM) - - 2 1/2 2 1h 6 1/4• a I/4' 2 1/2 12 ,/2 - - a Ile a 1/C 3 OWIWep r r r r w r r r r r a• 7 1/2. 4 lTa►) e• 6 1/2, w e• e• 0 1/2• a• 1 1/r r a' r r 4 (INFO a• - r - r - a• - 11 - 1• - DIO Soto r - ..,r 6' - a' - a• - a - a' - (SO1T010 it -Ir ,r ,r ,r ,r Ir Ir IV Ir Ir 13• (TOT) IV Ir /3• ,r it ,Y ,]' 1!'-- ,Y Ir , i (T0h 1r 13• tr IV ' ,r Ir 13' ti' ,r 1r tr Ir S mot") Ir Ir Ir Ir Ir ,r lr 13 1r Ir Ir 11 y 5 Otarno ) 13' tY ,r Ir ,r Ir IF 13' 13• IV 13' 13• a (101) Ir Ir Ir Ir Ir Ir Ir IV 1r it 13' II t/2 i (TOP) _ _ e 1/4" 9 1/4• E I/4• 1 1/4' - - - - e 1 4• 6 1/Y 6 - - E Ile 6 1/4* 9 1/4' 9 1/1' - - - - 6 I/C 6 1 ,• s w Ir r ,r ,0 I/2 Ir r Ir r 7 1/2 -5-1 Ir TIN 1 (1'0P)r i6,�, ID 14'-4' Ir 9• tr Ir IF s 1/7 IF a , 3 11 , • e 1/2* Ir S t 1 >e,�, 10 r-E' Ir 7' Ir Ir 13• 9 1/2 IV 9 1/2 10 1/31 7 1/2 Ir r I (Saw Ir 7 ,/•r IV Ir Ir 10• Ir to* ,1• e• Ir E 1/r , (BORON) 13' r Ir 10 1/2 13• r 13' r 7 1/2 5 1/2 tr 4 l/r 2 (TOP) it 1' Ir ,r 1r 9 I/r, Ir 11/r 9 ,/r a , 1r 9 1/r 2 (TOP) Ir r 1T Ir 1r S 1/2 Ir 1 1/2 to 1/2 7 1/2 Ir 9 1/2. 2 (90TION) Ir 7 Sm. IY Ir ,r to ,r so, tl• r Ir 4 1/2' 2 (WITIO 0 1r 1• ,r ,r ,r 9 1/2 ,r 9 1/2 10 1/2 7 1/2 ,r 6 ,/2' 3 CMP) Ir 7 I/2• ,r ,r Ir to, ,r Ir it' r ,r a 1/2' 3 (TOP) 12 ,/2 12 1 e t/,• 6 1/4• 2 1/2. 9 I/,• - - a 1/4• 9 1/4' 3 (a0TT014 - - 2 1/2• 2 I/2 6 I/4. 4 1/4'_12 1 12 1/2 - - 6 I/C a I/O 3 (BOTTOM) r ] a r t/2• r J 1/2' s' 4' 4 1/2 7 a 1/Y 3 4 (TOP) 7 1/Y 3' B 6' T 4 9 4' 4 1/2' 3 1/r 6 1/2' Y • (TDP) e' e' r r 5 1/2' 7 1/2' (BOTTOM) a r - r r - 5 1/2' - 7 1/2 - 4 MOTION) 13' 7• ,Y IV 13' 9 1/2• 1r • 7/2' 10 1/2 7 1/2• 1r 6• (TOP) Ir a ,/r 13• Ir 13' 10' 13• SO' 111 4• Ir 4 1/2' 6 13' 13• 13' 9 ,/Y IV a 1/r O 'Ir 7 ,/r Ir 6 ,/r150011,0101Ir a 1/2' Ir Ir IF ,r Ir ,0• ,1' r Ir a 1/2• (EarWM ,r r Ir 10 1/2 Ir r tr T 7 I/2 5 1/2' Ir 4 1/2' a (TOP) ,r r Ir Ir IF a 1/r Ir 5 1/Y s I/r 9 ,/r Ir e 1 4' 9 1/A• 6 t/4• a 1 4' e t ,• 6 1 4' a apR •' - - 9 Ile 6 1 4• s 1, a 7//' - - - 6 t 4" a 1/1• S = SING 1t roll Mows WK a W*AXM NO MtAUAMO tl,n IOW MWRt NWDo= • NAMM MOOR SPOO M AND M Mr EDGE DOM= AM NOTATED CH THIS OMCOML FOR L.O. LUM THAN IO IM ON OAM U MD U ANCHOR SMM N MAWLTMO SPACING aM M ON 9t2e1>AE N THE FOLLMA 0=06. FOR TIED OPERATION 10 K MORAL MDMOED MAGMA OODOM NM ML7N 4MlL NO K LESS RAN WPM SPASM RO2A,E0 FOR EACH MICHON TTPE W „K o,aNtouE MOOR T,m i/4Y.,_ sP= / t/a•. tp1 ,pA, suo41MA t/4•P wul 1RM.a• N•Nm ANCHOR 9MOIN0 ) 3 3 3 3 2 lIr 2 ,/a AIIKRMEDr DO a 1 ,/Y r a a 'Ir 3 MaTAA :: Tart a a I/r 3 ,1r 3 ,ry 3 I/r 4 ARIL � i�BRt 039 - - - a6 --- -- 1m --- - -' 31 - - - — - - -- tar - WHEN SPACER IS USED. SEE /1 FOR MAX. ABA, DESIGN LOADS k MAX PAIFl 96EN SPACER S USED. IANi11 A RSA. DlSIGII L020 L �NLM/EL 40 PSF OR LESS 6'-6• > 40 PSF To so PSF 6'-2• > SO PSF TO 80 PSF 5'-10• A MAX. PANEL LENGTHS ARE VALID FOR INSTALLATIONS W/ SOUD SET ANCHORS t W/� SPACER AT 12 1/2" O.C. (SEE SECTIONS a ^`--- _..---- - ..- R-tA/T3�, HR�-� �1,�A.1ElSATMS ON 9KE1f tJ. 14.15 it/13. R-i9/1.Y. R-�/14, R-1Aw/15, R-2Aw/13, R-SAW/16. R-TRW/1S, R-29W/13, R-MMI//6. r i D.M..Q. - - - - -- - - - ------ - -- _ - 1— — 1- I OorO O 4� C __. O O O O v 1 r--T--- ---- I •i --- -�----- 1---- T----- � � I 1 I I I li� I I LA ! , 4•e-200- S.S. a X77% w1Aj1 v Mix (USE ovu r-LIFT j PANEL LOAM �'1 %R[pAAA PANEL , • - - • - - - - RLAXAM sr�RY PANEL t 1 i r-A• • +ADA. -40.o P.I. i (w/ OFFISH TAD PM[L tDIWN BOLT) S l �- - ---- - j , LIFE - QRN '1 r-r • +0a0. -"a M.N. (IN/1) OVERLAP IND PANEL LESSON a" i t 1 I •t l I _� 1/4'0-20.1' ` j _T•r,'- _ T j ` 1 1 I A LAE YA � PANEL LENOLN A I , TCF ............ __ _ ___ j N ss ears w,�N�9 • I i i i�, 1 IIOUN11M09 ` AT EA OVE711AT I I I i I , f e -__-� •LIFE SAFE7P : � I �( I , NAVEL 90TR,N CORNERS O 1 Woo NUT AT I4E 31M/0 NUT AT MAX LEFT PANEL ACTT PANEL ]• - t NSTA ATIONS O/AY w,uD FOR wIa t' MN. R-1A/13. R-2A/13. R-3A/14. R-/B/13. R-26/13. R-3B/14. I' wNL� SPEED UP 10 t70 m.P.N. R-LAW/1S• R-2AW/ib. R-3AW/16. R-TRW/iS, R-28W/15, R-3BW/16. - ----,/4. (SEE SECT,WR A ALITINATI4ES ON SHEETS 13, K 15 tR12. 00 LIFE SAFETY STORM PANEL I'1i ELEVATION (t) SCALE I/4•-)' REGULAR�/7�/ STORM PANEL (UK O.SKN •t ,101E Mum 1 STORM FAQ. I r------'I HNM / I ==J_. y.:=::::._= - -_ _.....s.: >s t/4. 1 Iorn ... MASS. OM > , ' -:s=s, LIFE SAFUY PANEL * Tf FLORIDA RUR,DING CODE Non M h VNoo NMrlloano Zone) �B Fs:S �RI01NG'i<N� aaKota,too Ra 24 GN14Y OAWANRED STEEL STOW PANEL OMAN W. I1 L I C O ms PROTECTION PRODUCTS• LLCM Maw SECTION A -A `— AN a. a, NRRKT SALE 1/4•-,• � •L•, wM.a..: •'w ,o.r-, 4r,-1m 1• PN,oNC (w)1rPW raft kbMMee-M 20-E7S ••••• 00m.. oRAMI• M- PL KN,/roNuuM/aoE G- 11 , eALWI Angkw A•., ►E a1M7 ,3 O n _" rN' 1q PLATE V FM 1•P 0 OR 9* VJAM ]+OR • r O.C. OOEem W/ STUD .4• WOOD two a PANEL I�IIF' FS' I. INSULLATION ARE ONLY VALID FOR A.S.O. DESIGN PRESSURE RATINGS P.O., AND PANEL LENGTHS AS PER ELEVATION ON It 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF OAS OR EQUAL I 1 , I t li 1 1/.kAl• ; 1/11N1 o,N Y-h L... . , I t• Marl. 1 I PANEL LEHOTH (SEE 0"110H .%1 ON SH!p 12) I 11 f r-+ 1 L/2 1 i 1 T le: M1 wua e • 1! , 0.0 �/4•a TAPCGN 2•.4' N/C SO • 1' O.C. PLATE 7:� d,iL'►.T:a1.T`.T[ 7TIi�aTi�ia�1.' �771H>rk . 1 • u , ►O 4 eW1a� M r � v MAX PANEL (SET ELEVATION y ON SHIEST 12) i I _ ) i N 1Dn Mt MAXIMUM A.S.D. DESIGN PRESSURE RATING (c.K.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL M INSTALLATIONS INTO CONCRETE & CONCRM BLOCK STRUCTURES (VALID ONLY FOR PANEL(DowAuAms AS PER SECTIONS 1 THRU 6. ON SHEETS 4 k 5) MAX A.S.O. DESIGN PRESSUIE V� MAXIMUM! NICIgRS SPACING FOR Wk E.D. PER SC OW SELCW APPLICABLE W211RM LD10, (R.) Mo. AS.D Dam PRE�IMIE PAIING MAWMIM ANCHORS WOWS MR MN LM PER 9CIEDIAE BELOW APPLICABLE t 1IAMXr Ron IEMOM (ti) LIPCON 9OUD-wT PANKLMAOT%IN TRIAL -MASH CN.K-N t TAPOOM SOIJD-SAT 7AYAL-IYNJI OYX-N WOaks W W WORION W 10 W W W W W OF TOO/"WORSE >+46, -K +79m-75 Ir it' tr it 13' 1r 1r , tr 12• 13• 10' , 8,_s, OR +7m-75 N$-Itae IF 6• IF 10 , IF a 1 ,r a 1 7 1 6 , Ir , 1 , r-e' 0m IEa Ir it, Ir it IF Ir IV it lr ,r it lr , (!whip +Y 9 1/2• tr Ir Ir r 13' 9• to' 7 ,/r tr r I (DDIW ,s „• ,r s IF ,r ,r ,r ,r ,r +r ,r : (loP) Ir a• ,r to , 1r • 1/2' ,r 9 I/2• 7 'Ir s ,n• u , +/r ,r it ,r A' Ir Ir 13• 1r ,r Ir it /r 2 (BOTTOM) Ir r Ir Ir Ir 9 1/2• 1,T• 9 1/r 0 1/2 7 ,/r jr 4 I/r .2 (MTINo ,]' „• ts' 13• 1r ,]• 13• Ir 13' 1Y ,J' ,r 3 ) iJ' Y Ir ,J' tr f ,/Y tr ! 1/2' ,0 I/r 7 1/2 ,]' 6' 7 (1D►) x 1 12 ,/ a I/C a I/C 12 , 12 1/2 - - 6 I/C 6 1/4. 3 (BD115M) - 2 I/x 2 , 9 1/4. 6 1/4• 2 1/2 a I/4 - - 4 1/4• a 1/4. 3 (a0M* r a' r r e r r 6 ,/r r r• r 4 t/2' , (TOP) r a' r 6 I/Y 7 J 1/L r 4• 4 lIr r a 1/r 2 1/r 4 (TOP) e' - 6' - 9 - 9 9' r - r - (wmw e - a ,/x' - e` - r - O ,n• - r - -- MTMM) Ir 1,•- Ir 13' ,r 13• Ir 13• IF 1Y 13• 10• 5 cloy _ Ir a ,/r Ir Ir 1r r Ir I. lr 7 ,/2' q•- S' S (AD►) 13• „• 13' 13' -1r /r ,r tr Ir 12' - 13• 1r (WMM) ,r r ,r -10 it tY S In' it a ,/r o ,/a 1 ,/r IV Sr Otorrom) ,r lr Ir ,r 1r Ir Ir ,r ,r Ir Ir 107 6 (tOP) IF 5• tr , Ir 9 1/r jr 6 1/2• 7 ,/r 5 t/2• it 4 1/r (1�P) _ _ 6 I/C 6 I/4• 6 ,/P 6 Ile - - - - 6 , 4• a 1 P 4 (BOTH.•• - - • ,/,' 4 1 P 0 I/P 4 , ,• 6 I/P 9 1 C - - a 1/4' s ,/4. 6 « 13' 1 1/2 Ir 13' ,r tr 13 to' I,• r la• 9 1/: 1 i6,�, To B`-V ,r r Ir 10 1 1r • 1 IF e , 7 , e i lr 4 , , To r-5' 13" 7 1/r Ir 13• 1T 0 t/2 Ir 10 1/2 11 1/2 r Ir r , (BD11oM) Ir _ a 1/r Ir Ir Ir r Ir 9• /r 7 1/r Ir r I MOTT010 1r 7 +/r ,r tY ,3• 10• 13' la' it" r 13' 4 1/2. 2 (TOP) Ir r' Ir 10 +/2 it a t/r, ,r -Ir 9 1/2' 7 I/r 5 ,/r tr 4 1/2' 2 (TOP) W 7 1/2• Ir 13• IV to I/2 it to 1/ 1 1 S• Ir r 2 (BOTTOM) Ir 7• IF Ir ,Y IS 1/r 9 I/2' 0 1/2 7 1/2' Ir 9 ,/r 2 (9o110M) 13• 7 I/2• ,r IV Ir 10 , ,r 101/2 , 1/2 r 13' r 3 (TOP) tr r 13' ,]' 13' 9 ,/2• ,a• a ,/Y 0 Ip 7 ,/T' 13• I• 7 (TavT 12 1/2-12 ,/ 6 ,/4• 6 ,/4 2 1/2 S 1/4• - - 9 1/C a 1/4. 3 (90TTOM) - - 2 1/2 12 1/2 9 I/C 4 1/4- 12 1/2' a I/4' - - 6 1/4• R I/4. 3 (BOTTOM) 7 t/2• 3 I/r r r 7 1/2- 4• a• 4 1/2• 5• 3 1/2' r r , (TaP) 7' r IF 5 1/r r 3 lIr r r 4 1/2• 3• E 1/r 2 1/2• 4 MP) r _ s• _ s• _ a• _ r - r - 4 cwrw _ e• - a lIr - e• - r - 131/2' - r - (Wnw 13• ,r tY 101 7r 10 1/2 11 1/ r IV r 6 (TOP) IF a 1/r it tr Ir S• IF 9' lr 7 1/2• 13' IF (ITN) �13 ,3' 7J' ,J' 10 , 1T ,0,n , 1 r IS' r S(6OT101Q tr r ta' 13• Ir 9 IR' IJ' 9 1/2' t0 1 1 ,/2' 13' r e (aOT101N) Ir Ir ,r 10 //2 lr ,D I/2 , , e• it 7- 6 ('TOP) it r Ir Ir a 1/r IJ' • 1/Y 7 1p' a 1/2• Ir 4 l/r a (tOPj 9 1 4. 6 , 4• S 1/4' 6 / C 6 / 4' 9 , 4' 4 (Wff.•• 4 1/4' 9 1 4. 6, 4' a 1/4-- _ - - - e , 4' e / ,• 6 pL WQT 11 IN MCMM TYK a MAOWO NOR WONA M M10 1K0 /MIN N&MM • NsRRY AAM,OR Imcmis AA• NFMaA EDX OWN= AN sOGTED ON D6 SCHEDULE MR E.D. I= am "MATED ON MM" SOAK ANCHOR MGM m SALinvm W*aa New CH 1R,WDIAE N 11t 10LldN• FAf1pr roIt 1Nls OPOIl11oN W K PKRE. "M CED SMOSA O9WM II M FACTOR SIML NOT K LOe 11YN ,WWAIN 1N,CRIE io"U FOR GCII AM" rl" ON iNW !1>M1AE. i/rM 1 4•• I/4•P Ipti t/4b I/41t AOOt 11•[ ,wm1m e1MM-KT -- r4M-MI ,WAea ma"m /MOO ) 3 3 a 3 2 l/r M I/I MWAIaM1 ON 3 3,/r r a 3'Ir 3 . erTA1W2Bid WAN A a a I/r 3 1/r 3 ,A 3 ,/a' AMK / e,l aq - - - ,Am nio r aM 1m - Om •• SPA WM ONLY VALID WHEN SMALLER IS USED. ME 1 FOR MAX. A.S.D. DESIGN LOADS t MAX. PANEL WHEN SPACER tS 1/4'0 TAPCOI___ „SNOT EIglA1FD 1/4-0 TA,CON, ANCHOR • 9' D.C. aorGR[1! K cx ANCHOR • r CONCRETE �o [A.• / 1 I EO• I I W,• GLASS I r � GLASS r14M � i 1 7• MOM. PANG. LEAGIH (SEE EILWTON W *w 12) i L/2 DALAI A RSA. DESIGN WAD " PNIEL 40 PSF OR LESS 6'-e• > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF W-101 A MAX. PANEL LENGTHS ARE VALID FOR NSTALLATIONS W/ SOUD SET ANCHORS ! w/ SPACER AT 12 1/2- O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES onsm POUM Ip rAPcoN_.----- - roulE4 tp tArran__.. o NCCRETEE BLOCK ANCGR • Y O.C. E ssm" ANCHOR • r O.C. RESUMED. REDIA ED. 1• MI, PAXAM CLAW r-o .rx�iysvr® 1 I VI/4'0 E.DSA EDA4•4CO TOWN ANCNIOR • r O.C. AMCHtoR • I' O.C. L' .W.7I�IGTE RE SOMMM OR KOCO REQUIRED. W WALL MOU sm VA" mxmm AIoIII nIB MOO - IWIE AS IftCiM FOR a6U4UTo4 INTO I= Fftm o1AL0a10•. U M O ANCHOR WVMM AND MIOAAN NaHaRr AOIOR RICO 1.y a AMAIsnM41 :M.. A. Dud 2WNa1NnH0, OPM14Y STAY 0•d 3 TOOK DOINGS ARE NOOATED ON nIW 9CHM" FOR E0. ms D9A eaaTm ON sCM,RE aL' = MISSION f VOW a ANTI aR e•sQ RIOM N 42AIrlrRN6 MICe1G STOMACH 202D%AE N THE fouow O rACTM TO eK OPOWON W K MdML REDUCED BALM OBTAMO wW FACT011 •1ML No K LEEK Two , , .. _-__—.---L_.- ,_-- a am -. am - wimmum MACH K0ASED NOR , A1a>w T•IR ON T1K anMMl_...._...._-- r J 1 LO• 1 .Y3ott• G .ate ) R V MAX R.::--. __. i.- .1 M r ? t• MAX. _ A4cL LENGTHPANEL Um" ....:- (SEE ELLMATION R I - _6 (SEE ELEVATION ..1• Will. I W BEET IT) Y I __ } ON 04MT 12) III'^SEPARAT1Otl I � R T--- - 1 R TO OlAS9. R I / 1 L•/T I LED.• i E.Q• / ; m 1 _—.i__. J E0SAM • ,! 1 •A. eta , D,4 i/41 TAPCON .:_�/4.O TAPCON `p.�ypA,g.NRNCGMR • r O.c. ppM6HIGR • r o.0. CONCRETE NOEL W OM 011 QONCIETE BL CL COWORMIEOWED. W HNtil"k,.- SGIE a/R-,• INSTAUATION MAILS FOR UFE SAEETY PANEL (1) INTO WOOD STRUCTURES -,/�-7- ROOD l w TAPOON � 1 .•. rAF,oW . a• O.C., . r D.C. `/ to -o • � 0 I-j �-u � 1 GLASS T a0. R Ar Em am am 11-0 QLASS T ' C •L• MA%. MA. -'T R. - ._ PN1Q LENGTH (SEE EIEVA. I I TEES [IE1IA110N R ON SHEET 12) s 1 ! W lUNEET 12) 1 t J R i L/2 aAS at l \ 1 I 2•N• ARM r: 2•.4• I . PLATT 1 ` (y RATE REQUIRED j �•. i1 i T� /4y PAN6'LMATE PINS RlDIIREO I '` I '.i I . 7/CA PALE ARISE PLI/S : I MACHO • 12 t/2. O.C. I t ISICNdI • 12 1/r O.O. ! O�F€-�i►RET4L •ININ/IHA.A WALL l�INN A. TIN[/l TEAL scnE 3/Mr BAN • EN4%... .44167 ': FLONU BUILDING CODE Non h VelocityNMNAoone Zone ll�-S A am ,47em. Oat. I. ARE ONLY VALD FOR MAX. A.S.O. STATE OF /' 21 GAGE 6AlVANIZ[D STEEL STORY PANEL, sn INSTALLATION DESIGN PRESSURE RATINGS (P.A. r AI PANEL �0:• /'[OR _.. L PROTECTION PRODLICIS. LLCM SHEET IL ECO ING. p oft LENGTHS AS PER ELEVATION ON 12. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD SIONA1. •IDA L. al a114 / �- -- m- 20-17s MEMBERS To BE SOUTHERN PINE No 2. W/ SPECIFIC NANMN,M11M1 ( A~,.: 4n NM . P- :; n19ND (.N)RW_INL AM Oet)Ke.am 01EN511Y DF OSS OR EOLW_ AN. Aw. aNNAW NA PL ,rLt1M°`A°0°I11w„ PL •Am to AS Is N N ..0 CO N —cu V! U N 2 Q O "O O ca a c UL O O C Q O N O U- 0 cu .w (n 'a (D E� — O �0 O Q c- � ``�^^ CL / O Ln .> O O CI) J IN �+ 17 I/, -0 CD ►_ c C-1 TT 6 Ix� Q• l . (Si ja 4 N V .� C WE 5 a W cn L CU co ca O CL CL A< U clu p cu L m LLI Q Z Z Q J a SHEET NO. SH 1.4. IJAEA EZI/118, EM/18 ANCHM SECTION E21 A AL7gM-ft4 171W ON SHUT IS) - MIA. MR. 1*(SU Molt 2) ;Fr A! ? T SON OF 'L J(ENO PANEL) (JNTER1OR'P;NEL) (INTERIOR PANEL) (INTERIOR (END PANEL)11 MAX SEE NOTES 2, 3, 4 I I I I I I SEE NOTES 2. 3, 4 PANEL LENGTH AS 40D pI.1 AM JJ_ ME BE AGANS (SIX SECTIONS APPLICABLE) BOX ju. 1 [1 4 11 El U MAX, �11-1 I UT T I TT 1-11 I ILI _j -1 L 1- -1 -1 L -1 3- MSEE NOW 4Non3" WAR. �! 1, L(DAIA/0 ANCHORS SECTION EZI A, ALTERNUJIVE 01111 ON SHEET 18; EZ I 18, P- Ez I W/ I a TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL Q) SYSTEM M AP SECTION A -A 44 SCALE- 3/32--l' :10x ENGINEERING ENIMINCERING EXPRE111210 PRODUCT EVALUATION REPORT septenew15,2020 AppocoftnNumber: 17669j-R2 EX ftled Number. 20-31543 Product Menubftw. AN Arnarken Shutions and Gras Manulackwer Address; 1540 Donne Road ~ Palm Beach. FL 33400 Product Jai As SI, Devor"on: 24p Galvanized 819M SWM Panels Large MWWI@ Impact Resistant Scope of Evaluation: This Product Evaluation Report Is being Issued In Apowntence with the tBASSIANIANsmseft of the Florida DARISERIgnint of Business and Professional Regulation (Florida Ot**V Commission) Rule Chapter 81G20-3,008. FAC., for steel , . Ascosphance per Method I (d). The product noted above has been tested and/or evaluded as surnmerized herrain to show compliance with the Florida Sulding Code Seventh Edition (2020) and Is. for the piP intiendod. at Nast equivalent to that required by the Code. R*.wokmoon of INIS product *W be required following perfinent Florida BulkIng Code "odtlicatiors; or 'EMAINIMPTAN. Substantiating Data: I PaOADLICT EVALLIATKKDMLMWRM EX dranving XM-31543 OW '249s Galvenized Steel ShArm Panels "AQ 6 Non-HVHZ)-, shoeft 1-5. (xepard by Engineering Express, signed III soiftd by Frank Sennardo, P.E. In an Integral pad of Oft Evokolon Report. I TRIST REPORTS Uniform stolic, structural performer" has been tested In accordance with TAS Z02 led standards PER test ceport(s) MT-ASO-1 7-M by OWbrdw Testing. Inc. Love missile impact resistance slid cycle leading performance has been hAs*Nd In accordanos with TAS 201 and TIES 203 test nk par tog reports) OBT-ASG-17-001 by Shickwastar Testing. One. STRUC Structural engineering celculellorm heve been Prepared which evaluele the product based on oompeI*" wWor mOmW anslyals to quaff the following design crilerls: 1, hisairmernAllowable "ne 2. Minimum Allowable f1pens, 3. Marelmum Glees Separation 4. Anchor 11pecing 160 SAW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (9S4) 354.0660 1 (666) 396-9999 TSAIIOE:G IIIIININGFIAPHIss.com ENGI I liti NGFX PRESS. co" W'O ALUMINUM AT 2 PER PAWL IAk LAST PANELCD TO BE INSTALLED AT EACH OPENING SMALL ALWAYS BE PROVIDED W1 REAR MANGLE TO FACKLITATE INSTALLATION IF INTENDED TO BE IRSTALLEE) FROM INSIDE OF STRUCTURE. I NOTES * (1). iMMI&W 20DO: E-Z RANG STORM PANEL SYSTEM P L + cant. TRACKS TOP & BOTTOM. (2). END PANELS SHALL KCONNECTED TO BOTTOM TRACK CTHERMIRSE A STOP ar - BE PROVIDED AT TOP OF SUCH PANELS. (3). IF FMAD PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SMALL CONSIST OF 1/4.6-20*3/4- U.S. W/ 7/11'*x3/37* WING NUT OR 4 L=3/;4 MI.. THUMBSCREW MID TAPPED BOTTOM TRACK, III FASTENERS MAY BE AT EITHER OF TWO 017TERIOR FLAT FLANGES OF END PAWL. (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i... A STOP GAVE IS ONLY USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED 70 BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE AN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION, t INSTALLATIONS ONLY VALID FOR WIND SPEED UP TO 170m.p.h. I ENGINEERING Page 2 of 2 All American Shutters and CAm - USE Galvanized Steel Storm Panels 140 33% Increase In aftmble stress has bow Load In the design of this produM Separation from glazing to not required for WoWWWo milaide of wind zwo 4 end womW fadNes. Impact Resistance: LOW Impact Resistance has been deenonsh as, evidenced In pf*WoLi* §Med NO report(s), end Is accounted for In On wokwwft deelp of"Alls product. Wind Load Resistance This product has been designed to resI Wind Weft as indicated [nine spenedheduls(s) an the respective Product Evaluation Document 0e. *ngkwwft draggAft). Installation Tits product shel be Installed in sift emomms with Its respective, Product Evalundw Dominant #.a. erlpineeft drawing), along with al componervis noted theren. Product mrSponents sinall be of the mated" specilled In that product's Respective Product Evalustion Document 0e. erginageft drawing). Lknitations & CondWons of Use. Use of this product shel be in Strict accordance with the respoclive Product Evoka" Document 0.e. ongfrPronni; drinving) as noted harem. AN supporting host *hKWrn Shelf be designed to raislet all superimposed beds and shall be of a mdardal IEA In Uft product's, respective anchoAr schedule. Hod Istruchera, conditions which we not woounbd for In this product's respective anchor ad MAN shall be designed for an a sk*4p*dk b" by a registered prosssbnW -0- AR oomponervis which am Permanently Installed shall be protected against oonvelon, conlarninvilm, and other such damage at BE Ornes. This product has been designed for we WNW and oulskle the High Velocity Hurricane Zone (HVHZ). Respectfully. NC •TryL 47 Frank Elennardo. PE EmOINEERm EVIRSESSES #PE0046549 I Cert. Auth. 9995 160 SAW 12'- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1 (566) 396-9999 TEAM 0 ENGINE! MINCE XPRESS. CON ERGIAA91RIkGEXPR1SS.CoM L 4 (A, IAN T1 Vr ArV-7- 611 T_- �j Ir... Nrf- ml RE le :T LI IS VIALili LC II fI- \(D -Ir ..... 64!' Frot I Af I I.A. COLTIV_MWR POINT VATKIN vnY NI.ANI 3111. • AIR r 'CL A, X ZZ Ira q ~1 "NIP I Hil 1 14 AAN 1-., 1. 17. A, C:lj-c 11 "N T 4. CF: _'3 -L. 20-31543 �•r• L.:-PRIM:. INSTALLATION INTO DETAILS FOR POURED CONCRETE. CONCRETE SERIES 2000 E-Z HANG STORM BLOCK AND WOOD PANEL STRUCTURES POUM _J/ 4 -0 TAINDON Ac. ANCHOR a Ir* O.C. Ales TAMN 114.1' HEX HEAD TIEK ---licnor ANIA w , ___#14.1 ND HEAD YEN ANCHOR 0 12* D.C. 9 3/4, FROM EDGE OF (D SAW 06C FUSSY or Z,* 1/2 1/2 To OLASS = SAAA POP POP RIVET (D MIAMI! VAX As MAX PWNZL LENGTH is. sx� PANEL LENGTH 1 11 MIA. 1 70 GLASS. OF V sex OFIV f L W4'0 TA1PCO11 ANCHOR 12* D.C. 1/4-0 TAPCON WOOK) ANCHOR 0 12' ca CoNcitm BLOCK $MQLWM REOLMO %MIMI SCALE 3/8-1 A AM All NO N A7 I FZjW SCALE 3/8-1- MwwNl MIN. PANEL LENGTH 1. INSTALLATION ARE ONLY VALID FOR MAX. A.SD. DESIGN SMALL BE 2'-8* PRESSURE RATING +/ 40.0 P.O. AND 6' -0" MAY PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD FLORIDA BUILDING CODE (Non III Vence fty Hu mo. 44 157 24 GAGE GALVANIZED STEEL STORM PANEL STATE OWMAL PROTECTION 4�T�ILCO,.. PRODUCTS. LLC. 4M %.W. 5 WARM -.1 - MAL ALINI. one Zo"), MEMBERS TO BE SOUTHERN PINE No 2, Wl SPECIFIC m I. RANAL AL � FROM- (NMHss7SM, JAII, 20-175 DENSITY OF 0.55 OR EQUAL. off##WA CL= HP I MM 0MARMS t UNIEVIIATE A• PtA I!= L Imm Is IF AN 7 ALL AMERICAN SHUTTERS AND GLASS ' 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMM (PEAR TO PANEL SPAN) TYP. TYPE AS REQ'D) SECTIONS OPTIONAL 420 STITCH BOLTS WITH WASHeRED WINGNUTS FASTENED 4 OVERLAPS 41 MIDSPAN1. APPROPRIATE SPAN TABLE) PLAN V[eW BOTTOM AM TYPE REQ'D) MWAY BE AT 7 0 IS" TYPICAL VERTICAL MOUNT ELEVATION N.T.S. ELEVATION TOP MOUNT I— ___ LATH I REQ'D) \ , I BOTTOM wrTRUCTTON AS REQ'D) (LOCATION MAY VARY) TO NT t1AS REQ' BOTTOM MOUNT (MPAH (SPAN BELOW TYPE AS 1115q'D) OBSTRUCTION) PANELS MAY OLNCYrCHEOAS REQUIRED, n1%AL.4'.11) STITCH WASHERED PROVIDED THAT MNNECrIPAT AND 0 1 ANCHORS ARE USED WHICH SATISFY W114GNITS FASTENED 0 SPANS ABOVE A BELOW CIREFTRUCTION I OVEPU-S 0 MIDSP&N (USE APPROPRIATE SPAN 5M VERTICAL MOUNT ELEVATION /1� (NOTCHED PANELS) / N.71S. \I ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM STORM PANEL SEPARATION FROM GLASS (MV14t. WIND ZONE 4 ISSENTAL FACILIT" MAXIMUM DESIGNAIIDWAeIf NIISTALLATIONSLESS INSTALLATIONSGREATER PRESSURE SPAN JLPUI) THANWASADVIGRADE 7MM30'AWWGRADE (PSF) In 2ml6lr___._. "DAN BASE I i-D . 2161. .. 2_16. ./.So is "in 2.16 In BOB 1. ii� A 612 An 609 2S3 III, ,/.AM 212 111 DFAN �.&MtUUI_rz NU I Lb: 1. ENTER SPAN SCHEDULES WITH NEGATIVE OISION LOAD 6 PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWAKE STORM PANEL SPAN. SCHMXU IS ACCEPTABLE FOR M WITH POST" LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOA05. LN ADD, N ON WITH ALL TM EXTRUSIONS STUDDED ANGLE ETC.). USE 6.25' PANE, FASTERERSPACING TABLE VALUES FOR ALL -W- AND 'U'-HEADERS (INCLUDING BUILD OUT CONDITIONS). 3 LINEAR INTERPOLATMN BETWEEN LOADS IS A&Fri;iii ormeRwise USE NEXT HIGHISIR WAD. I. ENTER SPAN SCHEDULE WITH POSITIVE OMGAN LOAD TO DETMMIME MINIMUM ALUCAVASLA SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE Mff HIGHER LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF IESSWIN. FACILITIES IN ASTIM WIND ZONES I THROWN 3. THE GLASS SEPARATION SCHIEDULE IS NOT REWIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED CMUNG IS REQUIRED. f MAXIMUM ALLOWABLE r4v" DESIGN PRESSURES'. mr. AS NOTED IN DESIGNI DESIGN NOTES: I SCHEDULES POSITIVE AND NEGATIVE DESIGN PRESSURES CALCJ)LATED FOR USE WITH THIS SYSTEM SMALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE MORMNIFION100% PH"MrANADSCIAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN 01, UAL TO THE POSITIVE OP. NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS S N. GENERAL NOTES: TK5 SPECIFICATION HAS BEEN DESIGNED AND SHALLBE FABRICATED IN HAS BEEN USED IN THE E PROJECT OSH L PONSAILI To THIS DESIGN ACTOR, a BHA" BE WINE IN SPANS CORTMeo PAN CALCULATIONS AS BASED ON MAXIMUM TESTED 11. TOP N BOTTOM VeTAILS SHOWN MAYBE INTEACKAHOCII AS MW CONDI I No "10WSD[= PANeLSMAY&EMOUN eDVER71CALLYOR PIZ Y LICAW.A. 12 CoNcftTE,NMORSNOTOOMMNSWALA.989MAMOSOM NON -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER KAMUFA RERS OMMENDATIONS. 13. T4W CONTIA AC% ASI1 ROPONSIOLI TO I�NOSVIATII OR PROTICT ALL MEMBERS FROM O&SN.V MIA - TO " "I P. ETA � To A RVITE SHOWN ONLY. USE Of THIS SPEa CATION 3110CPANIFIES & EAVES HARMLESS THIN ENGINEER FOR ALL COST A DAM GeS INCLUDING ALPENA, 11 FEES NEE ' FROM MATERIAL , C.. N'CPRACTI ES BEYOND THAT FABRICATIOk7 ' e C SYSTEM eAA tv"ICM a CALLED No NY-:-C*AN STAYe'T �U`- CAB Coces a FROM OEVIATWHS OF THIS MAN. 15 EtCE"A$eXPRMLYP MERION NO ADDITIONAL CIATTIFICAMNS OR AFFIRMATIONS AM I NT§NblV. Is. ALTERATIONS �DIrION&ORO"lRMARCNGZTO�MUM� ARE NOT PERNIMb AND INVALIDATE THIS CE012MCATION 11. PANELS MINIMUM OF(1)LABEL VISIT ECALIC.110131"S WpT Z;V�211IVABLE SPAN SCHEDULE Z:� O le 3mmil 3E Top mom W H"dw I v* 2r fluddoul *Lr Hood. cr ZY 20" 24 HANNA (or, 2r 1 2 ar r ti 1111 31` if" 33" my at•_"r 711` SUNIAVAgAPAINAMIM-013 2r Zr IT* I 313P IT 7ir 11". sr MPNN 4. W ar 2,r 30, _v_ 4� Inc" sr A, _M1 -Ior rR Cow,TRIAS I III, AN, lo PAWL �TAAS a" IN. TIDY wn. IN 1Aft9 - An No" A X LAST PANEL "I-. PRADMINMARAUH, Uj III PH - I WAIIHIAW W!AAANMUtaHrMW ` ONNASIDE rAQ A- M,,AI,IAN SCR,`I (coMPAI lImmm " AI'McIg" /AA`TYOM` PXNANT (A:,x*iYYAvAs no.) As 2. W sA. aggggrugm COAAAA.Aft is NeWMAXI Ig,&N AMB. � is �Yeg - YHI, NR,rH,H* � NQUNYRRI OPINNATIM Allow. I MHgM1ARIAIQQMJMAAUAW1 RD se -TUNA FROM GLASS S',ALAt PAR DIFTAIL ARMED T" lkn� MOUNTING cc`PN`1 A. = fi� am") AND )." PA.", a ScTH . IANQ IPS TAI AX)TN I I" AZT= 'Asn'Almo la.rmon-c (D20PTH1QN&AL.INTERI0R FASTENING DETAIL N.T.S, waoD ARAMAIC- IN)"a ANUARIL) AL EGRESS PANEL DETAIL INTERIOR FASTENING I OW r=20-=31 I'_2 250, 0 094" '2 AI" O'U i q4 0 4- 0.12S" IDGA GE2. TYP. TIP T 4 EN 0. +0 001164; ale 1.91(r 1,030" �O oe� mi, 21000, .06 3Wj 40 TYP. 250m -4 2.000- 1- 2.000' 2. Dow d SULD-ASALIT V HEADER 1411 9 3.380" MAX.0 313" Pa2l 1.S1DAJI.56O4-sic 013651- 0 5 As Of 14.075' PANEL LEN "?TT %.n, 0 3SO11 S_F 0,179'- 12.500 ...... COVERAGE 4"1 - .4-SAY DERICMN ASEA, lrzo g, I L 0.01101 ;,. ROLI,,�UA.)Wj TYP A, 9" 0 376" AN T1 In 111C 0WCTWN 12 _D.12Y' RAI 0, A, -1. . * MIAMI r I PIA X. OVERLAP .25'KAX. 6A) C*"NN G`021241 WAN' A3.IEASY_TN , �77 .1: 1: 1 �: 11 23MAX. MAX, LIJ BUILD -OUT OISTANCE 1.000" I rn_i)Z�.Tn 6a "Frf TYP T N 4211 0 L EMBED ;;w ri^I'r: 3.62(r MAXMAX' _15:_/ 2S' MAX. 1.500, MIN, I dill MIN, MLLLCORRERCk"ARMAL SeD ".1 11" O 0 1 a milli HT" ANCHOR SPACING SCHEDULE: 24 AIR UGE PANELS; PANEL FASTENERS 0 il, S" O.C. 2.3" BIDGI! DISTANCE MAN �N P*vs"= 114711 IE SPMUPTQ -a- SAP AKUPMAY SPAR UP TO 1 .1 CONN TYPO 0 C2 C3 C4 CUBAN Type CA C2 CA C4 MIAMI Type C1 CZ CIA C4 31.4' . 1.2140 OA� ,y2_ 01WALTuLTW04 41 46 12.5`1 16.01, 1+x, 9.9" a.511 26,01,110.2 A 9 12.Sr' 16.9* 11.8 IS' 12. i-2 -v !Ga. 26 F So 1 1 5*1 19,91, BA., 5.4- 112.11" 16.0- 8.1' 5.4" 194" 9.2- .1: 1 jLL IM S.V &4' IS 9' 115.0- 61' L4- 12.5* ISO* Ll" 514, LIS ; 16g, - -•16.01 12.'r',' 1.11 5.41, 11 33 22.511 Is.d. 36.0-1 2110. .2 9 1 a ILIF' 1.2 W tS.0- 11 4" Wl"I OOlKT ULTRK*N 41 1, -1v FIT, Z FI 1,; 1. F � I .1". 'm fi-SM10P FF I 1: 260. W.' ,�_ L fiLl' 'ILD, TA'. 12 nv le w zsv; 11.q. 11 AT 24." 1LE 9.8 126v ifilab 11 Wk P v 12.5" 16,01, ILVI 011 11.91, 0.51, 12.11, 16.0* 11.4" 91611 Iz i1U880 1*IqW"S=U0 33 12,11" 16.0- ISAY' 1150' 1Z63" 14.11" 111" L3+4" 12.5" 10 11" 14.13" 111" pp -1 41 12.5 10.0'. 13.6. !ILL 14M 12.5" 16.0" 12.S1.10.7.. SAS, 16 (7, ISW, 13 J" 119" 16 0" ILS:� L2.:" I:.0 I ". 10 46 It i2.T. 1 0" 1+.4" a 12,r jLL 3 jLt AL 1 1 I I., - Als I LNUF 1INH.1-.1. 7177,7fir-M H F 9 f i 9 11. f 71 i4i UL +*Z - Hit ff". 41 49 18.01' 16.0" 160' i1j" 16.0" ig,?" LIN' 12.9" id-b" 151"Jill"I IZV 2SCr* IGLO" 34.1" =,!!" 16.0" 15.3" 1.1.2" 12 SC 52 Iz.S 26.a. 1co.. 23.0r. 12's.. IS.S. lix. 71 la.F' 16,01' 21IT' ]3 E' 11.5" 16&' iLS" 1.1.2" 2.S* WGK DISTANCE 311C I. Vr exam 33 4.251, 104 .1 4, 2r, *.3* 49 72 4,7 6.2 &Z 6.21,11 It- 44 $2 7Z 12,5" 1" 3.0" G.ZT 10,11 43" 1 44" 4,43' 10.7- 4.2" IAZ 7 4,25" 6.2F' 113, 2'. 4 SIL 6,29- 10.7" 4,1' 4.4V ILL 10.7"1 4. 1" 1 4.0" 6,25- 10.7" 4. A." 1 4.0' 10.7- ILI,, I14. 1 11, 111 33 12 S, 14 a. 1.. 21 ST. JL5 !a a'. 7.. 1 T.B.. 119i"; I ALL KINTIAW1.11A SIT 41 ILS11 _ 16.01, 2LT' 9.1- 12.5., 5.0" 7.8" 1 ALT' 12,5" 14,0* 7.8" 15,11" 1 12. F; 16.01- 9,7- ?.S' 12.5" 16,0;' 7.7&2" 12.5" 16.0- 7.7- 6.2*' " 52 12.5" -,-: I- a,:, 1 14.01 717 6. 7a 1I.W. 1 7. A,1 2 - 16+01 T.J.- .2" 12,91, 1:,- 1/1. .510 33 IN2; 59 4.4" 4.1" 4,23" 110.3' 4.0" L7- flf: 1514; 16- 3. &25" 19 21, is, I— A - 41 48 11121.5- 4.4- 41J - '25. 9.2.. 5� I - 16.:z,7 ',IT' 4.1' 1 18" 6,25" 9. 2" 3,11" IS" 1 625- 1 I.W' 35- W.- I 2, A.25"JIM��' 9 __ ... 111.1 11. �� O.St" 3.5" IT, CoNer"I OWN TYPE CORR TYPE ANCHOR FRMMRC TyPB CIP"I C1 U C:3 C4 CA Cz 0 C4 CA CIA = C4 1/1 Mow 33 12-91, -1. ft LZ,S" 76-0- ISO' &r 32.5' M.0" 13.11" 0.0 12.5" Id.D- 14.11" 0 IF' A 4 16,0" 7.5- 12.F' 16.0" t4.7 * 6.0' 125' 16.0' 14.7" 6.13" Az 27 rid-.160. SI?- T' 16.0" 14.7" SO' 12. S" J6.13' 34.7" I, AA�!Y' 1110 14.7- 8,01 %I'v, 16.01, 1,4111 4+13. 12.41" 16.11" ICY,- ur ONOCID 73 t25' I&AY, 16.0" 20,11, 12.5" SSE. ".. Z' AS' 12, F' !N2, LN'" AR�o 6CIUW 41 125- 16.01- 14.2- Ll' 12.5" 16.01, 9.71, 55. W.F. I. . z 11K 4 IO 111. 54 315�(Y� F?.7 i - 12LV -.76 9'0 5.4 T6 !3 72 I 11.51, III* 16.01, 9161, AEC 12.51, 12.4' 1 ICO" 0.6" IS' 12.5" .0* 9.0- 3 d" 16.D' 9.4- 11,15"1 TAP GIUP -C AS' 41 12L5" AAAA)" IBIS" 115* 16.0- 9.2. 4! I �23 - 1450 ILA' ,:-": 10-1" 17.v, 1, 1610-1 C " - 122,F' I IG.D' 9.1: ra A.11. I9.1" US" 12.11" 34.0- 0A r/2-01 73AF-9-mm 33 1"1.. Sr. ld,cr tv. 12. kz.r %a - 70- 12.51 Id I" 4,,j;� !A' .11 IIIIIII-R^M 42 15.0 .9 297, 1 , 4 01 WOODAN's"HIC 40 SI _jjj� 123" 4.7'� 4c` 62S" 12.34 4.?'- 625 12 3" 4 1" &Zy' it 3" 72 ANCHOR NOTES: I ANCHORSOIEDULE APPURSTOALL PRODUCTS MRTIFIEPHEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALLAPPLY, 2, ENTER ANCHOR SCHEDULE BASEDON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, & ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPANS ELEa CONNECTION TYPE WED ON APPROPRIATE MOU N71NG CONDITrON (SEE MOUNTING DETAILS ON ( D ANGLE ETC a LD" O.C. ►ANlL ASTE NlR SPACING TABLE V WCS POR ALL I'- AND "U'-HEADEqS 01 No 01.1 LDO CohcmcNS) 1 ENN13 OU LDO 4, ANCHORS Be IN TALLED IN ACCORDANCE WITH MANUFACrURERS'RECOMMENDATIONS S. HOLLOW IIL= HOST STRIUCTURe SHALL CONFORM TO ACTH C90 kOM 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE, 7, MINSIMUM EMBEDMENT AND ISCAGE DISTANCE EXCLUDES STUCCO, FCAM, BRICK, AND OTHER WALL FINISHES. WALL FINISHES SHALL BE LIMITED TO t/4' MAX 09 SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER. LOADS TO MOST STRUCTURE. S. CONCRETE ANCI-ICARS NOTED HEREIN SHALL BE EMBEDDED TO UN-CRAWO CONCRETE ONLY. 9. WHERE EXISTING STRUCIURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. SO WHERE ANCHORS FASTEN TO NARROW PACE OF STUD FRAVIIING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4- (MIN.) WOOD STUD EDGE D167ANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SMALL BE -SOUTHERN G-OSS OR GREATER DENSITY. LAG SCREW SHALL HAVE PHI LIPS PAN HEAD CA HEX HEAD, I I REMOVABLE ANCHORS ARE: DEWALT PANELMATE, ALL-FOWTS 501-ID-SET S, BRASS BUSHING. JZ MACHINE SCREWS SHALL HAVE 11r MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFERA OTHER RICO) U.N.O. HeV It 13 MJPGMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR WALL FINISHES. 14. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. ": DIRECT MOUNTING CONDITIONS. LLLINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES L15TEO ON SHEET, I Nil 9 -00 > 2 0 C O CU 0 Cn 0 0 0 0 .0 U_ CU 0 -0 M '6 CU Icn E 2 c- C2 J02 ct• Cn a n Lo U11 0 Am's MW "lligg-10 iffilligga U) cc 0 L_ CL C -6-MARIF 0 0 co Cn Uj z AM 13 z R __j Q_ SHEET NO. SH 1.5 �ennar �r�eS Tov�nhoMe, 1532s��i 36423 G,adm�u�zl�u� 13P- 14'iS`I 1cwnho� i I (,r2AsyFF 3(o,42-r7 c-iw&on wo U B P, 75-� ko,,\,--] t b2-Y��� 3�431 C-,�., "L, bp,Ll -15- 3 T6D,n h or,,, �6zN�Ft �I 3oq3S- bv,(Aly C-,� Tower hoMe, Ib2yS F+3 E52- C�7 0A (k) O U