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Home My WebLink About36523-36537 Camp Fire TerI 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-B 1516 FLOOR PLAN (NOT USED) 5 UNIT-C 1624 FLOOR PLAN 6 1st FLOOR BUILDING PLAN 7 2nd FLOOR BUILDING PLAN 8 FRONT AND REAR ELEVATION 9 '° RIGHT AND LEFT ELEVATION ROOF PLAN ABBREVIATIONS 11 12 FLOOR FRAMING PLAN ROOF FRAMING PLAN AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FUR or Fir. Floor RAID or Red. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill 13 UNIT -A 1532 ELECTRICAL PLAN ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed 14 UNIT-B 1516 ELECTRICAL PLAN (NOT USED) AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator 15 UNIT-C 1624 ELECTRICAL PLAN ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. FooU Feet REQD or Req'd. Required -- -- - - - 16 ELECTRICAL SERVICE PLAN BF Bifold Door FTG or Ftg. Footing RM or Rm. Room I I F ---------- I- L1 LINTEL DETAILS BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor IRS, R/S, R/SH or R&S Rod and Shelf BM or BIT. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SO or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS BRG or BRG. Bearing HB Hose Bibb SH or 5h. Shelves - - I I - - - — I l S4 DETAILS C Carpet HC Hollow Core SHT Sheet _ ____-.__ -__ _- _- S5 DETAILS CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cit. Circle HGT or Hgt. Height SL or S.L. Side Lights S6 2-STORY DETAILS CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications ST STAIR DETAILS CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SO FT or SF or S.F. Square Foot (feet) SS RETROFIT DETAILS COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SO or Sq. Square D1 FRAMING DETAILS COL or Col. Column INSUL or Insul. Insulation STO Storage 00 ❑ ❑ ❑ El E] �❑ ❑❑ ❑❑ n ❑ ❑ ❑ �❑ - - COMM orComm. Community INTorInt. Interior SW or S.W. Shear Wall WP WATERPROOF DETAIL COMP or Comp. Compressor KANALL or K/Wall Kneewall SYP or S.Y.P. Souther Yellow Pine DE:] E:] [--J [::] EJEID PE 0 0 0 � ElLlE7 ❑ ❑ a CONN orCONN. Connection KS or K.S. Knee Space TB Towel Bar PA 1.0 PRODUCT APPROVAL NUMBERS CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered _ 00 _ El❑ a ❑ E] Ell ❑ El _ ILO a ❑ ❑ - ❑ ❑Ell 00 _ PA 1.1 PRODUCT APPROVAL NUMBERS CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken = o - _ _ _ 4 = PA 1.2 PRODUCT APPROVAL NUMBERS CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block - - - - - - - _ D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry PA 1.3 PRODUCT APPROVAL NUMBERS DB Door Bell LT LaundryTub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder UNIT -A 1532 UNIT-C 1624 UNIT-C 1624 UNIT -A 1532 PA 1.4 PRODUCT APPROVAL NUMBERS DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL DEC or Dec. Decorative MC Medicine Cabinet TRANS WOW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP orTyp. Typical SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DISTor Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise 4 UNIT TOWNHOMES SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL DMF Decorative Masonry Finish ML or M.L. Microlam V orv. Valve (shower or tub/shower) SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MIN or MICRO or Micro. Microwave VERTorVert. Vertical (A C C A) SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V. P. Diverter Valve (plumbing) OE or 0. E. Owner's Entry VTR or VTE Vent through Roof / Exterior DWorD.W. Dishwasher OPNGorOpn'g. Opening Worw Washer MEAN ROOF 15 FT. HIGH TYPICAL EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor FOR SINGLE STORY HOMES ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WDorWd Wood MEAN ROOF 30 FT. HIGH TYPICAL EWorE.W. Each Way PKTorPkt Pocket (Door) WOW HDR orWDW.HDR. Window Header FOR 2 STORY HOMES EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXTorExt. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet THIS DRAWING AND DESIGN IS VALID FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FOR 12 MONTHS AFTER THE DATE IT FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proofing) IS SIGNED AND SEALED OR WHILE FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener CURRENT CODE IS VALID FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric(Mesh) CODE REFERENCES ARE SUMMARIES FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Fit. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 OF CODE SECTIONS. PLAN REVISIONS SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these 05-21-16 1.00 NEW BUILDING CONFIGURATION 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 2 017 F B C CODE UPDATE review all the information contained in these documents, prior to 1 2-2 Q V-1 7 2.00 the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations UPDATED PER F D S REVIEW undetected and not reported to the Designer /Engineer prior to 06-27-1 7 2.01 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 12-19-20 3.0 FBC 2020 CODE UPDATE 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. E N G . REVISIONS PER TRUSS E N G . Payments will be made in accordance to the terms of the 02-16-21 4.0 agreement. 06-15-21 4.1 STAIR SECTION REVISED PER C.M.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 10-10-22 5.0 REV. ELEVATIONS PER C.M. 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 UNIT TH (1532 1624 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. 1 NEI 1 N O N am c� C c+ cc ra �- f E �, ay M V-) - /r O N O �- ?AU N v c T f, E: C F: 4� � rt�.'iditRi�'EM1 To the best of the Engineer's knowledge, information and belief, the stnrctural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E Q 8 N O iN„ OD � _ OrD C m $ r 0 •--r LL W LL ,n U u- 2 = m c 0' a t;°o_ 13 19 0 (p N 0 0 -�Q Of m W 'T. W N O Q r u� F ILW V N 0 . 6 � 0 = W 013 CD V z zCID Q J a N (I)VI - z g �4-1 -1LLJo L U O w s N �N (6 � in U � a r m U o � c Q Y ° - Id N OD o w Mti Cl) Z Q� U- L E C1 w° � Qo �® o a coUo 0o Z X U K< Q 0 w o0 N <S W -2 � L rp ao U y ing o oLL Z Z Q) N Qi J m Fro Q W Z o o Z ao W a �w J W 0_ �I� Milli o CID w > a� �3 z c O 0 >U') ui L r Co O M Z O N _o 0^7 IN o V) o 00 O O Ln N N Lr) Q T cf LA-) 'mot O ,-- r Z Z E Q N W a E U a cc c c JOB NO: 22-11668-11666 SCALE : AS NOTED SHEET NO. 1 _ u L .. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING 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 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN LU LU U a CONTROL JOINT DETAIL SCALE: 1112"=1'-0" •• ' ; •• #5 CANT REINF. SEE FND. FOR ♦ . �;I '^ QUANTITY °•' ♦' 'r' "' #5X25"X25" = .r� CORNER BAR ONE *• FOR EA. HORIZ. ° REBAR TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE:11/2"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. A A Aa da A d e - a .1 9 C d A A G < d T 47 A• A< . A• (4) #5 REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 1 SCALE: 3/4"=1'-0" 15x5x3/8" A36 STEEL BASE PLATE W SECTION A —A S 2" 0 SCH40 STEEL PIPE w/ GALV. G 120 FILLED w/ CONCRETE A A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \_CONCRETE SLAB (/9M24 BOLLARD DETAIL PER PLAN SCALE: 3/4" = 1'-0" T-0" x 3'-0" x 1'-0" wl (4) #5 E.W. A S3 55 D1 TYP. @ 2-STORY U.N.O. 3'-0" x T-O" x 1'•0" w/ (4) #5 E.W. -77-R" 18'4' 18'-0" 18'-0" 18'-4" 1'-4" 13'-4" 3'-8" T-8"40 13'4' '-0" '-0"10 13'4- 3'-8" S-8" 13',-4" 1 4" VERIFY VERIFY 3'-0" x 3'-0" x V-0" VERIFY 0. VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C w/ (4) #5 E.W. LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C PAD PAD L PAD L PAD S3 2'-0" x 2'-0" x V-0" E HOSE 2'-0" x 2'-0" x VV S3 S3 2'-0" x 2-0' x V-0" OSE H0 2'-0" x 2'-0" x V-0" S3 wl (3) #5 E.W. w/ (3) #5 E.W. w/ (3) #5 E.W. RIB I B w/ (3) #5 E.W. CONDENSATE CONDENSATE 7 CONDENSATE PCONDENSATE 4' ELEV. FIN. 1 I I LINE -4" ELEV. FIN. 1 I 4' ELEV. FIN. LINE 1 I LINE -4" ELEV. FIN. w o CONC. SLAB 2 w 0 CONC. SLAB 2 Po CONC. SLAB 2 w o CONC. SLAB I I I I. I 12 1'-4" 6'-8" T-10" 3'-10" 2'-8" 2'-8" T-10" T-10" 6'-8" '-0" '- 6'-8" 3'-10" 3'-10" 2'-8" 2'-8" 3'-10" 3'-10' 6-8" L.1'4' 1 �" �" 4" . 4" ■ El ■ P ■I I ■ ■ ® I I M ■ ■ ■ / ® ■ PROVIDE 11 X RECESS FOR r -----I-- 1 r ROVIDE 1 Y"RECESS FOR r VIDEO REFE R— I— 1 _ _ (— SLIDING GLASS DOOR. REFERTO — t T- _ — —1— —1— -- — _ , , LL�NG�CASSMOH REFER T I r _ _PR — — —1— — —I SLIDING GLASS DO R. REFER TO _ _ _ --I- — — — — --, t I MASON'S SCOPE FOR WIDTH I I I I ASON'S SCOPE FOR WIDTH MASON'S SCOPE FO WIDTH I I I I I I ® I M PROVIDE LINE FOR co D1 I I L co i I D ROViDE LINE FOR M I I co I I CE MAKER 100 M PROVIDE LINE FOR ICE MAKER D1 I I I �5- D1 PROVIDE LINE FOR M S3 I ICE MAKER I I S3 I I I II S3 I `/,�, 0 - INDICATES FILLED CELL WI300j�1 ICE MAKER I S3 11IIT I 3Y" MIN. 300PSI CONC. SLAB FOR � I I T HE5R0NO " MIN. Y GROUT \1I I I� TO BM W/1#5 REBAR V T, ABOVE SLAB. TYPICAL @ ALL I r Lm 0A j1 L 2PSI CONC. SLAB OVER 6 MIL. PLACES SHOWN HOOKED FTG L. jJ IL VISOUEEN VAPOR BARRIER I I DOWELS 17" EMBEOMENTW/25" � I I I EXT. ABOVE SLAB. GRADE 40 ® I I STEEL I ' DBL. SINK C.J. — — — DISPOSALzo I I I I DBL. SINK w/ I I I I DISPOSAL _ _ _ , C,J, _ ( DBL. SINKwI I - DISPOSAL D I L. SISPOSAL SALF — _ — I C, J. — I IIII ��II i 1 II r,III I1 JJ II�� II��,II I I I I I I I II I I �L_JL_J�L---� I 1 III �)II ��,II I I I II I , I i L---��I�JLJ� III�� I tL� II�> IIII III I , L_J�L---i EI I :3 __ `— 5-11 5-11" - 5 1 12'-5"12'-5" I ® I I I of I PWO I I PWO I I PWO U 1 14'-6' T-1 I I6 3'-10" 14'-2" I I I 14'- I' 3'-10" I 1 13-10" 14'-6" f I _l I r —, I 4 I I I I I I 10 I I I OLO I I I I ' OL 0' -0" ELEV. T Ln 0' -01. ELE . I I FIN CON . SLAB 0'-0" ELE . f FIN CON .SLAB I I I I I I 0'-0" ELEV. ® I FIN CONC. SLAB I i I I i I I I FIN CONC. SLAB C.J. _ _ I I _ I I C.J, � C.J. I I C.J. I I i I I I GG I I GG I I GG I I I I GG S3 I ® I I@ FOUNDATION I I I 1 I I I @ FOU DATION I I I I@ FOUNDATION I I I I I I @FOUNDATION I 1 -4" ' I I 2' 0" 2' 0" IEl I _ 16'-0 6'-0" Z 0" I I 16'- " I O I I_ � JI--,--I� _�I i I I I I I I I I I I I Ir I I I I ® I I i I L_ I I I I I I ►I )j I I� I f��--, I I I I I I I I I I I I I I I I I I I I 1 I (ELEV. APPROX. I I I I r I I I i _ r I l ( I I^ ELEV. APPROX. 1 1/2" BELOW F.F. (ELEV. 1 I I I I I I I I I I I 1-1/2 BELOW F.F. CAN BE NO 1 (MORE THAN 1-1/2" I �� I �� I I 1 I �� `� I I / I NO I ELEV. CAN BE MORE THAN 1-1/2 " ■ — I BELOW TOP OF I ■ (BELOWTOPOF EGRESS DOOR - I EGRESS DOOR (THRESHOLD, FIELD I I o.Hl I I I I I I - I OP I _ I i I I ?K--N ( THRESHOLD. FIELD (VERIFY K N ji N K I I CO K iv w.Hl I �� C° N VERIFY PROVIDE 10 RECESS FOR S3 LONT DOOR, REFER TO �v 1 SCOPE FOR WIDTH I_� 2'- _ k LAA_�� OJ' Z-10 ' S3 PROVIDE 112" RECESS FOR 1 v FRONT DOOR. REFER TO J L MASON'S SCOPE [ 0R WIDTH PROVIDE 1/2" RECEStF co S3 FRONT DOOR. REFER v MASON'S SCOPE FOR t_�,- r �' I 2'-10�q" 2'-10q" S3 PROVIDE 12" RECESS FdR I L FRONT DOOR. REFER TOMASON'S MASON'S SCOPE FOR WIDTH FM24 FM24 FM24 FM24 ■ ® ® ® I ® ® ® ® I ® ® ® ■ .4^ .4^ r 4^ F .4^ � I IJ I �O.'-0" I I I I I '_0" ' -0' 4'-0" -0" 0" 10'-6" 10'-6" 4'-0" 1-8 1'-8" 4'-0" 0" 0„ O'-6" 1O'-6" 1 jo" 4'_0' ;p -4" ELEV. FIN. = io I -4" ELEV. FIN. I - W 9 -4" ELEV. FIN. - 9 -4" ELEV. FIN oo ;n I I CONC. SLAB I I CONC. SLAB I CONC. SLAB CONC. SLAB I I PW01 ® I ELEV. APPROX. ® I PWO I I I 1-1/2" BELOW F.F.- - — — — — — — - - 2 ELEV. CAN BE NO _ C.J. _ .- _ I _ _ =1 C.J_ _ I ELEV. ROX. I I MORE THAN 1 1l2" c C.J. _ _ C.J. _ _ N I r I N I �, 1.1/2 BELOW F.Fii_ I BELOW TOP OF in I a N I I N LU a 1'-4" 5' 8" o I I o I ELEV. CAN BE Nab MORE THAN 1-11 I I EGRESS DOOR THRESHOLD. �I J. I I J. 5'-8" 1'-4" N L I J• I I , I ^BELOW TOP OF FIELD VERIFY I L N S3 S3 o I o I ® '- EGRESS DOOR I ® I I I I 9 S3 S3 55I I 55 55 D1 I I Di FIELD VERIFY D1 I I D1 ■ I I 1 I I_ co I I ■ I A co J L— J S3 o CD I- Lo"SEE SS FOR" S3 I ■ I ■ ■ ■ L S3 1 0 4 RECESS OPT. = J L — — — YS3 — _j _ I _ - — — — — * RECESS OPT.-L N — � — — L I L c� ® ■ S3 S3 HOSE ■ HOSE (2) #5 VERTICALS (2) #5 VERTICALS HOSE (2) #5 VERTICALS (2) #5 VERTICALS HOSE BIB WIN FILLED CELL W/IN FILLED CELL BIB BIB W/IN FILLED CELL WIIN FILLED CELL BIB V-8" 8'-0" V-8" V-8" 8'-0" V-8" V-8" 8'-0" V-8" V-8" 8'-0" V-8" 1 V-4" 11'-4" 11'4" 11'-4" 6'-8" & 6'-8" 7'-0" 22'-8" 134" 22'-8" 7'-0" 72'-8" 3'-0" x 3'-0" x 1'-0" w/ (4) #5 E.W. 0 et CV 55 io D1 d' TYP. @ 2-STORY U.N.O. 0 0 r T-0" x T-0" x 1'-0" w/ (4) #5 E.W. 0 FOUNDATION PLAN SCALE: Y4"=1'-0" 1 N co cNI 00 O r Q a• c� gz �.� SU n_ n _= :*.-W CWac: W t2. 2l ZE re Q) Q w . tr � � n e7 Cj r GA a O N 0 CV � • a!r Id".d To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W d EE N p 0 m 04 c ac .4 C J Sz2 LL WLL LL LL 5 J a- Z Co q °' a too �o , WC/) 0) m w d Z U) Z� IL L MZ k N O U < Z W E3 13 z N z C a N z D a- LU C —� C) O w s ILn Ly v N I r— r U man LLJ °� U • d Q 0 N 0) r. 0 O W Cl) o � Z Z¢ � � zo o Z� a Eo E U wo c0 z w¢ __ I— fu R L) Z CV ~ Z. ao �Z aZ `J L (� N C z U .0 m� F O O¢ Z z J . Z �n 3 < 0� o� aZ W V j0 z O F O wa 1 a °zlao1 3 op >� Nco O cN =) O N Ln T N o I A Y 00 v J co N Ln 04 O Lo O N Q T It Ln s O r T T O Z E O N W c c � E 0 a U ¢ p JOB NO: 22-11668-11666 SCALE : AS NOTED SHEET NO. 2 -- - _ 1u ° i ° I- --_L Ill. .. .I .' 14 1 1] MIRROR OWNER'S BATHROOM SCALE: 3/8" =1'-0" BATHROOM 2 SCALE: 3/8" = V-0" 4 f, STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" 42" KNEE WALL WITH 1x8 CAP & 3/4" PLYWOOD �� CASING (AT 2nd DECKING �� FLOOR ONLY) c7 F. FL. ------- - - - - - - - - - - -- v 18 U U 17 16 15 14 13 12 11 CONT. 10 LHAND RAIL EM io F. FL. 2x STRINGERS TYP. STAIR SECTION SCALE: 1/4" = V-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1 /2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2)- 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X251 S.H. 13 20X38J 18JX37J S.H. 14 20X501 184X50 S.H. 15 20X63 18JX62J S.H. 16 20X72 18JX71J S.H. 11-12 271/4X26 26X25} S.H. 11-13 271/4X38J 26x371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 1116 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 50 1 36 } X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37JX72 36}X711/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 } X 25 4 S.H. 33 54 X 38 J 52 } X 37 J S.H. 34 54 X 50 J 52 J 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. (2) 2X8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. e 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 S S C J F. FL. HANDRAIL DETAIL 2x4 #2 SYP. P.T. THRUST SCALE: 3" =T-0" BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. 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 318 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 1/2 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 returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 18'-4" AI All 4n' All VERIFY AC PAD LOCATION OF A/C PAD HB A ---------------------------�- OUTDOOR LIVING S3 9'-4" CLG. A.F.F. o [8" CONCRETE 6'-0" 10'-8" 6'-8" T-10" T-10" 2'-8" o� ~ rn 6068 SGID C 250 Q °O 5-SH l- T T o- N ----- ---1 `t 2468 REF ® 7'-11" I S-2" 6'-7" 1 OMc N cn 3dI Cl)DINING KITCHEN z'0 a 9'-4" FLAT CLG. 9'-4" FLAT CLG. ® TILE TILE SINKw/ I D/W DISPOSAL in I I 1 L _ J FLRG. LINE 2x8 WALL ® 8'-0" 6'-0" 3'-8" s 16" CNTR. AT 42"-1,ten o r A. F. F. 1/2 WALL O N ^ CAPPED 1 r ® II UP 2 oQ fV I 3 M 55 4 o M D1 GREAT ROOM 5 TYP. U.N.O ® 9'-4" FLAT CLG. CARPET 7 13'-8" O � GG t` 9 ® f_° S3 10 11 o O� 12 CO N 2x6 WALL 6' 8" 2'-8" 4'-4- NO UPLIFT* _ ® Q - S4 -- - -- °° w iv FLRG_LINE H1 N 'Zr V V 1'�- 1 TILE CV N N i co r u_ o • FOYER 1 9'-4" FLAT CLG. 2868 TILE oo ~ �T.O.M EDGE OF SLAB 2" 0° N _`t BEYOND WALL W.H. to 9-4'v O T-0" 2'-6" ■ © 3068 BUILDER TO PROVIDE APPLIANCE 2'- 4'-0" '-0 PROTECTION I WHEN REQUIRED PER o 4 E N Y FBC `o `o 9'-4" PLG. A.F.F. m 1-CAR ARAG E CONCRETE ----- -- - 9'-4"F TCLG. q ®03 rn CONCRETE ■ - ;o ■ o � STONE boo N VENEER ~ 16" SQUARE o CMU COLUMN in r---------- ------ � -o5o I I I I I I = r � ■ I LINE OF 2nd STRY. ABV. - I- + - �' I **NOTE ao p I BLK. WALLS RE 8'-8" TALL FOR "A" NIT 5'-8" 1 o HB FROM FRO T OF K GARAGE TYP. @ I I S4 GARAGE o N 8'x7' GARAGE OR 1ST FL SCALE: Ya'=1'-0" 18'-4" OOR PLAN - UNIT -A 1532 D1 STONE '-8" VENEER iD 0 0 0 co Y 8� 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) __ - - - - - - - - - - - - - - - -I 2ND FLOOR PLAN -UNIT-A 1532 SCALE: X"=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 O +26.6 / -33.5 GO SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES [SOFFIT DESIGN PRESSURE +29.7 / -39.7 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 class duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills 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 2-STORY MASONRY WALL w/ ❑ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. 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 677 S.F. 2ND FLOOR 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) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. Cn CV N OO o ,. C11- ti r,D �c E U = x cx y :v Q w 2 O E N .a N Q N C� tJo 1=' - 875,0, A-C1' % 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 W E g $ 8 N 6o v 6, :? CO d N prp Lo G in�� 2 M M 0 Z255 LL .4C -1 5 u- W LL LL S a Lu Z cc C a F o O W ' `° r- p W rR�jOf m Z Q N Z N Z OU W 13 E] C9 "' V z z a � V J d � n to0 z W W 8 o W 0 �_ 8 to U LU EE L 8 N so O MN Cl) 6� w Z a a uJ. ca zo �0 �i s >p z® oa rQ g p Z O ~CD oo oa ip j oz OZ wZ N i wo a ¢� wf Z -� f0 dcr) C C � v j aaz ox m� mO Oa Z� aw �z N 50 W a 3 (j oa w LL ao a �z �k O C)a= w > O v 0 °3 c C)0 > L m d N � T M CIDO :3 OLO N '- _ Cr CV o i ) Y v, o O 00 0 LO 1-- N CN � C N Q1--' IRt O O � LA-) T- N , T r Z Z E O rn m a E v U a p c JOB NO: 22-11668-11666 SCALE : AS NOTED SHEET NO. 3 4 STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN=14'-2" 3/4" PLYWOOD E DECKING _ F. FL. F. FL. OWNER'S BATHROOM SCALE: 3/8" =1'-0" BATHROOM 2 SCALE: 3/8" = V-0" 18 ----- 17 16 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) \ \ \ \ \ \ \ - - - - - - - - - -- 13 12 T11 2x STRINGERS 8 4 00 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) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 25 J S.H. 13 20 X 38 J 18 4 X 37 1 S.H. 14 20X501 184X50 S.H. 15 20X63 18JX624 S.H. 16 20X72 18}X71} S.H. 1 H2 271 /4 X 26 26 X 25 } S.H. 1H3 271/4X38J 26x37 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1 H5 27 4 X 63 26 X 62 1/2 S.H. 1 H6 27 J X 72 26 X 71 112 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 } X 37 3/4 S.H. 24 37 J X 50 J 36 } X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37JX72 36}X711/2 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 } X 37 J S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 J X 714 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 TYP. STAIR SECTION HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2' FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 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" TAPCONS 3' FROM EA, El END,c. AND HANDRAIL D F TA I L 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 Yz 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 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 r 13'-4" AC PAD VERIFY LOCATION OF A/C PAD ------------------------- OUTDOOR LIVING 0 9'-4" CLG. A.F.F. o Eo CONCRETE Eo '_0" 16'-8" 6'-8" T-10" T-10" 2'-8" �o 6068 SGD °' ~ © t oo O H ----- -- REF BF bo I o0 8'-3" T-2" 6'-7" I VX YX VX 874.0 r DINING N KITCHEN w , O N 9'-4" FLAT CLG. 9'-4" FLAT CLG. z TILE TILE < I I ;o I SINK w! I ao to D/W DISPOSAL I F---I I I---J I IE10 L___J I FLRG. LINE -------- - 2x8 WALL 8'-4" 6'-0" T-8" 16" CNTR. AT 42" 4 LO ' En A.F.F. 1/2 WALL CD Eo CAPPEDEO r 1 - r I UP 2 00 N I M GREAT ROOM 5 9'-4" FLAT CLG. 6 CARPET = 00 14' 0" �_ ,, 7 °o - 0 ED Eo PW01 ;� D1 10 = GG 11 TYP. S3 12 ,t 2x6 WALL T-0" 2'-8" 4'-4" o - F co _ _ _ 00 fc *NO UPLIFT* Z_ FLRG. LINE Q D1 CD'"y-t��yr� • N ZTYP. LL TILE oa ic' FOYERN NCD ° 9'-4" FLAT CLG. 2868 TILE o 00 s EDGE OF SLAB 2" 0° in CD 9'-4" BEYOND WALL T.O.M. T-4" O 3068 BUILDER TO PROVIDE O APPLIANCE = PROTECTION - WHEN :a. REQUIRED PER = 2'-0" 4'-8" FBC o 1-CAR GARAGE 9'-4" FLATCLG. ENTRY00 CONCRETE = 9'-4" CLG. A.F.F. o = CONCRETE ro N r--------- ------� U) 2 I I 50 I I I I in I I I O I TYP. @ I I Q M GARAGE _ I I K I I =cq . I S4XB I 00 I I N EV N nn ® e..nnnnnr STONE VENEER 1ST FLOOR PLAN - UNIT-C 1624 SCALE: Y"=1'-0" 2ND FLOOR PLAN -UNIT-C 1624 SCALE: Y4"=1'-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 O +26.6 / -29.1 �F +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +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 1■■■■■■■■■ E • - • - iiiiiiiiiiiiiiiiiiiiiiiii • • 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 CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. o t :J arUJ C2 -. s� Z' _ Cu ECu �, �. as ca a� z. a N 0 N v iv0 ('t_ '�v^�• r�e.�za::t'aai. 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. 8 a $ SE 0 inr-tlV � ft tit y- c'> uT Q aL a LL U. W o Z !a� °' a v �. Y�9_ O 7 rON� Wrn T m LU toN Z Q J ZN OU U W ❑ ❑ (D R z � Z n <L G cl- N Z fh o C1 W u- a--+ N g 8 m u s as t 8 I U 19 �Q • cn 8 c Q Y �o s o W M M y g Z � J � a Q n O 0 we � ap oa N f..._. 06 N uo Z � N a� i ¢o 0 ��¢ dz �� no CY <�mo Z� zZ � gLL Z ao Q� �w W o� oa -o � zla a 0 3 .2 >6 L_ m T CID O M � O N Cr CV I- CDLO CD LC) IF- CV o Io O IC '� N Q It lLn O � T W E ' T r'_ T cIRt Z ca Z E O y 2 c`o m E m c c 0 U J Q 0 J JOB NO : 22-11668-11666 SCALE : AS NOTED SHEET NO. 5 1ST FLOOR BUILDING PLAN c+�s cv o c� aea > a rc ,:_a 2 .. �. �y ca Q O. sa c�a N N O N `,��oai:iae?jga Old 0G N No PE7"-7 . �.'• 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 v E Q O M 3 O N ch Co O N '0w t� r` n M v L= LU Q. JLLLL Z f0 C a)0 a Y L C" W �j�T m W J Z W) MZ Q UMW Z N OU CO) pp U r Z N (7 O z pOp z i9 J - N l%1DM z v O C/) C) a V 0 w U1 c 04 U w � r— _— E `° 8 z� = _L. m U o °d s m Y Q N � O W Mi M � ZZZ W zo o�z >� ® a� � E w ? o a Z F E X O <Q aG 0 O O a c�.i g W w W N CY U a O Oz Z Z N tim QW z go N d 2a w a m w W (� ao r� CZ yLL F 9 co w� �� a is �3 C O O Q) O1 T O M O N T i ) Y 00 v, m 4-0 N T O N OLn O L0 0 r T E 4 r O Z E O H lE E C LL U J Q L] J JOB NO: 22-11668-11666 SCALE : AS NOTED SHEET NO. 6 f I 72'-8" 18'-4" 18'-0" 18'-0" 18'-4" o CO OWNER'S OWNER'S OWNER'S OWNER'S BEDROOM BEDROOM BEDROOM BEDROOM UNIT -A UNIT-C UNIT-C UNIT -A 1532 1624 1624 1532 - o O. BATH ---------- i � O. BATH ---------- i i---------- O. BATH o i---------- O.BATH � I\ IWIC I I I\ WIC\ �p� I /IC 'VV 0 0 ® — — — — — — — — — — .1 L — — — — — — — — — — — — — — — — — — — — J L — — — — — — — — — — 0 0 0 CE -, 00 00 .4 pop II I II I I LOFT II II I I II I II II _ II I LOFT -= o � ® II II I I I II I II II II II I I I I I II II II II I I I II I II II II II I I II I I II II F, � I o u I o I o u I u o ■ O LOFT ATH 2 O O BATH LOFT ■ E BATH G E TH 2 G IWIC I ---------- --------- --------- -- ----- WIC I I I L---------- BEDROOM 2 I BEDROOM 2 I 00 00 LO BEDROOM 2 BEDROOM 3 BEDROOM 3 BEDROOM 2 a0 LO I ■ ® ® ® ■ ® ®■ ■ I 50 u, 7'-0" 11'-0" N 14 11'-8" 6'-8" N 6'-8" 11'4' 11'4" 7'-0" 18'-0" 18'4" 18'-0" 18'-4" 72'-8" 2ND FLOOR BUILDING PLAN SCALE: 1/4"=1'-0" rr� � c o_ m �•o cr_ o N fII 41 rn 4 av cu ., 7 fU f3 ,., w7, R.A c� cm "J c: CV O CV 17 GJ ,do PE.7 50 ''..;�•"'ve �,, vim,'•...'.'. 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 W a o 8 0 N U)Go w C tD f_V (p 1 0 M 0 J LL 11 LL W a Z W = G 'N 01 LW U) cp m Z Lo co Q k Z N o ci z N Cll z Y d � N �_ z u- _ o0 F w A U 0 W $ ,N �y N v , U)ry W J � ~t$ I N N O �o s� o W M M i m Z Q J o O � Z Q N Z oa f�0� F X U �QOQ 0o Z C� E N � <g Qp �W W a? L CA C r U 0 f O Zr z U) C Nm �� aw zz N oW 0 zz S� W CL LLa y w C7 van w¢ i3 �O V zka �3 c O 0 L ui rn N^` 0 T Cfl r � O :3 0 N M T o V) o 00 4- j m O N O Lo cy o Lf) s 0 r r �T- O Z E O rn N ttl C a U � Q p JOB NO: 22-11668-11666 SCALE : AS NOTED SHEET NO. 7 f A WATER TABLE DETAIL SCALE: 1/2"=1'-0" 9" 0 B KEYSTONE DETAIL SCALE: 1 /2"=1'-0" 6" v c CORBEL DETAIL SCALE: 2"=1'4' FYPON: DTLB4x6x9 12 4.0F FIBERGLASS SHINGLES _ 1F-1 0..0 •I Z� MOD 25 SH � •� , •� Ili vs � ■ 0 TEXTURED FMH71 TEXTURED FINISH 'm ri MEME■■ 11 ■■■ . . . . . . . . . - Imo-- - - - - - - - - a'/i lFi4 �lf'i7 UNIT -A 1532 FIBERGLASS SHINGLES T.O.P HDR. 0 t = 00 o oIZ MOD 25 SH F.FL. ---- In" 12 4.01 �dd•]•Yb1.9a MIMI MMIMIN auoa UUUM NIT-C 1624 oo�❑ UNIT-C 1624 12 — 14.0 - 6" LAP SIDING 4" TRIM BOARD 18"X60" SHUTTER 6" TRIM BOARD FIBERGLASS SHINGLES 18"X60" SHUTTER — — T.O.P. HDR TEXTURED FINISH S 0 io MOD 25 SH o Z BANG F.FL ■■■■ PFFFFnlllMnnniis -rill FRONT ELEVATION SCALE: 3/16" = 1'-0" ItL[•]•Yhl.-t: tOl•PY4.1J7: Ji[•J•Y.L.2--1: Pd•1.1L1O1 a 12 T 14.0 FIBERGLASS SHINGLES — _ T.O.P. ----_ HDR o 0 00 MOD 25 SH MOD 25 SH -- -- -- -- F.FL Tnnn_ t n F.FL. ---- — TEXTURED FINISH — — — — — — — — — — TEXTURED FINISH — — — — — — — — — — — ----- F.FL 8; — — ---------- S 00 — — — — — — — — — — — — — — -- --- ----VC — — 6068SGD UNIT -A 1532 UNIT-C 162468 SGD U6N IT-C 1624 UNIT -A 1532 60685(aD L � � 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. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. 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 C 1861, 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. LL��i1rX��i N O N s=' 0 cm °' Cr ra FW n N N v + � 4 ,4GIFr .A �f*J30PY1 t>;i6�rri 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. as W v EE m R r 0 .r . to OD 11/ Q f�7 7ik LL d J C J LL W <L J LL LLLu IS a Z L +E-, O W �'@Nc_o T W�MZ< ILW 05 m w ZN O c) °rid rn W ❑❑ U' — o Z O N Ampmft z � � a _ to z � (U a LL j� i-, � N W g 0 w $ LA to U L.0 � a A �— — E L _® = A S, �Q C:) CD M Cl) ¢ zo� Z Z U- E w oo g Z y Z� a o u a= WWO Co ~ U 04 Z O N a az o WZ aZ �w �% L r0 QO z m� F p C y Z' Z U U U a 0� a �Z W 3 o o CO w� w o¢ �? a o- V Z < U c O 0 L ai N//�W�' 0 T C0 L T co O M O N Cr CV .�- O 00 o a•■, m O N O Ln F--- N OL17 o T N �t Ln O T T O T O Z E rn ro E U v ? cc c a � Q JOB NO: 22-11668-11666 SCALE : AS NOTED SHEET NO. 8 T.O.M. — — —� HDR. ---- o _ in CLG. HGT. _ — — T.O.M.--- AT GAR. C 8" FRIEZE — BAND 00 �00 0 F.FL. in 12 4.01 6" LAP -- -4"TRIM- -- -- BOARD-- SIDING —.__- __ —_ 4" TRIM BOARD —------- -- --- 13 SH _1113 SH ._....._...._.._ LEFT ELEVATION SCALE: 3/16" = V-0" SHINGLES N ------��—--Z-16"BAND---------------------------------------------------------��- 1T��--------- HDR. -------------------- -- TEXTURED LO o o FINISH 80 i" o - 25 SH 25 SH 35 SH -- -----------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T.O.M i� RIGHT 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. Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. 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"A" 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 M ,o CD �LU 7 W ® rs C'S G R_v Cam" a J e0 W 4-1 L g' lii Ct. ca tJ N O CV! � R,0��4l61ti3l�rp�,r rti0 t'r i 8 s8 U �i df `'�ti �41`bbrb5f�5'-�35� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E a o M N$ o CD A! Lo 0) 50 r ay M V 5225 LL J LL JC LLLL 55 5 a w Z 0 =' O W fij fON� 0 9 i°2T m Z 040 IL N Z OU ZN N W ❑ z � z Q J— — N N z 9 � � o .2 4L 0f'� � w F Tom+ U 0 w $ (n C N Udi w m Y— J E t 8 i z c rn ®®U 0 Q N iA Q S m to W M o� Z LL E zo U1g >� CL E w1 z Da ca EO 00 oZ d E Mro a O .O 0 dZ L C - � Q Z ro O m p Z � Z I ¢� 6 W ZZ N 3 oaLL 50 W a 3 O a W 0 F of r o W w� >$ v za a� o Q CV r C co CD M 0 N LO N �- CD 00 �., m N O CN LO 1— N C14v,) =3 < r IT L.0 0 T O z E 0 CA B m a E U -i Q p c -i JOB NO: 22-11668-11666 SCALE : AS NOTED SHEET NO. 9 . -p `7l�rra+" �I�elppar.^ eeA 1dt 'IB NON -VENTING SOFFIT NON -VENTING SOFFIT NON -VENTING SOFFI AIf-1AI \/1=AITIAIf-% cf-%=A ZONE-2 ATTIC SPACE 110 SQ FT. ATTIC SPACE NON -VENTING SOFFIT PROFILE OF ROOF TRUSS BEYOND ROOF SHEATHING TYP. 2X6 SUB -FASCIA EXTEND THE (2) LAYERS L4 - •- - . OF 1" THICK USG GYP, WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA 2 Hour Fire Resistant Soffit SCALE: 3/4"=1t-0" FIRE CAULK EDGES AT EACH SIDE DBL. 1x PT NAILER ration Wall SCALE: 3/4"=1'-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK MUST BE "PITCH CUT"(SEE ELEVATIONS) TO PROVIDE AS MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. rk SEE PLAN TOP OF PLATE TYPE "S" MORTAR (TYP.) 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION April 09, 201.8 gaming Wall Rating - 2 M R" Nonbosring Wall Rating - 2 MR Thin design was evaluated using a lead daslpn method other than the Ling states Doslgn Method (4.0 , Working Straws Dealgn Method). For jurladlctlons omploylog the Llott "as Design Method, such as Canada, a triad restriction factor shall be used - gag Guide emarexuV7 * Indicates such products shelf bear the UL or CUL CartNicatlon Mark for ju risdictlosis employing the UL ar CUL Certification (such as Canada), respectively' - - _- $ems �a.P�Ia�{/jJtij 0. L v .Jo.V II 7•$;S"h14fJ, •�._/�•`w/V•I_ I c) 7 1 T Haiwntoi Sevion 1. fonBlads* - Varlous designs. Classification D-2 (2 hr), See Concrete stocks category for list of allgilbla manufacturers. 2. Mortar - Blocks laid In full bed of mortar, nom. 318 in. thick, of not less than 2-1/4 and not more than 3-1/2 pares of clean sharp sand to t part Portland cement (proportioned by volume) and not more than 50 percent hydrated Ilme (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster - Add 112 hr to classification If used. Where combustible members are framed in wall, plaster or stucco must be appied on the face opposite framing to achieve a max. Classification of 1-1/2 hr Attached to concrete blocks (Item 1). 4. Loa" Masonry Fill - If all cone spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated pedite loose fill insulation add 2 hr to classification. S. Foamed Plastics - (Optianal-Not Shown) - 1-1/2 In. thick max, 4 ft wide sheathing attached bo concrete blacks (item 1). ATLAS ROOFING CORP - "EnergyShleld Pro Wall Insulation','EnergyShleld Pro 2 Wall Insulation', EnergyrShleld CGF Pro and EnergyShlekl Ply Pro CARLISLE COATINGS i WATERPROOFING INC - Type R24 SHEATHE FIRESTONE BUILDING PRODUCTS CO L L C - "Enverge-'' CI Foil Exterior Wall Insulatlon' and "Enverge'• CI Glass Exterior Wall Insulation' HUNTER PANELS - Types Xcl-Class A, Xcl 286 RMAX OPERATING L LC-'TSX-8500','TSX-8510%'Thermusheath-XP','ECOMAXcf', "Thermasheath-3', -Durasheath•3" THE DOME CHEMICAL CO -Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy out, Insulation, Thermax Metal Building Board, Thermax White finish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF-R- ci Insulation 5A. Building Unit -As an alternate to Items 5, min. 1-in thick polvisocyanurate composite foamed plastic insulation boards, nom. 48 by 48 or 96 In. RMAX OPERATING L L C-'Thermasheath-SI', 'ECOBASEcl', 'ThermaBase-CI" • Indicates such prodeate shall bear the ULor call. Certification Mark for jarbedlctions employing the UL or CUL Certifkation (such as Canada), respectively. Last Updated on 2018.04.09 GA FILE NO. ASW 0810 1 PROPRIETARY* GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1" x 24" proprietary type X gypsum panels inserted between floor and ceiling runners with steel H stud between adjacent pairs of gypsum panels. INLB) A 3t4" minimum air space must be maintained between steel components and adjacent framing (as indicated by dashed tines In sketch). As an alternate to an air space, the steel components are covered with 6' wide battens of 1/2' type X gypsum wallboard or full sheets of V2' 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" glass fiber in stud space on both sides. Height limitation 68 feet. PROPRIETARY GYPSUM PANEL PRODUCT Georgia-Pacific Gypsum LLC......................... ............. 1" DenSGIass@ Shaftliner 2 HOUR 65 to 89 STC FIRE SOUND -- - - - - -- F17- i. Rv I 1 i Thickness: 3.1Z (Fire) 11.314"(Sound) Approx. Weight 9.5 psi File Test WHI495-1290,11-15.94: ITS Design GPNVA 120-W; WHI495-1295, 3-15-95: WHI 49b-0743 & 0744, 1-28 & 3086; ITS 316DB14COO-W2, 8.30.08; UL R2717, 04NK03115, 8.18.04, UL Design U373 Sound Test: RAL TL10-291, 8-31-10 ROOF PLAN SCALE: Y4"=V-0" N C= N 00 CD O a oA L "` cn 12.-, U iL C> =• ra C^' :-4 M .Y- b= i N CV O N r -I R ,. O'drlll':1 i ;Af: t1'y�L,, 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 - 8. o ~ N V iLQ 0) M Q 103 0, N O # LL M Q _2, gj C J LL W �LLLL W Z crn a 5 �a1 F g O W W 2 IL � cg N to O ��Oj°. m w �; a- N0 Z N OU U W 00 Z i3 z o Q d � N J L1 e U- a- W m V � 0 t✓ / w $ C N U F- E t $ U • 0 �Q O M M so w Z J tL E n o �0 �' � z® an cc U H � � Z — CI C NM 5z ro ¢, az 8 0� �z �?< z Coo Z C !]1 C� J U m Z a w �Z a� Z o W N Q Ua oa g 1w �= C W IIIIIIIIII' 00 <� l 0 'o nL DU3 i°d c O 0 L6 T i rn L0CU T O T L M 0 N LO CV o U) 00 T as,m N O N 04 LA-) Lo Q T— 04 h L0 O �— N T Z z E Q LD LD `m D U Q p -J JOB NO: 22-11668-11666 SCALE : AS NOTED SHEET NO. us 10 11 �� w b I G IDING WHICH TYPE ES ARE ORDERED ID BRG OR TRUSSES G INTO MASONRY) FOR IS TO FOLLOW EET REQUIRED DUE 'PE OF TRUSSES TO LED. OTHER D1 SHEET CAN BE IGNORED OR REMOVED. (TRUSS LEDGER IS PRIMARY DESIGN w/ BUCKETS AS THE OPTION) LOW ROOF / FLOOR FRAMING PLAN SCALE: Y4"=V-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY Q CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 1 Od 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. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** -- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 31/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q I 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 1 (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ I KERS& (14) 1/4" x 21/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ ( 6D SINKERS (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 1 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 1010 605 12 - 10d SPT24 1090 12 -10d HCP2 1 590 1 555 12-1Od x 1 1/2" HHCP2 680 570 1 t9n)i0d x 1-112" * 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 (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE tit OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 L_TSTICK 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 F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR;PLY PLY ;ARRIER R 2 PLY CARRIER-- J A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS RSH ENCLADD CLADDING WIND GINEERED ROOF PRESSURES ANDROOF SUUCTIIONDESIGN S FOR MALLOWABLE EAN ROOFCOMPONENTS 5 ftAND 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. WINDAREA (+) VALUE DENOTES PRESSURE SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 1 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %s' EXP. 1 (2Yj6) or 1V32" EXP. 1 (32/16) TILE: ,V32' EXP. 1 (3y6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. [4:12]-[12:12] a=4ft a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] c+� cV r= CV �W � ca ms is r. E M �J N N O N `�ggqefs'+3+r'fl�p r1' 0 OF ,* mod., ;^(` %i� , C: I'+, ;"4, L. '-'" •LDS To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W QO d EOO N U V N o wo N ie 0 te ZA An 0) N my L LL LL I li Z Lu c rn a 0 '(aN fp W �20 Z IL m pjw 0 u1 M Z z N J OU go 0) W El [I v 0�� a z )8 z o Q N N c7 z " a-1 (� u, w ° V O� N w c $ w J 8 o M Cl)z z < Q E Ez S o a ry Z oa fd rO F"" X 1U o 00 =O U 0 az ¢z z N °z <0 <o a z a? � rp C z DY mE 0 Zz z v J Nm <W u`� a a� 2 zz GZG JU a Q w v_J w W J= >0 C:)w a O O U, >Lcc _ cc N CID O M C N T Cr N � � O 00 �-+ m N T O Ln .0 N O Lo +--' O C CD OCH 5 Q r 1t• L O r N �} T O Z E C)N r0 c E U a _j Q p JOB NO: 22-11668-11666 SCALE : AS NOTED SHEET NO. 11 F-- — — — — — — — ,- — — — — — — — — — — - - — — — — — — — — — — — -.- — — — — — — — — — — — — — — — IUNIT-A 1532 UNIT-C 1624 FuNIT-C 1624 1UNIT-A 1532 I I I ROOF FRAMING PLAN SCALE: X"=1'4' NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I S2 (2) SIMPSON HTSM16 STRAPS W/ (4)'/" x 2'/4" TITENS AND (8) 10d x 1 1/2"NAILS ONE TO EACH SIDE OF GIRDER. INSTALL GIRDER CONNECTIONS PRIOR TO TRUSS TO TRUSS BUCKETS. S4 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1 1585 10 -10d x 1 112" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" R716A 1020 1160 9 - 10d x 1 1/2"& 8-1Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5"TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 518" 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 31/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT, T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 518" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 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 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 SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION 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: 7/6" EXP. 1 e%6) or 1%2' EXP. 1 (3�116) TILE: 1%2" EXP. 1 (3�1'6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y/g' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 19/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=4ft a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] !V C eet � 00 c� a Cam" C:P ._ L) Z, :ys t:s a dam: .. `r•, N 0 C14 st' :11t3T+•;y: No 1 tR t��P'��tblSuCtif�1�% To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 F" OC 8 (ON o M m 0 �' m CO W 0 �F-ti�? a M v LL N J MLLLLLL U_ a a Z_ °' v Oi W_ O O N (p o I IL N�pjO' m w N N Z ¢ J ZOU L) cn W ❑ co V M Z N Z Q � d N C� N � I N z � � O u� T cr> W y O— g w $ Lf) c U c LU W Rir-- — E =_: t 8 C) 3 3? c � � Q 0 _ • 0 N �m 0 w M yco 0z� z U_ E ZCU n O wo � ❑a OV 00 0 U Z N i �a ao a o Orr a Ww J W 4? • rtl c z IY i MO z z __z C:i o 4� <w N H Z So W7 dz W c> 3 _-, � w wa �- o r za 03 C O O >U _ ca � 0 T co O O CN M �-- Cr N o 00 m N T t: -" 0 LO �04 N O Lo +� N Q r h lit j 741 E E T O Z E O uJ m La c c E ai J n- U J Q JOB NO: 22-11668-11666 SCALE : AS NOTED SHEET NO. 12 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 PET DUPLEX OUTLET ABOVE COUNTER FFF WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET VIM DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I_o WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB 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 �]M ELECTRIC METER .tip ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN A9 (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I I I I I I I LAV .J 1 L TUB/ W/C SHOWER 3" VTR AIL I I I I t I OPT LAV ILAV I Irl I L W/C SHOWER \`nd F FC STUDOR \ R. VENTI 1 DBL SINK Tt 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 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 1st at 1 0 10000 BALANCE OF WATTS AT 40% 9464 AIR CONDITIONER WATTS AT 100% 1 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 NEMAt 2lxl AMP 1 0-200 A P Serial Cable NEMA 3R Power Co. Feed ---_ 11 i- #4 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 GFI .rn a GFI I DINING I KITCHEN 1 .1-1 FI I O i I I I I I I DISCONNECT GFI � --- - SWITCH FOR DISPOSAL IN CAB UNDER SINK C.M \ II \ I GREAT \ I ROOM \ 1 /�>ROUGH-IN\ FOR OPT. CH FAN/LIGHT 1 < I AYTCH UPSTAIRS `I 1 / 1 / I FOYER G -- \ GFI @ 44" A.F.F. ' \ O ENtRY I WP LIGHT AS 0 GFI DB I GARAG E I I PER SPECS DB & GFI TO ---- _—_—_ BE ALIGNED GARAGE VERTICALLY LIGHT AS PER SPECS GARAGE DOOR I GFI --------------- I 1 I I J bz I I j HLU Z ZOO Oa 1- NU I I W \ �C(aj� W \ j_m DW I COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL - UNIT -A 1532 SCALE: YV=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. F_ _ — _ — — — — — — — �I 2ND ELECTRICAL - UNIT -A 1532 SCALE: Y4"=1'-0" c*a 0 c� o Jz N 0 Y No PE78750 }` A++ S T ATE C'F cF A .•�4+•+ '�` � '.',`fit..,` 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. M 11- a o �$ 80S. N N 6 o n a Q NO ik 4J. C J 4 w c��t+ a Z 3 Lu tmV a W L ij N (O Z ILZ Ci Ln N Z N O V 6 W W El El CD z N 8 0 z � S z J — N-MQ V tg jt` fa W 0 v) W o c �NCD c L Ll J 1— r 8 z Of N d co ¢ N 416— CD � W M ch w ¢ 10 Z wo U, K Z n. p -1 zo oa O U OS WX = OU OW Z O N <z aZ I W mo o N � N -W zz Z J O Q W 3 Fm 0 ZZ 5° Z 9F � Zla�. �d OU o Q >L M m NCC T O O CV LM N `� �./ ' A o U v, O U OO m O Ln N C14O Lei C 04 Q r d L0 C) T- T o z E 0 0 WE c a U � ¢ o JOB NO : 22-11668-11666 SCALE : AS NOTED SHEET NO. 13 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 WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH 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 TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P� 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 �]M ELECTRIC METER ELECTRIC PANEL i DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN A9 (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I I I I I I I � I LAV 1\ -1 1 L TUB/ WIC SHOWER 3" VTR �L I I I I I I OPT. LAV LAV I ti W/C SHOWER — STU DOR VENTTI , DBL SINK T' 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 8600 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHERLOAD WATTS OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 1st 10 KW at 1 1 00 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 1 5200 TOTAL: 31768 LOAD WATTS -- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Riser Diagram 4 UNIT BUILDING (2) 1532 UNITS & (2) 1624 UNITS c1 800 AMP 0TENANT TERMINAL BOX O PANEL w/ 150 150 AMP 150 AMP AMP INSIDE MAIN O O 150 AMP 150 AMP 0O 1P 150 AMP GROUND 1/0 CU. TO BUILDING STEEL C.O. 2" PVC CONDUIT WITH 2 #2/0 AL - 1 #1/-0 AL-1 #1 AL TO POWER CO. 6 REQUIRED PER BUILDING 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 <\ J, /i> ROUGH -IN FOR OPT. FAN/LIGHT WP ' GFI QDGFI I jG I� DINING KITCHEN l GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK 1491 GREAT ROOM /,>ROUGH -IN\ FOR OPT. FAN/LIGHT y� � I I FOYER �i I I I I DB ENtRY P Wo- LIGHT AS b FI& PER SPECS DB & GFI TO ----------- BE ALIGNED VERTICALLY I I I I I 1 UPSTAIRS C GFI @ 44" ` \ W.H. A.F.F. 1 \ 0 GARAGE I \ GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI --------------- I I _ bz I I Fa 1 �a I W I I Dw I I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL - UNIT -A 1532 SCALE: A"=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS NOTE: -INSTALL 2" CONDUIT TO METER CAN -INSTALL A MAIN 150 AMP BREAKER IN PANEL 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 -A 1532 SCALE: A"=V-0" s•� ca CM rs ' cr 47 � cn a c N O CV `��t6iitla`�A t d �� •No Pt- O • STATE 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 Cade - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E Q o 8 0 U G ��0D U W my LL LL W J LL _W LL W. 13 Z 'ac °f jw e&zD ?� 00 W Z Co N aIL IL J «) Z Z N OU v W pp (D Ih z � g z Z � fl- - N l� N zCM v�o t'6 W O U) mf (�V U t 8 z�«- I _ � m _' Of Q o • sr o co M z m9 w Z Z Q a E ujKo z oa K O 0 OU Z N i �¢ ¢o ao O¢ ww Z d M C z a QY m0 O ZLL '¢w ZZ ¢ O �° U a W Q S m w o o MI5 � 8. R Z ¢ a1 o- U C O �L6 _ al d- 0 T M CU � CD O N CN 00 m N 0 N 04 LO O LC) F-� C '(� N Q Cn LIi7 O T T r O M Z Go E O to r0 m a. E 0 -1 ¢ o °i JOB NO: 22-11668-11666 SCALE : AS NOTED SHEET NO. 13 p 1 . •. I I I _1 _ 1 .i 1. w 111 11 1 III 11 1 I I I I 1 I I t IF T' 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 DUPLEX OUTLET ABOVE COUNTER Ll WEATHERPROOF DUPLEX OUTLET W.P. G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT -{ FLUORESCENT LIGHT FIXTURE ip EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) F0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 0 ELECTRIC METER owl ELECTRIC ELECTRIC PANEL r DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W! ROUGH -IN FOR G r J OPT. CEILING FAN G9 (1) PHONE LINE, (1) DATA PORT 3" VTR 3" VTR AIL I I I I I I I I 1 I OPT. `I LAV LAV ILBOHAXNSON I I 3 I 1� �` I W/C LAV U I 3° SHOWER ti TUB/ W/C SHOWER STUDOR R VENTI , DBL SINK T' W/ DISP. LAY I 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% 1 1 5200 TOTAL: 31878 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 NEMA t 200 AMP GTGff \AA .1 1 0-200 A P Serial Cable NEMA 3R Power Co. Feed �\ IJ L it #4 Solid COPPER Ground (I 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. C.O. 0 ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. / \ FAN/LIGHT i WP GFI .n. I 1 I 111 Im 11 DINING KITCHEN 1 110, r___� FI la SWITCH FOR - DISPOSAL IN CAB UNDER SINK GREAT ROOM /,,>ROUGH -IN\ FOR OPT. FAN/LIGHT t I I 1 / 5 1 UPSTAIRS L DISCONNECT ii / — W4 GFI •WA ••., i� ii i ►4 ��•� .�•: \ :: 04 ►• ■■� Jim, .• WA Ilk A WA Ili, 1W ��•� �•: long • • i::: • i:i l� F WA �.•: - ►W:A AGE IGHT AS 07) F 10,-- 00 numo ER SPECS I.E.1 GARAGE :505. :: LIGHT ASI. ME JIM TER SPECS DOOR ::C ■■� �•:� i::iSON �.•�i Sol ol :ISol ♦� • li■n No Uj 11 • ♦♦ long /ILL �.•� ►�.� - SCALE: 4"=V-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. F_ — — — — — — — — — — — — — — —1 2ND ELECTRICAL — UNIT—C 1624 SCALE: Ya"=1'-0" c+7 cv CM CV ocb cr_ 0— d n `� ta- {ci C1 N 0 N sA C iel_ i'•a Q, %v1Ps ✓� e (� •No P"" 75 e`' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W g E lm N c $ R 0 1- � 1300 tii N N M a l Ma " c u J _LL d � 13 0o I 7'fO 0 M N_oW0 T.m w Z2 UM N ZQ ZN OU 0 W ❑o V M � z N � z � � z N N V O fa w o � U -� O 8 t!1 c U � LIJ ® 2 d U ) c N m ¢ Y • �Q o w Cl) Z � o Z E 55 W g o� Z QN Z E UU a 0� M o. 70 OU Z N i wo ww Ir ry C ¢o a U y mE a ZZ Z (n J m 4 W 1Z r� a� a< ao N U �o w N T� w ax � zla ij 'S 2 O 0 E2 E2L T I rn r CuO M =) C) Cl U-> T_ CrN o 00 m N r � O^ ILO F— .0 N CIQ Lo � O O Q r d LO OCal T T r Z Z E O n m fe a o U 3 Q p JOB NO: 22-11668-11666 SCALE : AS NOTED SHEET NO. 15 N 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 I� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER FEFW.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I-® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT -TO BE SURFACE MOUNTED ON J-BOX 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB 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 �]M ELECTRIC METER NMI ELECTRIC PANEL —MR-i DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I I I I I I I I I LAV � I ti TUB/ W/C SHOWER LAV 3" VTR AIL I I I t I I OPT. LAV I LAV J— W/C SHOWER \rid F FLR STUDOR VENTTI , DBL SINK 'N 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 1 120.0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHERA WATTS SUBTOTAL: 23060 TOTAL: 33935 1st 10 KW at 100% 100 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% 1 1 5200 TOTAL: 31878 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Riser Diagram 4 UNIT BUILDING (2) 1532 UNITS & (2) 1624 UNITS 800 AMP 0 TERMINAL BOX O TENANT PANEL w/ 150 150 AMP 150 AMP AMP INSIDE MAIN 0 0 150 AMP 150 AMP 0 0 150 AMP 150 AMP FRI GROUND 1/0 CU. TO BUILDING STEEL C.O. 2" PVC CONDUIT WITH 2 #2/0 AL - 1 #1/-0 AL-1 #1 AL TO POWER CO. 6 REQUIRED PER BUILDING NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17 LOCAL CODES AND THE LOCAL POWER CO. DB & GFI TO BE ALIGNED VERTICALLY 0 OUTDOOR LIVING INSTALL LIGHT �\�/'r ROUGH -IN / }/ FOR OPT. FAN/LIGHT GFI in. \ GFI I t DINING I KITCHEN 1 1 I �G1 � I � I FI oo GEL-j GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK G \ I \ �C II I \ I GREAT ROOM \ ^� /,,^TROUGH -IN\ FOR OPT. CH FAN/LIGHT 1 r\01 To S\AYTC I I / ' UPSTAIRS FOYER VTRY I, GHT AS Q =R SPECS I 1 I GFI @ 44" ` \ \ LW-H. A.F.F. ` ,I ` p / 11 1 I I GARAGE GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI --------------- I I J I I 10 Z I I¢ a I 10 Q I I-1 U 1 I> - Iy= U I I I IW 1 h of I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL — UNIT—C 1624 SCALE: YV=V-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS NOTE: -INSTALL 2" CONDUIT TO METER CAN -INSTALL A MAIN 150 AMP BREAKER IN PANEL 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: Y4"=1'-0" V-4 CV C%j 00 0- d �� :> Id1 p „ '....' c= •� 'G s1G1 „>{ 6IJ � G" Gffi C, I- 1. No P 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. H E 8 V N0 .2 S am ID N 0 en a: M V tk LJL N J LL w J LL. a aY Z —o� g� 0W � °' m "j U w N Z 0 M ZN o� WCD ❑ ❑ Z N o z CD Dw LL cn �'U 0 8 04 c � U w m t ®� _ Of 0 < N 0 soo o M W M ¢ zo z Q ♦a. E 2 to 1 - N QN z o a X OU � OU Z E N a�o1 o 0` a z wo < i �� m 0 fu ox°Y F O a Z N J m aw cA �, � ¢ ° o oa Z z g ° W a U 3 wLL <o �w N w w� XI5 >_ CD CD za d 1;'13: 0 O F m d- N ^^`` m r O L `V M O N U-) Cr CV o \.i ' ^ Y v, o O 00 m N O LO I-- N L.n O O C 'a 04 < r Nr Ln O T T N .f '. T o Z E Q rn m co E ?3 cc c 0 JOB NO: 22-11668-11666 SCALE : AS NOTED SHEET NO. 15 I LLL_ I -- OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING ----- ----I--- ----- --------�--- ----- I I I I I I I I ® I I I I I I I I DINING KITCHEN O O, O O KITCHEN DINING ,O O, I KITCHEN DINING DINING KITCHEN 110 jb I I I I ® I I I I I I I I I I I I I I I I -- -- --- -- F-- ; i i ; -- - ; �_-_; 11 1 L_� 0�_--� ---t---J0 00E-Q ----�I GREAT ROOM GREAT ROOM METER BANK --- ® (SEE ELEC. RISER DIAGRAM SHOWN ON — — UNIT ELECT. PLAN) o I ■ I 1� \ \ 0 0 I \ 1-CAR"GARAG E 1 CAR GARAGE — ■ PROVIDE A MIN. 12" VERTICAL SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES UNIT -A 1532 UNIT-C �1624 1■" I':: ME r- — — — — — — — — — — ----- I I I I I I I I I I I I I I I I I I I ■ GREAT ROOM ------ ------ ------ Ee 1-CAR GARAGE UNIT -A 1532 I I I I I I I I I I I I I I I I I I I I ELECTRICAL SERVICE PLAN SCALE: X"=1'-0" C" iV I'd ®D O c c, Q �i LLW C M 4_1 t� - vR C" .:f~'. ? CG Ei 0 CV O N 7 'sA"f"F9 ♦ w �. E 7 8 1- o' t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. t» W a £ o M$ 0 N p P �� N r W V) (n f 61 Q M LL C u J w �LLLL a 0 _ —vim a �Yn W p M N � 2OjOR W_ m w IL ul NM Z ¢ J N In or 00 Z c¢i uvi W pp Z N M pp O z pp [�qy z O Q v J — QU) N rR z v C7 0 +-+ (6 w � A U — g 0 w N Of �N = U) rn U L LJ J r— E H _ • U Q Y �� s o �w Cl) o Z LA_ S0 ao [1 O U '0 z® O a 44 UO X �o WX 00 � , Z N u z 0¢ w w i w ao wE . T CY = mo zz z _ C Cn J �� >z � �3 a W Z 3 ZaZ N0 W V r w �� .j o ok a� 3 �o 0 >LO = � rn � m CV co O M :3 O N Ln Cr N �. se C:)CEO ca N T O F— N O LO Ln Q T L0 d- O �— r r 0 Z £ O N m C a U —1 Q p JOB NO: 22-11668-11666 SCALE : AS NOTED SHEET NO. 16 TYPE DESIGNATION #5RE BAR ATTOP GENERAL INSTALLATION NOTES F =FILLED WITH IN.. (1) REQ'D 1. Provide full mortar head and bed joints. GROUT / U = UNFILLED 1/2" 2. Shore filled lintels as required. a A R = RECESSED CLEAR 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 QTY. #5 vertical cell reinforcing and grouting. R REBAR @BOTTOM 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and OF LINTEL CAVITY M.U. longer with a nominal height of 8" meet or exceed U180. a ° 6. Bottom field added rebar to be located at the bottom of the lintel cavity. s ' 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8 F 16- B/ 1 T a ° 8. Cast -in -place unit concrete maybe provided in composite lintel in lieu of concrete masonry units. a0 0 ° ° a 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 L6 z ° , GROUT 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. tNOMINAL. to 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have QUANTITY OF 5 REBAR AT a coating of stucco applied in accordance with ASTM C-926 or other approved WIDTH #5 REBAR AT TOP ° O BOTTOM OF LINTEL CAVITY coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) NOMINAL- OTTOM REINFORCING loads shoud be checked for combine loading with the following equation: HEIGHT PROVIDED IN LINTEL Applied vertical load Applied horizontal load 1 + 7-5/8"ACTUAL (VARIES) Safe Vertical load Safe horizontal load .O 8" NOMINAL WIDTH MATERIA s 1. fc precast lintels = 3500 psi. 6. Rebar per ASTM A615 Grade 60. 2. fc prestressed lintels = 6000 psi. Prestressing strand per ASTM A416 grade 3. grouted per ASTM C476 fg = 3000 psi w/ 7. 270 low relaxation. 4. maximum 3/8" aggregate and 8" to 11" slump. 7/32 wire per ASTM A510. 5. Concrete masonry units (CMU) per ASTM C90 w/ 8. Mortar per ASTM C270 type M or S. minimum net area compressive strength = 1900 psi. 01 UO O O7 O O 8F8-1B/1T 8F8-0B/1T ' O O O O O O O O 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 81=16-0131/1T :O © O O 0 81=20-1 B% T 8 20-06% T O r � nD nD nD nD nD nD nD nD I 2ND FLOOR LINTEL PLAN SCALE: 3/16"=V-0" Cl . d. .�D O O 8RF6-0B/1 T 'ate • L - O,� a. 0, O 0 O 8F20-1 B-2T O O O 0 8F24-1B/1T 8F24-0B/1T O O LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ' 1.1/2" CLEAR Lu w V a�i C.M.U. �o rn0m Qtr� F +LS,' w pU)a� orn�U o w CO in #5 REBAR AT BOTTOM H Q O o MIN. (1) REQ'D rnLL-C ------------- 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 cemenbtiuos coating. See contractor specifications OMIN. (E)MIN. E (�)MIN. MIN. O MIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN. c+7 N 0 N oO CO Q m a� d.. _., ..' :g c, L c: E, N 0 N v .��C•�' 1d5•�, .a�'a•A No -I oU 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. 0 W Q v EE m N 1,0 � ti Q M ik LL ra. JLLIl. W an. x rcc8 WW IO N S y m Z ILW �lzl - C'4 N N Z Q J = O U U ❑ El U z � z M z W LL 4Z, N g � U O w $ INI^ c N w m ' r- J E L � U Cn W Q C �Q r` w M M M i o z J L.L. y¢ w❑ > ar <® Q E U oo oa H _ 0 Uo a� U0 o< Z O dz az N <z m� (O �C C _ xoZ wm o zF Z a% J a aw z rn a 3 8 z 50 Q LL0 w w W U�g = J CD NLL a 3 o o� N a� Uri C O O 6L/� T + N 01 N CD � T to L T CU O Cn N _U-) N o o 0O 00 0 CV O uO .� N O Li) O Q T It LO O r T E C Mgt T O cc Z E O rn �' re n E U � Q p C � JOB NO: 22-11668-11666 SCALE : AS NOTED SHEET NO. L 1 t � � FI I' '1 fR+1 �q� �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 WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Xz 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 51TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. . 1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2„ 1 Y" a" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 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'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc= 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION = CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -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 includingg all risers and spray heads shall nbt be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment is required. 9. FBC R R318.1.5 - C ncrete overpotlr and mortar along the foundation perimeter must be removed be�ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be install,9d afteC construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 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 9X7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 " DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %$'. THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. cn 1$ N O tv c CD 5 C2 :.4 S_ `. U s: e- t"3 p C CV N O N `�ySEi1t00'ldadl,/ el d .;r ;r =e To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W A E 0 8 C Loa 0 m ro n GO N N Goo Q � M0 v tL J LL l L LL W Z 0 m c rn a. x 0 �e� z LLQ ILW (j) m WW 00 L0 N Z Z N OU � 8 W ❑❑ 0 z C14 Cl) z z Q Z m U Q) �4--d S W o O,,,g N c m to � J LLI c � Q Y � 0 see o w M Cl) a zo Z E s� as n E Z® W CL ao Z- O o N � Q z o ao �z w z ¢� d r G '1YZ '10''<w ms IRK Z�C v J 0b �z N F W 8� Z gu ca. LLa y w W U ao �-- �3 o yz z w �� O rD o< a� o- � za o3 c O 0 > L rn W T Ct� r, C O M 0 N T iA Y - 00 v, o 4-j ca O N O ILO F-- Cy O Lc,) O 5 Q r t L0 d- 0 T r E Z E Q y to LL E U Q p c JOB NO: 22-11668-11666 SCALE : AS NOTED SHEET NO. THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 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 Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x — P 1-1/8" or two 1/2" 6000s 1.8/1.7 woodpanels 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 112" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 16GAx1-1/2" LONG (3/4%1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:—) DOUBLE JOIST CONNECTION METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF L! J HOME H C G GARAGE SIDE O O O 5'-0"CD a - C7 STUB -OUT FOR O o o ;n GAS METER -' o N = • 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 (2) (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" 1) SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-l" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8141 (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls �I W Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) FILL CELL STD. 90° HOOK BOND BEAM w STD.90° CONT. #5 a BAR >� HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D ' PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION iTJI 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. BRG. WALL N.T.S. 1/8" min. )Small gap 2" min. 2" max. 4' max. Clinch nails when possible Tight fit 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearin Location Series Depth I End Intermediate �, BCI 5000s 9-1/2" 11-7/8" 2-8d� 2-8d 1 2-8d 1 3-8d 14" 2-8d - d BCI 6000s� 9-1/2" 11-7/8" 2-8d 2-8d 2-8d I 3-8d BCI 6500so 14" 2-8d 5-8d 16" 2-8d 6-8d 11-7/8", 2-8d 3-8d BCI60s5 14" 16" 2-8d 2-8d 5-8d 6-8d 11-7/ It 3-16d 3-16d BCI90s® 14"' 5-16d 5-16d 16" j 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 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over �— blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — tit L:U I ANYVVNtKt 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" DO NOT CUT HOLES LARGER THAN 1Y2" ROUNDIN CANTILEVERS. NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" 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. Backer block (12" wide min.) Nail with 10-10d nails. \nstall tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Jj Backer Block "Top Mount" "Face Mount" Backer block shall be fight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height 0 requirements 0.6 X Joist o � �depth I -JOISTS BUCKETS N.T.S. SIMPSC w/(22)- NAILS T 5/81 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM—/ • SEE PLAN FOR--'•• • . • FOUNDATION INFO ` " d' STEM FOUNDATION �— GRADE REINF. SEE PLAN A/l, unAJC 4 rvl, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF ° SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE d . i—I II=TT— PLUMBING LINE PVC OR SCH40 SLEEVE a • 0 IE1 �_ i—IIII a v' • .. I I II I I,—1 l i. SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION a ° d a a. • an: a a SEE FND. PLN. SIZE & REINF. 01 PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE na . ° / as G e+.a CV O N " o® o yL O L/.J Q U w. • .9 CA vj - 12 cO ..l •mil N 0 CV `�ssstfsrr►r�, C� A �� t'" ••�.`t_!v ciV `may'• �:� �s CV _ o fP - � ;Iii.3il.A °`-°� To the best of the Engineers knowledge, information and belief, the structural plans and specificet ons contained w thin 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. r» W Q E V N N 6 c r` 0 ago co Our _ � 11 Q 13 NM � 9Jk LL o u_ u_ 'i W a —v a Z c � two Em W �gN� 0 W Z rn � 0 m J� N M Z J F a N OLL U Z W 00 z F z Fo � z V) N M z a C1 o 4-1 t6 N w W •U 0 w s V'I r~ N U c LIJ ' J g 00, = t s c � B co Q N O.44 o M,cl) ?� w Z o '.,s Eof U �� ¢o _® oo Fcc — r0 X� oao BOO 0 z O E N as �o QO aZ rw L Cl)c z x U O � o Z oz z _ J Z N m ¢ ° I Q W 1i N N 3 o¢ a0 a� LL �w W U 32 �k m� z g co �o a= zl¢ ° 3 c 0 0 > L I--- rn B T co O M = 0 N T 00 O m O CV t: 0 LO C-4 O Liz =' C04 O T Q"44- 6[7 N E c• T '— Z Z E O N B f0 U a � Q p JOB NO : 22-11668-11666 SCALE : AS NOTED SHEET NO. S N 1 V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. 1 TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & , ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" N 6 x 6 W1.4 x W1.4 w/ R903.2, BUILDING CODE FLORIDADB METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER P ° SHINGLE ROOF, SHINGLES TO ° BE IN ACCORDANCE w/ ASTM _ - — °° C _ o D7158-CLASS G or H, or ASTM D3161-CLASS F, IN 12 ACCORDANCE w/ TABLE r NP•) VARIES Z R905.2.6.1, FLORIDA BUILDING -jl I CODE 7TH EDITION (2020) RESIDENTIAL 8„ ROOF SHEATHING - SEE INSULA rION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ELEV. VARIES 5/8" OR 1/2" HIGHS" STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER --� CHART ON FLOOR / PLAN 1x2 P.T. HORIZONTAL—/J NAILER STD. 90-HOOK (SEE DETAIL -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.--/ 1/2" GYPSUM WALLBOARD WL U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION r 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO DECO FINISH 4" to 6" "FIBERMESH" GRADE c E t+ 00 6 MIL VAPOR BARRIER D — T COMP. SOIL. (COMPACTED TO 950— MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON 3"CHAIRS TYP. #5 REBAR CONT. 1'-4" (1 STORY) O STD. 90 HOOK (SEE 411 ORY) U.N.O. 1'-8" (2 ST DETAIL ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS PAVERS — % :T z M M •• �� 4 I' 00 SEE A/S3ORJ/S6i II I;, I „ I , IJF FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. I I 1 "x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. I I 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 I I SPACED EVENLY w/ (10)10d NAILS iv 2x P.T. PLATE TYP. '� ASSUMED FINISHED ' GRADE Z MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY 00 z_ NOTE: *FOR BEARING WALL W/ UPLIFT ONLY - - r., FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 WWF .. r GRADE I��I�II�II�11 11�1�� _ � • ' MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT N M SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS f J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES AND 12" O/C FIELD ►V � N i �V i �V I I I I I I I I I I I I I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE „ X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8- x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8- x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 7`0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 2" WWF 6 W1.4 x W1.4 ATTACHMENTS i2" � �� 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH / WWF OR FIBERMESH ELEV. 4-3 1/2" z 31/2" MIN. i 31/2" MIN. A.F.F. O ° I 1 e . N — 31/2"(min.)-4" _ v ° q' _jF 1/2"(min.)-4" fill 00 31/2"(min. -4" — �7�31/2"(min.) 4'7-111-111. I' TTL — (2) #5 CONT. 41' 1T 1�,�T?�rTr $„ U.N.O. MIN. TYPICAL BEARING WALL C@ STEP V@ SHEARWALL j C "SHEAR WALL" SCALE: 3/4"=1'-0" S3 PAS• SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ M �OAo s INSULATION PER FBC AND ENERGY U FORM SUBMITTED WITH PERMIT / \ 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 1U-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"*X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] 2X PT PLATE #5 REINFORCING FIBERMESH 1 WEEP SCREED INSTALLED BAR ---�� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR p . o #3 & #4 LAP SPLICE GRADE 40 MIN. Fy-- 40ksi .D z N [GRADE 60 MIN F = 60ksi] M — �T}' -0 e • FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] y III D D ° — — bo 6 MIL VAPOR BARRIER — W -NZ#5 REINFORCING BAR R 17/8" � r � ..• o ° III —III COMP. SOIL. (COMPACTED TO I — 95% MODIFIED PROCTOR ASTM D1557)—rrr--; rT—rrr 4" 11 A11 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-01, J CONT. BEAD SEALAN INTERIOR -3 1/2„ T • 74 v• ' CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m e -1 - N M 6 MIL VAPOR BARRIER —I I 411 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �2-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8-O.C. —INSULATION PER CHART ON FLOOR PLAN i CONT. BEAD SEALANT E 6x6W1.4xW1.4 WWF OR FIBERMESH Cl) -A ' I — 1 K S3 L — (2) #5 CONT. 4" 14 811 U.N.O. MIN.� TYPICAL BEARING WALL @ STEP CC ►�rr��r��? REINFORCING•1 HOOK #6 LAP SPLICE REBAR DETAILS rF FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR TOP OF BEAM (2) HTS20 2x4 P.T. PLATE lo � 7/ta" O.S.B. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS z O W � w J w 0 W w Cn U-0" FIN. FLR.A SCALE:3/4"=V-0" \ S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE w p U a. A . a. LU I _ co (2) #5 CONT. =1 IFILIJ ON 3" CHAIRS 11 / (TYP.) 81' -Y" 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N a WWF OR FIBERMESH �, E °. p. 1i TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3!4"=1'-0° S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH FOR TRUSS CONNECTION INFO ° & LAYOUT DESIGN o - SEE ROOF PLAN 00 -- �. A. ° a A c7 c 1 FOR STRUCTURAL r t — •1 BEAM SIZE & N c CONNECTION INFO -2x4 #2 SYP P.T. FRAMING w/ - — MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 7 g" ATTACHED PER NAILING FOR REINF. INFO. SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL -SEE PLAN FOR STRUCTURAL SLAB INFORMATION. COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS nn S G D M -SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND I I w/ 1!4"0" TAPCONS AT 8" O.C. PAD FOOTING I I -TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS ,c TO FOUNDATION PAD E d SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING. t ' VARIES PER PLAN Cl) -SIZE w/ MIN. (2) #5 VERTICALS ooGRADE FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) z = _, • LU w -BRICK PAVERS or SLAB PER p o v • •' • • z COMMUNITY SPECS " - - w -- ' '' .• . 1 FOOTING v BEYOND PAD REINFORCEMENT—/3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN SCALE: N.T.S. S3 cry N Q N 00 ® ,_ d -" o . 5 u�- Ct 1:1 ..vo r,:.... CV CV 0 CV ,�,taaat}ssari'ars •�\, � ICJ �=' lz•, N P L7-0 N t; e k •. S T r, i E 4� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W ` 0 g s Li y ��N� 0 s 0 ��IZ� � I» yr04M0 # LL Q JLLLL LL W IL Z m c M o- 4 0 0 (V 02 W M m us= oo CN NZQJ Z N o V U W ❑❑ 04 M N z co z z N z E -J � � a U 0 w S to c N �N U � ® W J ( I �® t in C o s�o o �w Z LL <N v EEp °14� �_ ° 0° E a�°Z z N� ¢� a �% a_ ra N Cy m2 O Ow z _ v� m aw Z,Z Fp a0 C p a NIt W U ado �t yz =3 o w .o C> ar 'S V zIa ,o > LO m CN r Co O M = 0 C:) Lo CT N '- 1 0 o 00 m ' J N T O CN �- N ,`/off CD C� C .0 Q r 1 LLO T o z E O '° m E c C I1 U Q p 3 JOB NO: 22-11668-11666 SCALE : AS NOTED SHEET NO. S3 (MONO) . •ram., PuTr .m (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M,U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/81, 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/81, 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK k:-- ' ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM PLATE INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (Np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID ++ POINT EVERY OTHER + STUD W/ (3)10d NAILS CRICKET AS REQUIRED , SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW i 1/2" EXTERIOR GRADE SHEATHING "7 - K_ 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 Rta N NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/CACONT. W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 # AND FILLED SOLID W/GROU 1 #5 VERT. IN CONC. FILLED STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) k-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. -SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN CL TO OPENING DOOR OPENING ❑ FEIEXTERIOR J ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑FiT ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11"DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 =-- 1,r no 1011111 ��IIII IIII!� NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 411 FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J c T LLj MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR----_ GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL 96 3/8" 88" 71" 5811 41" All - I 6 3/4" 10" 31 /2"- SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a a 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. T�Z S�cF �AO' yL 'V 2x CRIPPLES @ --i 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -C VERTICAL JAM 5/8" 11 " " " " . x J-BOLTS 6-3/4", - ,AND 9 - / 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- 2 x 6 P. J-BOLT TRACK BRACKET ✓VVI\ 11 v,V 1\ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' -4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (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 (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. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ_%N� SCALE: N.T.S. S4 GE 12 (TYP.) SEE ELEV. C\ SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS r(BLOCKINGW/ 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 ( ) Uj v O/C FIELD er ? a 2x TOP PLATE Cn V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS � = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LEQUAL O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED �-10d @ 8" O/C ATTACH ALL -j EXTERIOR STUDS W/ (A16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS 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 SP4 0 SIMPSON SP4 -t TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC /� SP4 SP4 / LINTEL SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS S 4PSON SP4 LINTEL 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) )S (9335# SPF) IN. 8" PDXIED A.T.R. 2&NUT 'OXIED A.T.R. I&NUT OXIED A.T.R. Z&NUT ROOF TRUSS ABOVE /- 2X BLOCKING I � 2X8 P.T. BOTTOM Pr E 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 TRANSOM FRAMING 0 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2X8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY-TS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOL MAX. (MIN. PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. It� C= sv Oro a t� p t�.. 'v' Q .J t .:J CJ Gn N N O ��Ef49if,;f, d S T,1. t: < i:-'t •�'+ 4 " S To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E 0 O �� 0 � incnn�A tlJ M a Q C LL J u LL- LL o. -9 d Z —��Y� t�zY L F � O ^_� 0 W r°n2pjOi m In N z Q J N OU Z W 013 z '2 z N N zC1� � o +-J U 0 w 8 c NLn U w J E t 8 z`•.,. U o ;5 2 0 _ • Of Y Q so o �w M M < Z Z ao >� Q o®a E0 ra� 0zo� 0ao CNgE CD 0 wz woZ z m00 c - N or m zLL 'aw z m z 3 0< z ao a� w� �w W U �o �k 3 �LL wa > O M a t �Y i s 0j° c O 0 .y 7.L6 i 0 T co O M = 0 N LO N O m 00 4-J N O LO N C O =5 Q T d' LO E C V Z m z N E Q In m m FL E :3 U Q p c JOB NO: 22-11668-11666 SCALE : AS NOTED SHEET NO. 1 I I aRl II �I�11 ! I ILi �--I.J SIMPSON HGAM11 W/ (4)1/4"xl 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 DETAILS (2) 16d NAILS—� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX. 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL IF >9" SEE 10/S5 45'± / 45' t SEE STRUCTURAL NOTES AND NAILING 2x4 CROIS BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD ) (SEE TABLE EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1 Od TOE NAILS @ EA. BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHINGATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ � NAILS @ 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD GE EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x411 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT i DOUBLE TOP PLATE EACH JOINT w/ (3)1Od 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END �� " BRACE TO EXTEND VAIT EACH JOINT w/ (3)1 Od & (2)1 Od (NOT REQ'D WHEN i ; i� LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR `� i�i LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER ) �i� 5� GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING i"� 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE �� `� (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF . �� • ` ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. SNAILS @ 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 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 1063" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES M�:2x4'7" ON TOP OF PANEL 1Odx3" @ 4" O/C INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ 4 1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. I I � � BLOCKING, FASTEN WITH () " MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MAN UF. ATTACHED w/ (2)16d TOENAILS 10d 3" 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x21/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. INS5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N ;0 NOTES AND NAILING INFORMATION zo ;o SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES `° 00 Ill 1 Il- 00 1/ 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM -2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT �� (2) 2 x 4 LAMINATIONS W/ (1) ROW 11 11 (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGEREDCOMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE 2 16d NAILS ( ) 2x4 BLOCKING @ 24" "10d (D = 0.148 , L = 3) OR EQUAL (D = 0.207', L - 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST 4 )ROWS OF ( O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR 2X4 "T" ON TOP OF PANEL LL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ �T7 EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3" @ 4" O/C (2)12d TOENAILS L NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) ) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. TOENAIL r (2)16d NA 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 a e a a. CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `- MINIMUM (2)16d PER JOINT \--MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 BLOCKING 2x4'7" 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/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAIL/6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL x @ SIMPSON SP2 wl (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 --CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • z w .BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C `-MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO L BRACE (1) 2"x4" (U.N.O.) L BRACE 2"X6" (U.N.O.) L BRACE 24" 0'0" - T-0" 3'-0"- 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dxT NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS -l.V1Y I . OCHf{IIYU `- GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN E S5 LE I I.III I■It M s� 12111111111111111 NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCALE: NTS WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION m OO �' LiJ N �> , < s W .171.. CD tn i, c N v `�,rrrr�::rr,ly 40 J; J �j• STA.E OF •i., ..; . ,`lldYdYSirS 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 structureI engineering portions of the drawing pages bearing Engineers signature and seal. W vEo Q U N N Lo V c:3 U,) .9 di M Q LL Q OF LL y LL a Z m C o. 2 = f0 0 W 'o2ti� 0 2 L NZ d k LLW m w N OU = W oa �(D � P® Z M zo Q v J z a L^nLD 1 � V O w s In c C4 as r U � � c 8 8i Cq � B'9 S o M c*� a o Z Qc6 LL E E � 1. w° z a ¢s 0® a ivo 00 ~ O ra o ¢ do 0 ¢ �z z N a 0 w w J N C z U 0 oZW Z z - Qi J to m 2 Q W 1 N 0 F . op = Z ao � W �j ao �w I� y� =3 O C FF o¢ ZIQ ao o— U 3 c O 0 >L 0 CV /W\ m 0 C O M z O N `-> N U) Y O 00 o m O CV T *d 0 04 Lo F-- N O Lo O T_ E T T z z E O N m m E U C a _j Q p JOB NO: 22-11668-11666 SCALE : AS NOTED SHEET NO. S5 1. v,*!w r .�.e • � �� ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATION — BAFFLE INSULATION PER — 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 151000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER\ O 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 1x WD FURRING @ 24" O.C. BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY C=1 ° ° .. • Art M •'i �. 6x6 W1AXW1.4 - d °: ° '° WWF OR FIBERMESH - MR e•. ° UNDERLAYMENT :FOR 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 - [RSH] - 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 o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 a-�9— APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER � METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD JI`w LAYER 1/8"THICK. LL,w —INSULATION PER �V CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE JBARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL fn a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR 7 CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE =1NISH GRADE c0 M Fur" \—STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2—STORY WALL SECTION REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP W/(8) 10dx 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL -- *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" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST 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 ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 VD FLOOR FRAMING - SEE ECTION J/S6 TTACHED WALL SHEATHING 0 BOTTOM PLATE/CHORD W/ 8d 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS —FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF, 2"x4" CROSS BRACE @ 48" K SIMPSON HETA20 w/ (8)1Odx1 1/2" O/C FORTHE 1ST 2'-0" OFNAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 Zx JIUU'(CV I 2"x BOT. PLAT[ (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS; FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. TTACHED WALL SHEATHING ONTINUOUS TO BOTTOM RIBBON 11 8d @ 4" O.C., 2 ROWS STAGGERED (4 RIBBONS, EACH W/ 4-16d AILS INTO EA. FLOOR TRUSS /EEP SCREED ISTALLED PER. MANUF. IMPSON HETA20 w/ (8)10dx1 1/2" AILS AT EA. TRUSS w/ MIN. 4" MBEDMENT IN KO BLOCK 15132" OSB �I EXPOSURE 1 x II SHEATHING x F PROVIDE II II BLOCKING AS REQUIRED PER D w O SECTION X-X IF II II Lu J NOT FULL = rn HEIGHT SHEET C II II F Z to II II G FLOOR SYST M (2)- 2x TOP PLATE d BEYOND I TF T _T —I I 1 POPO SUURR E 1 EXX W F SHEATHING II II II 2 SOLID 2x y III C I I II II II I BLOCKINGSHEATHINGALL C O 0 EDGES(SEE IIIOPENING SECTION X-X 0. III III x IF 741II �W II III x E _ 2x STUDS W III I I II II I I BEYOND.CIO SEE PLAN o III I I I II I it I II �I I I O 11 l Lj III —II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM B 3/8" "S" = NAIL 3/8" SCALE:3/4"=V-0" S6 SPACING Z-1 S 3/4" S41S 1/2" /2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY — @ INTERVALS NOT EXCEEDING 1U-0" (R302.11) SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE ::�,X — — -tea- -�•- —:e r=� = .. Y Q SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 4 I CO �\ 'A f '-8 � I Jj ln�TCLEARANCE HAIW13"M N .��CHAIR W! 3' MIN. INTERIOR 2-STORY FRAME SECTION ( 5 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. M AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl 7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL WI (4) d NAILS •(2) d NAILS @ 3" O.C. STAGGERED FOR SHEATHING 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.) 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 x" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT LU PENETRATE SURFACE MORE THAN Ys". u) Z NAIL AT BASE 2 ROWS @ 4' O.C. w/ d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z x @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O QD NAIL INTERIOR AT 6" O.C. w/ d COMMON NAIL. ai O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J O wl8d COMMON NAIL O O PLYWOOD SPLICES I SHEATHING OHEADER > I- in w/ 8d COMMON NAILS@ 4AO.C. (2 ROWS @TOP & BL TT MP00u) v~i to oo LL X OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 0 O ~ MEMBER IF GABLE END U.cr W NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL • d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 1/2 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 11W. 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 .• INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T, BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6X6 W1.4xW1.4 WWF OR FIBERMESH C.a ° .. a t a a• M -1 I I_I I I_I I I_I I ° �°' ° I_I I —III I I : ° :. 1�1111� 111111111 � � a: ;III a_°.—� I III=III=1 (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS 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' (3) 3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. w FINISH GRADE _i T V S6 M •LV N CM "- a� -c Q1W c_ rt c_J <a w co LY t -�a c� ee P, c� C14 CV O CV •I- HIV �' � l� �,. - ors • ilr STATE F td'f rLbi+bb rr�P51rGIC1i 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 W 0 v E g 8 ♦ po N r Lo V 0 r- Co in In N 0 ri ajM�S5z2Z � Q C J LL11 5 J5 aW Z m C °' C .~4`- �. ] 6 -!R �O1m W02,C) w O ILZ oo _dZ 04Z U U O El El z z Q $ a N z Q) c� U 0 w 8 to c N �N - ~ rn w � zI c CID �0 0 Q Y S o �z M M a 0 z J U_ V5. �a �o i a"R Q O E u E SI < z• °� OC t— r3 X U o E N � a,-o �o ¢� �< az ttw L ru z mg 0 zz Z��Y - co J Nm �b <w X3 o< zz Z Z ao z3 0 �w W J �E _ w i3 arc o � za 0r a r i;3 c O 0 to >� CV T C.0 L CID C) M O N LO Cr N o r C)O v J m CD 0 `o F-- 04 CDC (=) CD Q T d L( ) O T r E r z z O d c E a. U Q O JOB NO: 22-11668-11666 SCALE: AS NOTED SHEET NO. S6 (MONO) 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 J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING -A GN THIS STUD WITH / 2x SYP CUT TO FIT ' BEARS IN WALL I _-----2x12 SYP lo BEARS IN WALLzAz I '---2x6 SYP / v 11 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP / AND NAILED TO FLOOR WITH GLUE STRAP(SIMPSON / AT STRINGER CONTACT POINTS (114)4) MTS12 w/ 10d x 1 1/2" N NAILS) 2x4 CUT ON BEVEL ' -- — DOES NOT BEAR IN D D WALL GLUED TO zxa L__ 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 / \ / 61. FLOOR JOIST STRINGER MUST MAKE FU CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH STRINGER —� I —3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER [SIDE) TO BOTTOM EDGE OF 2x12 STRINGER —2x4 DRAFT RISER AND TREAD STOP / —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS ' � 1 BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X 2 4' TAPCONS @ MAX. 32" O.C. / I I 1 ROVIDE MOISTURE I PROTECTION L?ATTACHALL COMPONENTS / TAIR TO CONC. W/" XTAPCONS @ MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER TOP OF ' \ STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 UNDER STRINGER GLUED AN 2x4 DRAFT NAILED TO LANDING BLOCKING x8 SYP STOP �� [ D / / 2x8 SYP DRYWALL STOP 2x4 PT NOTCH -,,,,,,,MUST NOT TOUCH INTO STRINGER 2x SYP CUT TO FIT 'STRINGERS H D BEARS IN WALL 2x8 BLOCKING FOR STRAP 2x8 SYP 2x12 SYP BEAR,'I I :�� 1 IN WALL I I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON — OTHER TREADS / �y 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 2x I DRAFTS P 2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS \ _ x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: " = 1'-0" SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN \ ` WALL - SECTIO FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING VI 2x6 SYP 1 / \ 2x4 SYP BLOCKING FOR STRAP 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLU NIAILS d x 1 1/2" / AT STRINGER CONTACT POINTS ) N VIEW "D" SECTION VIEW "E" SCALE: 1" = V-0" SCALE: 1" = 1'-0" /—" PLYWOOD x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = V-0" 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2X4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS H 0 2X4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) \t2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LX4/GLUED AND NAILED TO STRINGER �KOR DRYWALL SPACING �H E SECTION VIEW SCALE: 2" = 1'-0" 50T F 2x4 ST( 2X4 NOTE: 2x8 ' \ DRYWALL STOP \ NOT SHOWN / \ // STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO GIRDER, FIELD VERIFY OF NEWEL PER CONTI I 7 (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = V-0" F SECTION VIEW SCALE: ? = 1'-0" BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, dD NAILED TO WALL BELOW :L POST LET INTO ILOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT -TO )ISTS) H 2X STRINAR 2X BLOCKING PSON MTS12 w/ ' 10d x 1 1/2" Al LS 2X BLOCKING 31�D RISLN;2_ � ECTION VIEW "H" SCALE: 1" = 1'-0" c� N c� ci 00 ® Q). c a U-1 �, L a. --) - r. _:l zn �- ��s wy ZL a N N 0 N v U� No F' ra kr- z< w}J tr?-IE IF a' w fit jjj:jtli@iit�� 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 W vE 0 8 ti (0 0 S y FN� a� 0 M Q M v C J LL W �"" 13 Z _ —v a 2 m C L c(9 o 3 Z6 04 x a IL LLW J to NZ k Z N U N o0 N M Z pN� f0 z Z r a P1 V) N z 0 u- " A U 0 w s V) rs �Nto = to w as � J � = L I ®� ¢ 0 s�o CN oCD �w o U_ E >� a� Q CL Wo �® z F— N XO a � ¢o DO �! Ww � J C y '0 oz z co a � Z of ao Q 7w W 6.� 71 w wz =3 w �5 O � d 0 v z< C O O � L6 v� T co O M :3 O N LO T Cr N o v, 00 m N 0 LO F— N O Lo _p O It(M LO ch O T— E T r Z Z O H m L � E Cj C a U Q 0 JOB NO: 22-11668-11666 SCALE : AS NOTED SHEET NO. 1x4 1/2"DRYWALL DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1x4 F 1/2" DRYWALL F INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT F P.T . TO PRODUCT APPROVAL FOR CONN. MAX. 8"♦UNACCEPTABLE #0 PROPER INSTALLATION DO NOT DO THIS 0 0 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. "1 APPROVAL FOR CONN. APPROVAL FOR CONN. X 4 )11 x4 P.T.x4 E ♦ ♦ #5 REBAR (TYP,) 0 # 0 0 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 3-1/4" LONG X 3/16"0 11 E 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING FURRING TAPCONS #5 REBAR (TYP,) AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C,, 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 STAGGERED @ 16" 1yo MIN. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING O.C. 2-ROWS INTO PER MANUFACTURE 1" DETAIL 2" EDGE DIST, ATTACH MASONRY ♦90- HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d 1-1/211 DETAIL 1 x8 w/ (2) ROWS 8d NALS 1x4 & 1x8 3" DETAIL STD. 90A *4 @ TOP & BTTM CHORD, AND (8) P.T. P.T. STAGGERED @ 12" O.C. �109TD. FILL SOLID HOOK (TYP.)♦ BOTH CELLS 4f# FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT 4' 41 METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL 1/2 DRYWALL NOTE: APPROVAL FOR CONN. 1 N 1x4 EACH END W/ MIN TO PRODUCT x4 4b LAP SHEATHING TO DOOR JAMB (REFER /1S6 TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" �*2PEDGE DIS 3-1/2" TAPCON 16" BOTTOM OF BAND JOIST TYPICAL x @ ) APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4♦TAPCON **4b_ @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING DI T ♦ TIC COURSELw/ SIMPSON HGAM 1 OKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ w/ :FIRST (4) 1/4x1 1/2" SIDS SCREWS 2x AS REQID MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 P.T.T 'I, L INTO BAND JOIST & (4) VI 3/4" " STAGGERED @ 12 2x DETAIL 2 1/4" DETAIL O.C. 3-1/411 DETAIL NOTCH WEB AT THE♦♦ TITEN INTO K.O. BLOCK ±5 A FIRST 2 COURSES♦FILLED BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.m SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS FILL 1 st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT ir 7-0. 8" 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X4 FURRING SOLID BLKG. AT TOP BTWN. TAPCONS 1/4" x 3 1/4" PRE-ENG TRUSS DESIGN BLOCK HEADER ARCH BLKG. & BUCK —SIMPSON HM9KT w/ (4) 1/4"11/2' SDS SEE NOTE 1 BELOW 1/2" DRYWALL SCREWS & (5) 1/4" x 2 1/4" 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"11/4" TITEN = 2150 #) 2x SUB FASCIA 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE INTO ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1112" ,7BLKG CUT HOLE IN OR - FOR BUILT UP PLWD. BUCK ARCH PANEL HOLE I N O.S.B.S THIS .CELL IN% S AREA POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN 1-3/4" TRIM PAINTED CONTACT ENGINEER OF RECORD FOR A FURTHER INSTRUCTIONS. SCRIBE (NOTCH) FACE OF ARCH W1 (3) 1 Od NAILS n BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL F CHANNEL, SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. .:A A OVERHANG"' :A CONNECT W1 8d NAILS BRACE/ BLKG. \_2 N.T.S. FASTENED PER NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT INSTALL WDW. SCREW ANCHOR -.1m x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP A RETROFIT WALL OVERHANG DETAIL (NITS) 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 11/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED W/ (3) #6 X 4Y? WOOD NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING ARCH DETAIL MIN. 4" EMBEDMENT AT 16" O.C. LISTED IN THE DESIGN CRITERIA ON SHEET SN. N.T.S. 12 2, FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 11-011 51-011 SSSCALE: � JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: TRUSS COMPANY OR - CMU w/ T NAIL.097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. - WOOD wl (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND 011L�fINISHFLOQR 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE Ilk B-B EMBEDMENT INTO K.) /4" MAX Z-O" 8" PER NAILING SCHEDULE ALL A BAR SIMPSON STRUCTURAL SOFFIT 1011 A, I> •CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SF01 & 90' IN TOP BLKG. & BUCK 2X6 TO 2X4 H2.5A wt (10) SCALE: 3/4" = VI FOR ALUMINUM SOFFITS WITH SPANS C) 1 X 4 FURRING 8d NAILS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER P.. KNOCKOUT/ C-"4 THE SOFFIT FL PA INSTALLATION CRITERIA A CHAIR BLOCK 8d NAILS @ 8- O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTI NG PROVIDE 2 x 8 DIAG. BRACE BTV4N,., PROVIDE (2) MIN. CONT. W/ (3) SIZE AND REINF, PER PLAN E VERT. BRACES WHEN HGT. OF !0 TAPCON AT EA. SIDE 12d NAILS AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY--/ O.S.B.S. ON T LEAVE A CUT OUT IN N T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL .10 A. 2 x 8 VERT. BRACE(S) ) ��ULATION INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT 2� TO BE INSTALLED 001 .2.,t 0 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" A 4'-0" MAX SEE PLAN BUILT UP PLWD. BUCK- 4 * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. 9SCTANDARD r 00 9 i HOOK EN SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH _j + + + 4 A/Y (2) 10d NAILS @ 8" O.C. #5 BAR IN TO FIT ARCH CONNECT W/ A-i -," START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD + TO TRUSS TOP CHORD FILLED CELLL •L, AL, 8d NAILS -2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4'MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + v L V L, L, V .116, INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" + PLYWOOD + ►SHEATHING L,' 16 1 Z - v v Sk THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + ANCHOR INTO ARCH BLKG. rK HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL 13-13 DESIGNED ONLY FOR THE SECTION @ ENTRY BLOCKING AS + REINF. PERLAN AND STEMWALL 1SCALE: N.T.S. SS INSTALLATION INSTALLATION OF SHINGLE =3/4" V-0" \11 SS2X4 TRUSS REQUIRED TO + + MONO TO STEMWALL FOOTING SECTION DETAILS METAL ROOF FINISH SUPPORT SOFFIT SYP 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 bENTER SO IT DRILL 3/4"1 MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE J EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR 'I STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR 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 "�PEI WHERE THIS CONDITION (MAX. 4--0-1 #5x6'EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS #5 CONT. TOP & MID 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 6-0- _F. SCALE: 3/4" V-0" 1\ 0 Cn < (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) �s 2 FILL CELL FULL HEIGHT W/ LU LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP LL_ NON SHRINK GROUT. 0 2 SEE SHEET D2 AND SIMPSON HTT4 w/ (18) 1 Od x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL r LU CL A REINFORCING AS FOLLOWS: SEALANT FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. 5/8" DIA. ALL THREAD ROD D #5x6'EMBEDDED INTO 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 MIN. 6" EMBEDMENT & p q FILLED CELL SMOOTH. DO NO FURROW. ;`00 3" MIN. EDGE DISTANCE C14 DRILL 3/4"1 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT GRADE _T SET BAR IN EPDXY) FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6'MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE CN it REMAIN FREE OF MORTAR. NOTE: z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. CN TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL N__ o (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. 1SCALE: 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 MAYBE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" RETROFIT FOR MISSING '0 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-04 C_j C� cli 00 aD C) a Cr 0.1 xm x" Z.7. CN O C14 L E 0 N, 0. 7: 7 _50 S T A iz •C fo 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 seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W E Lo 04 CO 0 j* C�n 14 T? LL N U_ U- LOU Z 0 J Lu — W 2 o W L WMLu UZ C14Z< I ,) 6<003 W 1:113 0 v < U) Ln 27 o 4-1 c/3 0 LLJ L40 Cq V) a -5 X CD aim C-) 6 W E 8 < C"! so co Cl) o Cd E ca- C) 0 K® E cc 1_ C1 < -0 �¢ 0 Z C> E �z ¢C14 0 t;5 :3 '0 OIZ Z Z�_ - �z 10-.0 2g -, W C:) M0 CD z< 0 L6 013 I CID C) LO Cr 04 W 00 U 0 C%4 0 CN LO -0 CN 04 Lo CF) =3 < It Liz C) E 'E 194" 0 z M z E C) ID M E -�-; I3 ca c 0 _j < 0 1 _j JOB NO: 22-11668-11666 SCALE : AS NOTED SHEET NO. %SS I *DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING SEE ROOF PLAN SHEATHING ---BLOCKING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP. SCALE: 1/2" = V-0" G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS — f AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: 1 /2"=V-0" TRUSS NOTES. TYP, HAND FRAMING ABOVE TRUSS CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. 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 2x8 BLKING. NAILED @EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w/ (3) 12d NAILS WHEN SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED W/ (2) SIMPSON HTS20 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) -10d X 1 1/2" EACH 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. �C 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 DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg g 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG, TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX &EACH END ALTERNATE DIRECTION TYP. —� " CHORD AT ALL HAND FRAMED AREAS TYP. TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"=V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 HIP G.T VERTICAL SCAB 2x6#2SPF 48"O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAXTRUSS 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. AT- / CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a� INTERIOR BEARING 3 SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT (2) SIMPSON SDWC15600 SCREWS PROVIDE 25" LAP @ SPLICE @ F.C. REBAR EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W • ,-. ••• • :. i •- •-� •- • • • • • _y = ••- is i & _ • - • DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION @ EXTERIOR WALL SCALE: 3/4" = V-0" 2'-0" MIN. LAP SPLICE 1'-01, 6" 6" V-0" 6" 61' 1'-01, TYP. TYP. O O I O O O O I SPLICE O O I O O O O 2'-0"SPLICE BEYOND T-011 01 PART. ELEV. VIEW 1 " 16" O.C. 6" 6 DBL. KO. BLOCK--\ MIN.I MINI TVp � (2) 2x8 SYP #2 P.T. CONT. _--111111111111111,11111111111111111—_,- LEDGER w/ (2) ROWS OF 5/8" 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" n r "vn'..1., 'n err..,, •.s rr •. �.., i n 1 1 — PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES —@ 24" O.C. 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) 5/8" 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 DETAIL - ADJACENT TO TRUSSES 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 1002. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD MA•T kl ["Tr Mn MAST SEE GA FILE ASW 0810 SCALE: 3/4"=V-0" M\ 17.4 Tl1CAIA,LS 2X6 P.T. CONT. -EDGER 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 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-7 OVER PARTY WALL STD 909 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 (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 4" EMBEDMENT & 6" EACH SIDE OF SPLICE AND EACH END SEE 54/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CH I FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 TEI AND SEALED PENETRATION AREAS W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS (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. —� 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) 4"'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 7 � DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. 2X4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. (TYP.) EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W1(2) 1/4"x3" TITEN2 2X4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. (2) SIMPSON SDWC15600 (1) LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO 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 3/4" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4" X 2-3/4" SHEATHING TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP. ON BOTH FACES OF WALL) 1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT (DRAFTSTOPPING) 4"x4" INSPECTION PORT AT 0 BE NAILED W/8d —EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO —1x P.T. BASE NAILER ONE SIDE OF THE STD. 902 HOOK FLOOR TRUSS FOR AN (SEE DETAIL) AREA :5 1000 SQ. FT. OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA &SEALED (4) 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO \ EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. T... ORD BRG. DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT V P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. WB. TYP. "S" MORTAR (TYP.) 9 • • T (4) #5 CONT. STD. 902 HOOK ON 3" CHAIR 8" 21-011 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION PW01 SCALE: 3/4"=V-0" PRE -ENGINEERED --- FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 5301 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 SEE PLAN TOP OF WIND W WINDOW PER PLAN 8" C.M.U. WALL 10'-8" DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL DP OF SLAB 0'-0" F.F. 00 VARIES WITH N SITE GRADES SEE PLAN 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 N 00 0 a_ n Q vLW o C•LW .1 U � f�>7 -.-Ra �a �9 • tri .�, 2 ..3 ..� >. c.) N N 0 N ;,� to >> L1• ___ .1°.".� r° ~ ��; .,'t•*fe�c— STATE OF 1 ,r °,� mot` "�• ::.'.� > jfjfill.iit5>o+ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H lot E 4 8 W(0 O N O V i °'- m 2 N to ViN0 to ej (h v , Q C J u-J wLL W o t9 -9 _�_ a z w =29 �' 7 l6N!g Wrn °' °' w J LL ad N d6 00 Z W �E z N z Q J a M V) z a o a)(D u- +-+ v, o a U 1 Lr gJum N S N f0 1.1.1 L U o < C14 S, m o �W M zZ o Z Q E wo >� aro a o w'z i Z® od Uno Z b CV i a a< wo ao w z ¢W U mo 2 of zCnQ) a� J �m a ° aw 2 z U) O ¢ Z0 z U a wLL a �w W U Qa¢g =H �� zW o (O >I° a 0U ?i 0 In �L6 �n �- ns T O M C N _LO Cr N 4 U) Y O 00 m N T Lo F--- N O Lo ='= O QT llqr LO O T y E r O Z Z 7 N E 0 m a v` 0 � ¢ o C °i JOB NO: 22-11668-11666 SCALE : AS NOTED SHEET NO. D1 fA"1'17w■Y1AA 1 A � THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK e SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE WEATHER CRESISITIVE BARRIER FOLD UP WEATHER i RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN ---, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF J01; UNDER DECKING ED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: /TV 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL ° ° COMPATIBILITY SELF -ADHERED FLASHING t'. J L- SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING `� NAILING FLANGE O DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS BOTTOM NAILING 8 UNDER DECKING FLANGE (SEE DETAIL WP07) SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW I EXTERIOR DOOR WITH DECK DOOR ROUGH OPENING WINDOW UNIT FLASHING REQUIREMENTS � SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR PROOF CAULKING CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or suBFLooR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied - - horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW PP � 9 9 PP (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �`o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTENVERTICALLY AMINIMUM B" RELEASE ADH SIVEASSHOWN)EXPOSE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the VERTICALLY FROM pptype of sealant. Fluid -applied membranes used as BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. no 01 SELF -ADHERED FLASHING no 1.3 1.3. In accordance with other approved methods.INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 7Ground7 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING SELF -ADHERED FLASHING Sheathing APPROVED HOUSEWRAP - PATCH STRUCTALATH TWIN TRACK 2.5 Stucco 3/4" CEMENT PLASTER ° 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE ° ° e ° ° "V" SEALANT SOCKET WITH JOIST TOOLED APPROVED SEALANT SINGLE WOOD BEAM JOIST BELOW 1 SELF -ADHERED FLASHING Foundation Wall u ° SELF -ADHERED FLASHING a ° ° ° Q G _ 2 3" MIN SELF -ADHERED SELF -ADHERED 4 FLASHING FLASHING Q 5 SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING I SELF -ADHERED FLASHING �' FOUNDATION WEEP SCREED EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER SELF -ADHERED FLASHING 2X FRAMEWALL - - - - - -� PRODUCTSDETAILS TILE FINISH I STRIP OF SAF LEGEND I 1 SELF ADHERED FLASHING (SAF) DRAINAGE PLANE WRB DRAINAGEPLANE (DP) WEATHER RESISTANT W I D(WRB) ( I WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO II 1/2 DUROCK U' > BOND BREAK WRB BOND BREAK WEATHER RESISTANT BARRIER- - - I I SELF FURRING (SF) LATH PER THE FBC RESIDENTIAL 7TH EDITION (2020) to a PLASTER ACCESSORY i I SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASSdo 1'-4" PER PLAN ? I� Detail Instructions 1'-0" PER PLAN WRAP DP WRB ONTO in each detail that corresponds to the Refer to the number marked asRinstructions I I THE VERTICAL numbered items in the list below: SURFACE TO TOP OF I it I FLANGE AS I BARRIER 1. Install self -adhered flashing in order as shown by numbers 8" CMU SLOPE _ i i t I 3-1/2" INCH FLANGE - 2. Install flashing and weather resistive barrier to form water shedding laps 4"OR8"CMU Q °a -----------------J 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) ° z z Ij STRUCTURAL FRAMING 4. Split the release paper using the ripcord (Split release on demand, __ FILL WITH GROUT 8 a g embedded in the adhesive layer) - for ease of installation and to M ,�,if I STRUCTURAL SHEATHING scoringminimize t ° ° ° M a Lu tl THIS GAP IS A RESULT OF •I . STRIP OF SAF ` PLASTER STOP NATURAL SHRINKAGE. 5. Remove all release paper per standard installation instructions and ° co �- - - - - - - - DO NOT SEAL. - - adhere to substrate using a square piece of flashing material 6" x 6" 9 q P 9 ( ° ° ° = (� CAI) CONTINUOUS BACKER i ---- ---- . DRAINAGE PLANE WRB ROD & SEALANT Minimum SLOPED MUD BED ° ° w _ U DRIP SCREED PLASTIC I I ACCESSORY t BOND BREAK WRB 6. Fold as shown by arrows _ �- ° a w ! i SF LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to I --I ° � I fit tight to corner VINYL SHOWER PAN 1-1 ° O 8. Mechanically fasten as necessary SLOPE ° ° ° ° ° - 4 PLASTER STOP CONTINUOUS BACKER ROD &SEALANT a -- 'LA--.... .. SHOWER SEAT SOFFIT/CANTILEVER Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing .Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or Sim. caulk for all acv �G twu c ICL n ' �; :� __• tV Lam. d o - c L . Vi �A � J �•� ra :� fU CJ ., a 2�; N 0 CV d- �.✓,. L i,,. Q `ems VaV ( / 5 b r,. 7� S T!'4 i lee To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a a E g 8. oo Y 0 N n M0M Yi M LL J LL LL LL Q. _ °� o v o O W 0 CD m Z IL cc � MZ ¢ r N O U 0 Z W pp Z N M Z o Q J v1 z 0 � fD cn w U 0 w s N In c y � A i U) U d LIJ J _ E W$ V�.. = L U � � c = 0 O w CM M. ti a Z J LL ZO y L`1 a a w < N F- C - o ¢¢ "Up O Z O E N a= <Q dZ MW <z�0 ZK Z - 3 �m >Z to J N < ro S� f z a0 W � Q Z � 0o w� x3 J w �0 o CO 0. z a a F 'S olp > L r O T co O M 0 N U x O 00 T m N O LO F--- N o LO Q T "I LO CD 1✓ 1� T Z Z E 0 0 m E :3 c a U _J Q p _J JOB NO: 22-11668-11666 SCALE : AS NOTED SHEET NO. P I ' __L__ - __L___ -A � I __ - - 1 1, 4,11 . :::�� Mounting Brackets (10 GaugO +V2*x+1,-'2'x2-12" See Anchor Schedule Bolts 1/2" Di& A32S Galv. (Typ.) I� I I, Ing Screw5 A A/C unlit Bottom Edge /C Uin Hurricaane Strap (Typica E 3 in front) F Mint C or ront Cross Support 17S (May be cut to W) Left Bradcet (16 Gauge) 111145elf-Drilling StrevirsThru Brackets& Back Cross Support into A/C Una Bottom Side (Typical: 3 each side for hurricane use) Washers / Seltwi.ocking Nuts Sphx�L assiAlassu. uslax-ma- Air F-W -J, xb l4timn-Ad. A-,- Paktd SIA Disisarin awaslate, lateral voltmeter fi. saw spitily) Back Cross Support (May be cut to W) Rig ht Bracket (16 Gauge) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pass I or lbl= .q2ft Entay a 291 291 pill, ?Kid 292 Tvw Version MwmfwAum contact vAdeed Ift ydidmed SubmIlled I'lliCApproyal Apor aid= Affinnaill. 2020 Stuart Vnt Prwds 1. Mon" Grals. HF 14-.P.E� Lock. 5-6. P.E. 12M 01200 12flii 1208=20 Appr-d Cateriol. artucturad Components (877) 441-8368 PE-73778 (334)WD-i8OO 3.1bCateriorr. Products Introduced.. A Result of inforlitstrinfaventcorn Nw Technology cosawli... Norfolk Etuation Report frorn A Florida Registered Arthlbut cra LJ4.wd Floncla FL*5=4u Prodeco. Professional Engineer awl ProductOodd Numberurflarris product 0 .. ficifirmi Quality Aswreirm Approvedforthre Accrowd 1, HVHz Dutdd, for Use HVHZ kRDW R,,tt,,d D"kin prassure 1 ame Modal #154M10 D,:� Fu dch Fact and Ventilation Vent 1213112023 Y. Y. NIA -1001,100 2 ShatriVont Model 111540-511 D. F.-flonFlood,ndVientlail-Vent 120111023 Yee Yea N/A -100)LIDO 3 Snwrtierstlubd*�#1540-520 In dated FI V MI I?J31/2023 Yes Yes NIA lwloo 4 SmortVant Md. 01540421 In:u[SteclMooddVent 12)31/2023 yes Yes N/A +100)6100 5 S-TvAnt MdA1 #154&524 16&quct; Garage Door Flood Vern /2023 Y.� Yes NIA NIA 6 SmAltvant Mode #15406 '0 Wood Wall In sulatd Flood Vent �213 W 12023 Y. Y. NIA +100MD0 7 &-nVand Mot 01540-s`�4 14+5&qud: Gangs Door Flood Vent IWIV2023 Y- Y.. NIA PUA r&ft I= Version mwwfwum ftl&i. 2020 Drexel MsIaM IN. category: Roofing Sul"ortarr. Metal Rooting compliance lilletholt Evaluation Report ftcm it Florida Regshined Architect - Lo. sed Floadd� Proressiomal Engineer FL#il6?s4wFnXL.Cts it" Hurl or 1 ==.flng Systems Flo tilde Departme I of Buslinato & Professional Regulation Building Codes and Standards Product Approval Application DeMil Jason Shumate Zachary R. Prillst =21303�1511 PE-74021 Ishurnotellidnannnet,com product Description DUC 10014S. DMC 1506S� DMC 1755�. DIK_ 2008t DIM05V Valldided 0, Locke DOWN P. E. (334i300-IWO Few 101 1114rml 11111112 M Oak, Pending no V.1169W admitted FDIC Asionchnid A-yd atm. WOM20 0=9=20 cej2mozo IW13=20 APPI-ed OudRyAs"amo Amorwyavi for Us# Approved for List Impact Oydan In NV4Z QM"HM Rgalstant pressure IWIM25 Y. No NIA +01-1110 Florida Department of Business & Professional Regulation BuIldIng Codes and Standards Product Approval Application Detail P" 2 04 fim 10= 20 Date Pending 290A Tme Version Manufacturer oRptof EraftsmerAiLlcerin Valklated ft Validated Submitted FBC Appl Approved status R-laidat 2020 Therme-Tru Cariccusti- Sbwe Jaspersn Lyndon F. Schmidt P,E Ryan J KIng, P.E 0411&2021 12%31 r2020 04C2/2021 0610116=1 Apprxwed Category'. Exterior Doons (8M 843-7626 PE-42AM (813) 767-6M SubOatisjory: Svin"mij Edam Door Assemblies j-p-nCthern-b- Compliance Method: E-Iaflicm RAprtfr.m A Fiords Registered Archilect or a Licensed Florida Professional Engineer FL1112040114% produces N-mbw far Name M.!!�!Iliber-Cbsslc Quality Assurance FmductDewximon - - . - Approvedfortleir : to HVHZ ApprovedforUse, Quaddis IHVHZ lmmd Resistant Diation Pressure I and Smocth-Stor Nominal U#30,,8 liquotimpactiscluct; Opaque I2131t2= No Yes Yale WA Composite Edgre F.baqt- Single Door (I mwrlgmutswkv! X canfiguration) 2 b, Thermas.Tru Fib-Clasaut, and Smooth -Star Nominal W039,11 &cItictimpactitcluat Claaque IWIr-1022 No Yes Yes N/A Composite Edge Fiberglass Single Door With 5dolle(s) itnawng/Oubsnintl; X0. Oxor QxO oohfg�rab) 3 c- Therma-Tru Fiber -Classic and $mo� Nominal S&M,8 &q..t _ q- j2tall= NO Yet, Yee. NIA Composite Edge R befol. Cut. I ysitMout Sidelites )0( Or OXXO configurations) 4 it. ThermsTru Fibor-Classit, And Smoath-Star Nominal 89#WO l6quotimfoactillulunt, Opaque i2r3l= No Yes Yes N/A Composite Edge Fbawqlass Single Door (I nswinglautswing; X conligurabon) 5 e� Thsrm�Tnj Fiber-ClassIc And Snoom-Star Nominal S&WjgO a4u.1t, mitictillquot Opaque l2t3lr= NO Yes YAa NIA Composite Edge Fiberglass Single Door vAth MgtOd,- ng: XO, OX or CXO 6 1. 71hemna-Tru Rber-0 assic and Smootlh�Staur NomInal S&M,0 i1quodIrnpactAquot Opaque 12131t= NO Yes Yes N/A Composite Edge Fibereassi Double Door vAth or *ftut Sidelites ilmomnalOttianing; XX or OXXO configurAllons) 7 g. Thermsa-Tru Fiber-ClassIc and Smooth -Star Nominal SWIR,6 &guctl mpactScluot; Glazed 112131=22 No Yes Yes. N/A Composite Edge Fiberglass Sirmle Door (InswingrOutsviing: X configuradtion) 8 h. Themnk.Tru Fiber-Classlo and Smooth -Star Nominal 8903P.8 iiquot) rVactiliquot Glued 1201= No Yes Ym N/A Composite Edge FbAgl- SVigle Door yefth Sidci Isis) 0 in 5W ngrOutsw rifig XO, OX or OXO configurations,) 9 1 Therma-Tru Fiber-Classio and SmDoth-Star Nominal SUMS i6quatIrVacifiquot; Glued 12/31t2W No Yeal Yes WA Composite Edge Fiberglass Doubts Door Win or vithout Satellites (Ins-magl0tubwAn.. Xx or OXXO configurations) 10 Thortra-T. Froar-Classid And! Smooth-Sta r Nominal 8&#39,0 "l Inpact%quot; Glazed 12M112022 NO Yes Yes NAA Composite Edge Pi bawgIns Single Door jInvmmeOuta.hg; X cortiguration) 11 IL ThermaTm Fiber-Classc And Smooth-Elsir Nominal 8&#3eO &quct; I rVaclulquat; Glazed IX31= NO Yes Ym NIA Composite Edge Rloergraisu Sihile Door nh Sidelife(a) OrnsWilti/Ounwing; XO, OXor OXO configl.mall.ris) 12 1. Therm-Tw Fiber-Classle and Smooth-Sifir Nominal 8&#39P,0 &quotl rVactilquat Glued 12r3l= NO Yee Yes WA Composite Edge Fiberglass Double Door �aith or without Sidelges (InsyAngiOutirviing: XX or OXXO nifill-ficurs) 13 m. Thamna-Tru Flber�Classlo and Sinooth-Star Nominal 6&#30.8 flquotl mplactSequat Glazed Molded iMl= NO Yes yes WA Open Composite Edge Fiberglass Single Door onswing/Ourtswing Xconfigurnatim) 14 n. Tharma-Tnu Flber�Classlc and Smcotlh-Star Nominal 6"3R8 Squotl Mpact&qwt Glazed Molded 12r3lt= No Yes yes N/A open Composite Edge Fiberglass, Single D= with Glued Melded Open Sidelfte(s) (InsoAregiOutsWrig: XO, OX or OXO confiff.rb.mg) 15 o. Them�Tnli Froer.Classic and Smocstil-Stor Nominal 6&MS flquotImptictiLquict; Glazed Molded I2WJ= No Yes yes, NIA Open Cximposite Edge Fiberglass Double Door with or writtimixt G lared Molded Cash Sideirtes (I nswrig"Ourtswing: XX w O)= confivuhati-mi) 18 p, Th-T. Fib-Clasmic and Shooth-Sla, Nominal S&Mfl ilqutl rri-otfliquat Opaque, I2M1rAZ! No Yes Yea. NIA Composite Edge Ribergrass Single Door vLqth Molded Open $idelrta(s) OnsainglOutsoyng; XO, OX or OXO configurations) 17 q. ThenTuil-7m Fiber-Classo and Smouth-Star Nominal SIMIGG, 8 ildructImp ot9quot Opaque 112MI=22 NO Yea Yes NIA Composite EcIg6 RIce4ass, �2uble Door Wth or without Glazed Mottled Open Sidelitse, (Inswing/Outswrig; XXor DXXO configuratkans) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Deft" Part oil 10=1 f.M Emt, or a" at& UMLEMMM go I= Versdort Manufacturer Contact "Ifted By VdicNed aubmitud Paid Affirdayal ADWDV*d are%* Rollsion 2020 PaT Inclustri- Jana R.-dd M-4-Dde, SCCO CIER Mlorld-Ded, SCCO - VAt 1-11119aQ20 102aw2o 11124M20 Approved Cat,gamr; E.Ad. Doore (941)48&0100 (785) 315.2590 IlUbCateg.ry: Siking E.Iforior Door A -rote. jrceassidillipolindi Campliares Method; Cortices. Mark or I-laiting Is L4xkst-A33 PlAducts Quietly Assurance Approved for Use Approvedforilissi 11111M 299M MW Ill-ft. or Name =7pc Praskt Dascrisocan corikaMal Data 1, HV14z Oudidd, KVHZ R,,N*,W lkw Most. I.Pd) VIM)$ SlIching Glass Door Y. Y., Y. WA August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET (2022) As required by Florida Statute 553.842 and Florida Administratiw Code 913-72, please prcMde the inibrmation 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 A proval Number(s) Test Pressures Expis Date 1. EXTERIOR DOORS ITherm lFiber-Classic IFL20461.1 A. SWINGING altu and Smooth-Star(NON4MPACT) +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star QMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Sm oath -Star OMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 F Lal 5332.1 - FL1 5332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/1412026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) F L8248.3 +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 7J30t2025 Pella Corporation Series 10/20 F Ll 1206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 Pella Corporation Series 1 Qt20 FL1 116 1 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/25f2031 C. FIXED MI Windows and Doors Series 185 F Ll 5349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 NIA 4/3012025 Pella Corporation Series 10120 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/2512031 D. MULLION MI Windows and Doors Series 5764 F Ll 5353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL T SIDING James Hardie Building Pmd. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NtA 12/3112023 B. SOFFITS Alside Solid and Vented Vinyl Soffit F Ll 5272.1 - FLI 5272.2 +75.0/-75.0 psf 12/3112023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 + 54.2/-54.2 psf 7/30/2023 C . OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N(A 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NI 6/29/2023 Plyglass USA, Inc. (1br "I'lle Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 Ni 12/31/2024 Lomanco, Inc DA-4 Exahust Vent F Ll 7202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING 71LES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 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 FL15076.1 - FL15076.2 NI 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels F Ll 7869.1 NI 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates F Ll 999.1 - FL1 999.4 N/A 12131/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels F Ll 774 N/A 5/25/2024 The products listed below did not demonstrate product approuN at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) Florida Department of BusinelI Professional Regulation Page I of 3 Building Codes and Standards I t252022 Product Approval Application Detail LM van Manufacture Contact Validated By validated 3tionalftil FSC Approval Ateroved Mau Rehision 2020 Therma-TruCorporatoin $I- Jasperson LyMDn F. Schmidt F.E. Ryan J. King PE. 07r23Q= 07A2Zi= 07129=0 101130020 Approved Category: Exterior Does (800) 84X"28 PE-43409 (813) 757�6-_-s SubOM"Orf, $WrgiMg Elderior Doolr Assemblies sjusicarstenGthermstru.co CoMoknee Method: Eraluation Report from a on Florida Registered Architect a a Licensed Florida BAUJ=Pf"M Professional Ervinser S-0 Product Model, Numberor Name Product Description 2kAWLAU,j= &WatilitILlitill Approvedfortleas ContinictExpiratiffin Date in HVHZ Outside HWIZ Inteact Resistant Dission toressure 1 a. Therma-Tru Fiber-Claser th-81aur Nominal 6893eS liquotImpecAlluct Opaque, 1 Wit r2w yea Yes YbZ WA Composde Edge Fiberglass Single Door r==ngr X rfturation) 2 b. Therma-Tru Fiber -Classic and Stroath-Stau, N 6 =MpstoMquat Orasque 12t3112022 yes Yes Yes NIA Composite Edge Fiberalass Single Door Wth Sidelb(s) (InswrigiOutsaing; XO. OX or OXO con 24, 3 c. Therma-Tru Fiber-Clasalt, and Smouth-Star N.2.u.", acluoOmpactiliquot; Opaque 12131r= Yes Yes Yoe NIA Composite Edge Fiberglass Double Dow with or Wthout Sid"es (ImsWnq(OU1sWra' XX or OXXO configurations) 4 d. Thermul-Tru Fiber -Classic and Smooth -Star Nominal SI flaluotimpactilquot Opaque, 12t3lrA22 Yes yes Yea NfA Compearte Edge Fiberglass Single Door (InwArrol'Oubsorlog; X configuration) 5 Thearna-Tru Fb.,-Cl ... i. end Smooth-Stal Nominal 9&#W;D &q..kIpct&qol; Opaque 17131 Q022 Yea, Y_ yes WA Composite Edge Filteuglan Single Door %ith Scelke(s) (InswrigrOulewrig; XO, OX or OXO donfigurations) 6 f. Therms-Trut FiberCassic and Smooth-Ster Nominal 8&#3sD ilquatimpactiliqual; Opaque 12J31r2D22 Yes Yes You NfA Composite Edge Fiberglass Double Door With or without Sideliters (IminvinglOutemng; M or OXK0 configurab-'I, 7 g. Thenindi-Tru Rber-Classo and Smooth -Star Nominal 6&#M. 5 IlIqUoklimpactiliqUO Glazed 12131r-'M Yes Yes Yes NIA Composite Edge Froargam Single Door (InnnirefOut"ing; X configuration) 8 h. Themnit-Tnu Fiber -Classic and StraDath-Star Nominal 6W" 4liquatImpactliquot, Glued 12131 r2lyn Yes Yes yea WA Composite Edge Fiborglam Single Door Wth sidelitais) (InswriglOubluang; A0. OX or QXO oonfiguraffi ) 9 i Thernina-Tru Fibais�C�wasio and Smooth-Stat Nominal a=" 9quotimpactILquot. Glazed 120112022 Yes Yes Yes WA Composite Edge Fiberglass Double Door Wth or without Sidelftes (ImandnWOutisuing; XX or OXXO configurations) 10 1. ThisiTrai-Tru Fiber-Cilissic and Smooth -Star Nominal W39. 0 isquotimpactfuqual� Glazed 1 V3`11= Yes, Yess Yes WA Composite Edge Fibitirglan Single Door (InsWirtifOurtanning; X configuration) I I It ThermI Fliber-Classic and Smalli-Star Nominal 8&*N;O t1cluctlimplactildiuct Glazed 12J311= Yed, Yeas Yes WA Ctunro" Edge Fiberglass Single D=rWth Eldelkefs) InsM1191outswing: )(0, OX or OXO configurartiona) 12 1. 7herms-Trul Fibear-Clissic And Smooth-91bar Nominal 8&#39:0 liatuctimpactliquot Glazed 1=1= Yes Year Year WA Composite Edge Fiberglass Double Door with or without Sidelites VreaMrigiOubwrig. XX or 0)0(0 wrifigurations) 13 m, Themodl Fibei.Classic and Shicalath-Star NOM1111121 6&#WS &qUCCmpQCt1,qU0t, Op2qU8 120 r= Yes Yes Yes WA Composite Edge Fibergism Single Cloor Wth 8quct,Non-ImpacULquot; Sidalle(s) (Invoing/Ourbseting; XO, OX or CKKO configurations) 14 n. Therm-Tru Rber-Cassic and Srnoofih�Slsr Win Mal 61114123efl Oplaque l2j3l= yes Year Yeas WA Com= Edge Fibergess, Double Door vAh &cluotNon-Invactitcluot: Sidelites (I nsuaingfOursWrig; OXXO configuration) 15 o. Therma-Tru Fi am-Cessic and Surooth-Star Nominal 8&#39"D aquotimpectisquot Opeaque 12JSlr2D22 Yea, Yes Ye's WA Composite Edge Fiberglass Single Door with SquotNon,jimpactiliquirt; Sidelibs(s) Onswrig/Out5Wng; XO, OX or OXO 0onfig ufatiorul) 16 p. Therma-Ttv Rber-Classic, and Smooti Nomlr2I8&MQ fulucklorpoctildituat OpaquA 12131IM22 Yea Yes Y" WA Composite Edge Fiberglass Double Door V91th Squot;Non, ImpactlLcluct; Sidellitsea (InsuMing(Ountsying; OMO configuration) 17 q. Thoums-T. Fiber-Cl .. i. end Sm-th-Sta, Nominal 6943R,11 &qLn*Nc,n4mpsNt&qu* Opaque 12P3lf2M Yes Yes, No WA Composite Edge Fiberglass Single Door (InsWinglOutisiong; X configuration) 18 Th.mra-Tru Filber-Classic and Smooth-Slan- Nominal O&M:6 kruckNon-Implactilquot Opaque 17j3jr2022 Y_ yes No NIA Composite Edge Fiberglass Single Door with 51delte(s) (ImavAnglOulenuing; XO, OX ot QXO ocrifiVralions) 19 s� Therma-Trul Fber-Classio and Smoth-Star Nominal 6'6 liquokNon-Impactfiquot; Opaque 1201= Yes Yes No WA Composite Edge Fiberglass Double Door Won or Without Sidelftes (IraryinglOurboAng' XX or OXXO confil urallons) g 20 t TherrnusJrti Fiber-Cielsso and Smoodi-Star Nom tral 8&13R.0 8quot;Non-Jmpact" Opaque 12J31Q1= Yes Y_ No NIA Composite Edge Fibergars, Small, Door (rawngrout.ning; X confill.hatil,r) 21 u. Therma-Tru Riber-Classic and Smooth -Star Nominal 8&M.0 ItclucatNon-ImpalSquot Opaque 12012022 Yes Yes No WA C'miaosite Edge Fiberglass Single Door Wth Sdallici(s) OnsnoIngloutowng; XO, OX or OXO confla "nallons) 22 Therms-Tru Fil-r-Classm And Smcotfi�Sba, Nominal 8'0 &qt-,N m4pacKcru.1; Opq- Iml Yale Yeas N. WA Ccmposft Edge Fiberglass Double Door Win or Yndiout Sidelites (Inaning/Olultswing; XXor 0)0(0 configurations) 23 Therme,% Fiber-Clasiusic and Smacoth-Star Norreirad S&MS &qucxt;N�Impactiliquok Glamad 12131= yea Yes No NIA Composite Etige Fiberglass Single Door an-Argiculavving: X comliguration) 24 Thermil-Tru Filber-Classic and Smocth-Stsr Nominal S&M.8 �quotthiondmpact&quol; Glazed lwil= Yes Yale No NIA Composite Edge Fiberglass, Single Door with Sdel Isis) on%W ngiCkirtswIng: XO, OX a OXO configurations) 26 y. Themns-Trit Fiber-Clased and Smooth-Ster Nominal 511111313;15 IliquortNon- Impad&quol; Glazed l2air= Yes Yes No NIA Composite Edge Fllwglass Double Ocar Wth or volthout Sidellbes (InmiAngfOuteavIng; XX Or CK0 configurations) 26 L Tharma.Tru Filer-ClAssic And SIM-oth-Star Nominal 8&0-;Cl &quoI ImpactLquat; Glued l2j3lr= Yes. Yes No NIA Composite Edge Fiberglass Single Door 0 risvoing/Out5wing; X configuration) 27 a. Therma-Tnu Floor-Clasewc and Smooth-Staur N..inW S&OW.0 &q..t;N-ImpAdaqu.t Glazed 12131= Yes yea No N/A Composite Etc R b-filauss Singla Door ith adelke(s) 0nsWg/Od.Wng; XO, OX or OX0 configurations) 28 zb. Innerma-Tru Fiber -Classic and Smooth -Star Nominal 8&039;0 fiquotNon-Impac%quot; Glued 12131r= Yft Yiss 1`10 NIA Composite Edge Rberglass Double Door Win or Wthod Sideliters Onswing/OutaMng; )C(or OMO configuratimns) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail postal .12 IWID21 ;26 thirty 20 P" age P"Am an mm vanMorn marvidtactimar Veledated Subinfided F9Q Aflunincid A,,r,,d fililla Re4sl. 2a2o MI Ondooni and Dws Brent Witter Luis Roberto Lomas Steven M. U10. PE 10MIN20213 1000017020 10,111 i2/16=20 Applonad CategoW. Exterior Doors 11,17) 305-3:104 PE-02514 (71 T) 317-8454 SulloCaNOW. Sichrig EXbror door Assernblies b0hipnillinfladi.corn compliance Method 5yaluspon Report tom, a Florich Relegated Arshitect or a Licensed Fronde Prolaraftel Engineer Quality Arsurani AngroliedforUst Acaryinal for Un kwm Deficit it" Product Ifloild. humbaw Ham Product Dn"kluon It In KVYZ assistant I SERIES 420ALUMINUM SW SERIES 420 ALUMINUM SGD OXO 1201121124 No Y" No NA 146- 3"LAquot:x80&quot: NONREINFORCED 2 SERIES 420 ALUMINUM SGO SERIES 420ALUMINUMSGD OX. XO.)D� IZ3112024 No Yes No WA 96&Qud,�8G&cPjck NON -REINFORCED 3 SERIES ALUM�NUM SGO REEINIF RCED SERIES 420ALUMINUMSGD REINFORCED 0XO 120/2024 Me Y., No MIA :20 145-31"Atiotx9fliddQuot; 4 SERIES 20 ALUM NUM 8111 SERIES 420 ALUMINUM 000 REINFORCED OX l2J31/21324 No Yes No WA :.1110RCE11 XO. XxS6&quoIx9rAq'ot; 5 SERIES 420 ALUMINUM SGD FORCED SERIES 420 ALUMINUM 1110 REINFORCED 1201/21124 No Y. No N/A 143.01at.... Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Ppi.(2 10=1 QM EnIfty or 2" Jim& Dec. pandind 20 Dca Wnsion maftufKluw contact VW]d&W SubitiftM PW Agarerval AlIcbroved Romwon 2020 ware-Daton, a dytanon orovertead Door D..YM. Kanish John E &.b. Jer"P. Arneson. PA 1D)12=26 llgaVn2l] 1=3=20 12116020 Approed corporation (3303 793-8121 PE-51737 (904) 821-5200 Callopay" . Wed. Does; dKoell"Wayne-dartionx SubCatAgarr. Sectional Exterior Door AsgarmUlas om Compliance Method: EvWuatleh Ralson Rom a Flodds RegistereclArchrlect or A Uoinsadl Florida professional Engineer Oft KLnbww Name Q,,Ift A,- Product Dwription In HVHE outside lenglact R#Maiit Deslon pressure 3 =200 11105 II&ILIS, Mu .11,118h. 14039; Max height- 0azMg 12rjl=3 No Yes Y. -31.QM135.0o Available In too or Intermediate section. 10 ....200 #1123 1 13,1431k Ma INIM. 14410a, PAX height. 01421119 121312023 No yes yes +30.010.133.50 available, In top or Intermediate section. 11 800MIOW8201>4111124 1841409 Mat *I*h. 1490139, May height. Glung 12)31/2023 Me Yes Yes +34.4008,30 emalable In top of internediste section, Fiorlda Dripartryterd of Business & Professional Regulation raial oll Building Codes and Standards Product Approval Application Detail Intilty or Pik 291 one pandric DS2 mm version Manufacturer confect Volumed as VaNdatod allbffifdad FlICA-lerval AB=Vvd 2m" Ro~ 2020 Curries Division of AADG. IN. Tom Rattay UL LLG Iroy Bishop, 1F.E. 1Zq(i 1200112020 12f2lM20 Appromd Callow. Eirtodor Doors �641) 494-2813 1954) 947�081110 "Curegi Exterel Door comporents Compliance Method Certification Mark a Listing FL*11537.Ra Products Qualb Assurnswe Aperchaidif"Llse AMAMI for Use Impact design V=iTAM Proded Deserted- contract Exialrafflown Data in HVHZ Duhift HVKZ R,,Itd larensurs, l 71T7, and &4T Single and Farm of Flu sh. C4uned. and Loiniered single and reirs of 1201)2=5 Y. Yos Yaut WA Docars Niger metal doors, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 012 IF-Wi cc& IF** Det. Dad- DkolFandinas net- MM ve"go" "a""A"u"' contact Erick,- & U- Varldded Elar Validated BLtnNM FBC A,-W Aargoonled met - I DATE category: Wrldows i71n386-330G Mnuflacturers AsociabW (711) W-8454 AP P U CA NT S IGNATURE Royal. 2D29 MI Windows and Does II 61111ragar American Architectura 0~ M. Urcli FIE 11117r2D2G 1111712D20 W2712020 Approa,.d SuKerevorr. single Hung b.IcMger@lmiwd complArse EMbod: Cortiltdon Mark or UsIffia Quality Ass- A-,d for use Atoraviadfairlise Imsst Deades, Model. Number or Name Product Dissertation I Dide In HyRz OLtdcb HVHZ R�eslsm 2 52X72 FirrufFlarge Fritts IGrG Single Hog 1 011:18=3 No yes No .6o)-w Ler*.t.d Glass W -Cu >0 .6-0 =03 o 2 -Eb',' -0 12 Cn C) 0 t CU C= 0 .0 U_ 4__ 0 CU > Cn .__0 Cn (D ccn, E " 0 12 2 ca- _E laa -0 CIO Z Z W Mj _Z "A:: CU kj a) Cn Eaellasessill =:3 C_ co > C) > L- CD- 0 0 =3 'so Cases U) M =3 -0 ie- 0 LM W Z Z SHEET NO. PA 1.0� Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Appilcatton Detail 11.9.609 1P572522 29A Entity or 1 20 Date Pending 202 I= Version Manufacturer contact Engineer A, License Validated By Validated Submitted FECAmnsval Approld Status Revision 2020 Thor -Tru Corporation Steve Jaspmson Lyndon F. Schmidt P. E, Ryan J. King, P. E. 10/07=1 011116f2021 10113Q= 12tl5r2P21 Approved Category: Exterior Doors (800) 843.7628 PE-434CC (813) 7874555 SutlCaMndrf. 8wingi its Extorter Door Assemblies sjasporeoll�tharmatru.co COMPliange Meefod: Evalustion Reprtfrom a m Florida Registered Archfect or a Umnsed Florida Professional Engineer F -R7 Pratt to Qualhv Assurance Adnrovedlor Use Aoaroyedforuse Impact 2= Stra i Product Medal. Number or No. Product Description Contract EKDiratkin Data in MVMZ Outside NVHZ Rfttmnt pressiure 1 a. ThermaTru RbemClassic and Smooth -Star Nominal 8&Wd$8 &gnmtNon Inpabi&quot Opaque 12/31/2022 No Yes No NIA Compoadba Edge Fiberglass Single Door (I nswing/Outewing; X configuration) 2 b. Theme-Tru Fber-Classicand Smooth -Star Nominal B&#3g 8 &oluc;Non-Impaot&quok Opaque 1261/2022 No Year No. NIA Composite Edge Fiberglass Single Door with Sidelite(s) QnswingrOubewmi XO, OX or OXO md'gurete..) 3 a Thermo Tm FiverClossi—ol SmootiwStar Nominal 8&#M;S dquot;Non-Impectliquot Opaque 1213112022 No Ym No WA Fiberglass. Composite Edge Double Door vnh a without Sidelrtes (Irewdrg/Outawng; )(XorOXXO 00irfiguratons) 4 d. Thermo ru Fitter -Classic and St. Rod Nominal 7&4y'�,0 8qr#;Non-Inpaat&quot Opaque 1=1/2022 No Yes No NIA Composite Edge Fioerglass Single Door (Inaydrgroutming; X configuraton) 5 e Thaddel Flber-Classic and Smooth -Star Nominal 7&#38,0&gtd;Non-Impact&quot Opaque 1213112022 No Yes No WA Composite Edge Fiberglass Single Dow with $Sled e(s) (InswingfOutawtin g; XO. OX or OXO cordiguratione) 6 1, Thernna-Tru Fber-Classlc and Smooth -Star Nominal B'0&qucd Non-Impad8quct; Opaque 12131/2022 No Yes No NIA Composite Edge Fiberglass Single Door (InswinglOutawrrg; X codgumoon) 7 g. Thsme-Tru Fikhor-Classic and Smooth -Star Nominal 5'O&quotNon-Impad&quot Opaque 1213112022 No Yes No NIA composite Edge:Fiberglaw Single Door with Sidelfte(e) Qnsmngl(Answing; XO, OX a 01 configurations) 8 It ThermaTru Fiber -Classic and Smooth -Star Nominal 69#39-,0 &qu4Non-Impact&qu t: Opaque 12/31/2022 No Yes No NIA CornposHe.Edge Fiberglass Doubts Door with or Vahan Side[*" (IM&MAWOuhMng; XX or OXXO oonfigura its) 9 L Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39:8 &quotNon-ImPadi&qucR; Glazed 1213112022 No Yes No NIA Composite Edge FlberglansSingle .Door (firswingrousivinn ; X oUMiguration) 10 J. Therma-Tru Feer-Clause and Smooth -Star Nonhai e&939;8&quothion-Impact&quot Glazed 1213112022 NO Yes N. NJA Composite Edge Fiberglass Single Door with Sidelde(a). (I nintng/Outswing; XO, OX a OXO configurations) 11 k Thermal Fiver -Classic and Smooth -Star Nominal 6039:88quothlon-reptiolsquot Glazed 1213V2022 No Yes No NIA Composite Edge Fiberglass Double Dow with or vdmoud Skledlltes (Insrirg/Outs Ing; XX or OXXO configurations) 12 LTherma-Tru Fiber -Classic and Snaoth-Star Nominal 7'0&quothlon-Impaat&qud; Glazed 12131r2022 No Yes No NA Composite Edge Fiberglass, Single Door (fiswfnyOwlawing; Xoonfiguradon) f3 m. Tisane-Tru Find--Classi ird.Smooth-Star Nominal 7'0&quokNo1Impad&qud; Glazed 12131rd022 Nor Yes No NIA Composit . Edge Fiberglass Single Door with Sidelhe(s) QnswingfOutswing; XO; OX a OXO wnfigurations) 14 M. ThermaTru Fllier-CMsslo and Smooth -Star Nominal 8&#3g;0 &quotNon-Impactilduat; Glazed 12)31r2022 No Yes No NIA. Composite Edge FlberglxaSingle Door QrdwMmgfOulswing;: X cislrgumU(n) 15 o. Theme arTru Fiver -Classic and Smooth -Sal Nominal 8'0&quotNonAmpaG&gdtat Glazed 12F31r2022 No Yes No NIA Composite Edge Rborula m Sing Is Door Aft Sidelite(al (Inawfngf/Outswing: XO, OX a OXO configurations) 16 R. ThemrlstTnu Fiber -Classic and Smooth -Star Nominal 8'0 &quothion-Impact&quot Glazed 12131QD22 No Yes No NIA Composite Edge Fberglass Double Door with of without Sidefites (InswngfOutswing; XXor.OXKO configurations) 17 q. Thermal Fiber-Cla mic and Smooth-!&ar Nominal 6&#39:8 &guothlon-Impod&gnmt Opaque 12131=2 No Yes No NIA Composite Edge Rberglaw, Single Door width Transom(lnawing/Outswing; OrA configuration) 18 r, Therma-Ttu Fiber -Classic and Smooth -Star Nominal 84#39;8 &quotNon-Impaaffiquot Opaque 12J31J4022 No Yes No NIA Composite Edge Fllierglen-Single Door wAdt Sideiile(F) and Transom (Inawing/Outswpg; O/XO, GVOX or 01OX0 commguntlonc) 19 a Therms Tm Fleer-Classic and Smooth -Star Nominal SU39:88quotNon-Impact&quot Opaque 1213112022 No Yes No WA Composite Edge Fiberglass Single Door with Sdelle(s) Qn-AnglOutswirg;. XO, OX or OXO Continuous Fie" and Sill mMlguratkme) 20 t. Thermal Fiber -Classic and 6mom-Sian Nominal M#39,08quohNon-lmpad&quot Opaque 1231112022 No Yes NO WA Composite Edge Fiberglass Single Door with Sidelite() QnswdnglOus wing; XO. OX or OXO Continuous Head and Sill configurations) 21 U. Thamm-Tru Rber-Claseb and Smooth -Star Nominal 88039,8 &quo;Non-Impad&quot Glazed 12131/2022 No Yes NO WA Composite Edge Fiberglas Single Door wft Setdae(s) QnsvAnVOuWaing; XO, OX or OXO Continuous head and Sill oonfiguratian) 22 v, Therma-Tru Fiber -Classic and Smooth-Ster Nominal 880[39,0&quo0on-InpadBquot Glazed 12/3112022 No Yes No WA Composite Edge Fiberglass Single Dow with Sidelme(s) Qnsw inglOutswing; XO, OX a OXO Continuous Heed and 811 c nfigurations) 23 w.Therme-Tru Flber-Glaseic and Srnooth-Star Nominal8&#3g;8&quo;Non-Irrpoo*W1; Calque 12M1/21= No Yes No NJA Composite Edge Fiberglass Door Panels with Vented Sidelie(H Qnavdng/Outawing; XX, XXXw XXX( Configurations) 24 k. Thema-Tru Fiber -Classic and Smooth -Star Nominal 6641s ;0 "Non-Inpast&quot Opaque 12181/2022 No Yes NO NA Composite Edge Fiberg leas Door Pa Lehr with Vented Sioelie(s) (InewingtOutewig;: XX, )XX a XXXX configurations) 25 y. Therma-Ted Fber-Ciaainc and Smooth -Star Nominal 6&#39:S&q o#Nom-dV2c1&quoF, Glazed 12131/2022 No Yes No NJA Composite Edge Fibers less Oar Panels vhth Vented Sidelaa(s) QnswinglOutsnrig; XX, XXXaX)= oonfiguratons) 26 zTherma-Tru Fiver -Classic and Smooth -Star Nominal 89#39;0 kaic0on-ImpacAquot Glazed IW3112022 No Yes No NIA Composite Edge Fiberglass Door Per elawith Vented Sd-JW&) Q nsWnglOutsvvng; XX. XXX or XXXX oortgurations) 27 za. Therma-Tru Fiber -Classic and Smooth -Star Nominal 88i#39;8&quotNon-Impad&quot Glazed 1213112022 No Yes No WA Composite Edge Fiberglass Single Dow with 38039;0 Skews) Q nsrdnglOutsw rig; XO. OX or OXO configurations) 28 zb. Therma-Tru Fiber -Gawk and SmoohSt.r Nominal 6'88,qurtNon-Inpad&quot Glazed 1213112022 No Yes No WA Composite Edge:Fiberglass Double Door with 3&#39:0 Sidefign Qnswnj /Outs%mgi OXXO oonRguralign) 29 zc. Thamlo-Tru Fibm-Classic and Smooth -Star Nominal 8&"V,0 BaRwtNon-Impact&quok Glazed 1213112022 No Yes No WA Composite Edge Fiberglass Single Door wind 3FAn39;0 9deliai QnswsnglOutswang; XO, OX or OXO oci iguratons)Nominal 30 zd.Thwrme-Tru Fiber-Clasolic and Smooth -Star 6&#39:0&quotNon-Imp&v*uot. Glazed 1213112022 No Yes No NIA Composite Edge Rbwglwe Double Door with 38,X39;0 Sdeiltes (lnswng/Outewmg; OXXO configuration) 31 ze. Thermo-Tru Fibeir.Gasele and Smooth -Star Nominal 780391.0 liquothlon-imporn" Shaker 12M 2022 No Yes No NIA Series Composite Edge Glazed Fiberglan Single Door with be without 1&439:2 SSdelli i(s) Qneainy0utewig; X OX. XO or OXO configurations) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15/2022 FL116259-R31 Cotle EBtay, to J QffiS 178t6 !2&tS status RJ3e Version Manufacturer Contact - Epglneer & Validated By Validated ,Submitted Pending. ARRfsved APPRNad Revision 2020 POLYGLASS USA Maury,AlpertLicense John W. 10125/2020 10/2212020 FBC 12/1512020 Category: Roofing S954233133OSrnalpert@polyglass.00m Robert Nieminen Knezevich, PE 8RRC4YEl Subcategory: PE-59168 (954)772-6224 11/01/2020 Unde-laY ments Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer Products FLA626111 7 ttllto4 Aai E]� A1lnroved for Use outside NVN2 affix& Resistant Design Pressure ore # Product Model. Number or Name Product DescriptionR.Yd>tII Data 1 Polyglass Roof Undelyyments Rootng undedayments IW2112023 No Yes NIA 4N/A6622S 1 Poly(mass Root Undenayments(HVHZ) Polyglass roof undemayments for use In FBC I X23/2023 Yes No NIA NIA HVHZ Jurisdictions. 2 Polygass Roof Undenayments (non-HVHZ) Polyglass roof urderiayments,.for use in 12/2372023 No Yes WA 4WAl-e22.5 FRO non-HVH2 Jurisdictions. 1 Polyglass Roof Undedayments(HVHZ) Polyglass rod underlayments for use In FBC12I2312023 Yes No WA WA HVHZ Judadidlorls. 2 Polyglass Root Underlaymerds (non-HVK'Z) Polyglass roof undedaymeres, for use In l2f=Z023 No Yes NIA 4NIAi-822.5 FBC non-HVHZ jurisdictions. 1 Polyglass Roof Underleyments (HVHZ) Polyglass roof underlayments for use In FBOI2t2312023 Yes No WA WA HVHZ juriedicbwls. 2 Polyglass Roof Undeltayments (non-HVHZ Polyglass roof undenaymenks, for use In 12'2Y2023 No Yes WA 4N/AI-522S FBC man-HVHZ jurisdictions. 1 Polyrjaw Roof Underlayrnents WHIZ) Pohglaw roof undedayments for use In 1`80i=3/2023 Yes No WA WA HVHZ jurisdictions. 2 Polyglass Roof Underlayments (non-HVHZ) Polyglass roof undearyments, for use In /2/23tZ023 No Yes WA +WAI-822.5 FBC non-HVHZ jurisdictions. Florida Department of Business IS Professorial Regulation Building Codes and Standards Product Approval Application Detail -_ Pagel d2 18912021 Salk rntit, M 12111 291 Data andim Iatt .Mtn Version Manufacturer Contact Eiddrudr LijorWa Vail"jol B, kdwlwd liallimilerd FBC A®mrd jg(g(gmg ReAM. 2020 MITek lna Erin WedOa ICC Evaluation Series, LLC ICC Evaluation 9endpe, DMI12021 98MO2021 06n2rA2I Appeared Coveter. Structural Copoti (952) 81i&8635 LLC. SubCdagmy: muss Ratan avalden0Ml... i2m) 799.9800 Compliance Method: Ewausiim Report from a t.{i:L'Iseahtlan� Product Evelusbon EnteJ 80QR product Modal. Number or Name Product Descnsdo n Quality Assurance Coined amlratlmDae Ancrovid for Use Approved In MVHZ Outside for Use HVNZ know Ir4MMr1 Pressure: 1 M18AHS is a., high.1serrith trams connad. plot. 12/31=2 Year Yes NIA WA 2 1,11881I8 ISga, super high strengthtruss connector Plata 121312022 Yes Yes NIA NIA 3 MI 18 16 ga truss wnnedor pate 12t31r2022 Yen Yee NIA WA 4 &1TiSh18 IS a.. high strength truss conned. plat. 1=12D22 Yes Yes NIA WA 5 MT20HS 20 go. highstnength truss conceder plate 12/31/2022 Yes Yes NIA WA e TO a. MTia 18 go. truss earned. plates 12rdl=2 Yes Yes NA WA ? TL20. MT20 20 go, tluseconnector pates 12131 rM2 Yes Yes NIA WA Florida Department of Business & Professional Regulation page I of Building Codes and Standards + S 871 Product Approval Application Data11 91111111111 lini M gill aKs Data pendOa Aft 'NM Yffi!m1 m anu rutww Cated fegineor a License VaIldd#d ore Validated Its POC Aggrieved Apam tor. ATfsmation 2020 PGTlndustrles Jens R—dd Mani -Dade BCCO-CER MIemFDade BCCO-VAL 111750,20 11105=20 11AUX2() Approved CM.gory' Wriver n (S41)48&0100 (786) 315-25H S.bCdegory:. Sbee Hung hoso vidd@pondustdesb Compliance Method: CerM"flon Mend a using orn fLYZaS,RaMhoArds; - Oua lb, Amhara a Amrewd for all, Wood thogo1 INA Product Modal. Numi or Ilartn Rodrel l7ettYlotlm Crwbad Eadratlm Dare In HVHZ Outride NVNL moomm't pressurs, 2 91455M (Large Mare knpaet) Vinyl mingle Hung Vdndo+ 07M202S Yn Yea Yes NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 di trSn@1 Sella S drily or 291 Bic ROLEka t u 20 Iy$ V"m Manufacturer conted Erman. ra upanee Validated sit YJIJclatffi 3L&mMtsd Fgc Agarmal Apoovad Ram Arnmatlon 2020 PGTlndudried Jan. RoaowsN Mama -ode BCCO-CER Miam4oade OCCO-VAL 111MM20 IIOS2020 11111/2020 Appnfed Category: Rlddewa. (041)48"100 (TOG) 315-2590 Subcategory: F.ee IrwoxtklQpDdndlusUieac Corpti—Methed: Cerld..M. Mark or Lb9ns em FIlrHBJRNieoAoi6 ,Gaslight Asecrackes AmovWfor Gas Amravadfor the treated IIZaSI predict Mo6L Nunbar or Nam. Product Dirscriolon Stara, -eat Erdretlm Data ir HVHZ OuMrb HVHZ Reshi s PW3820 ii-arge MisJk Imps) vlrsi laded WrAw. 044W2025 Yes Yes Yes NIA Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail Poe 1 Min 10=1 - _ S21111 !nave rain lints gm Do M= EndrwerA U—, Yid Validated Submitted FBC A_.vl A,—,,d RAIM Rome. 2020 James Kandla Bidding Products. Inc. Chad packs V. Androv Tan John 19ou id d, P. E. 01,05=1 12/1 Or1020 0140012021 ding FBC ARM, Coastal Penal Wells (909) 545.8350 PE-81682 (352) 387 2528 Subcategory Sidnil ched.dkmoksgemsshard Compliance Method: Evaluation Report tan a ®ovrn Florida RegisterodArd ilact we Licensed F16" FUk131f2JiM Professional Engineer Prmuds INA Product Model. Number w Name (kwtVLAsetrremt ApoovWlorUse, Actero"d for Use Product omrwo contract shallow RO InHvHZ out"HVNZ IMDOK g1lson Resbianf Pnsmre i Cemgenk Lep Siding kb. -.marl laps;d rg 123t2023 Yes Yea NIA WA 2 Hard.Pknk Lop Siding 111co— ment lap aking 12J312023 Yes Yes NIA WA Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail Pam I tit lavaml 22111 Order or 2dt 21a Data Pending jyyg Version Manufacturer Cooled EnE & Lkral Y VWkiW atbmJagd FBC SyaM Reuskn 2020 TAMKO Building Products LLC Korrl Edda Robot Nrmlvnen John W. Knezevkh, PE IQb4202U OS292a20 101122020 121152020 Approved c:Megmy: Roving (417)924-6844 PE-50166 lase)772-6224 "CMgory: UMensym l kem_adm@ amdrac on Compliance. Medddt Evaluation . Report San a Flocks ReglNerm Armnget a.. Licensed Fluids FLe1232B-Ra pfaduds Pmkss and Engineer - -. Mild rkodud Model. Mxmher or Name Gal C6>iB r— Anorowdforuae A=oWd a Cw6act ExO&atlm-Der In.H" puts& for Use IMDWt HM Bang Deal, prossure 1 TAMKO Root Undedayrrlents(HVHZ) Red undedayments forums n FBC HVHZ O&2SI2023 Yes No NIA N/A Juisdgdms, 2 TAMKO Rod U.daruyment, iNOM+IVF¢) Rodunde4aymants for use In FBC nm-HVH2 0811B2023 No Yes NIA WA lunadfiaio s. Florida Department of Business & Professional Regulation Paga rat Bulldrlg Codes and Standrds 1nrm21 Product Approval Application Detall Szl(s .r g 2n latl Deb andm Dina ILE yorigg Marruectauer canted Endirss&Llner Validated far y FBC A -devil )�g,�a �ma Revision 2020 Lannon. Karilm Jelley James L. Sudm., P,E. staved M. udvh. RE I12arAm 1123I2M 11MO20 ding FBC Appn Category: Roving (501)983.6183 PE-31242 (717)at 7-8454 SuaCatapory. Rotting Accessories that are an Relby@bmNlm.can Imelgel Part oftha Roofing system Compliance Madam. Evaluation Repot koala Florida RegiskledArchlect a a Licensed norida ProlessionM Engtnoer F1-#172112416 Prodscti OuNhyAssrasee Approved for use Approved for lao Impact ossion aiggt Product Misr.. M mbar or ItProduct,ge—dalpp coal Emlindes cam u! Him QWVg1Lk= secularist I 1 Daek-Ae" DA-4 or TRI-B ift Dedo-Ar 0" Loa Press, Pdypropldene gestic, Rod Vent 12iI02025 No Yes No +97.5F87.5 MootdmealyAaetlled to Pli •voile Deck. Florida Department of Business & Professional Regulation Page I d I Building Codes and Standards IrAO22 Product Approval Appii(:ation Detail 22511111 Entitle or 2at 20 Data Pending 2WR . Type Version Manufacuer cc rft Engineer&Upshots Validated BY Validated Submitted FBC Approval Approved Status Recision 2020 All AmericariShutters and Gas Mike Barbieri Frank L. BenrMrdo, P. E Troy Bishop, P.E. lQQl 2020 1011SQ020 lim2020 12M512020 Approved Cata9ory: Shutters (561)712.9882 PE43046549 (954)1947-DBBO SulzCataaofy; Storm Panels mlkeoRrallsomerhanahune Compliance Method: EveduationReport from a ntCOm Florida Registered Architect ara Lk:enwd Florida FLO 7"I to Professional Engineer Products -. §ogx Product Model, Number "Name QualibrAMMMUe6 Product Conscription Contract Expiation AniDroyadflortlss Aonrovedror Use bete In HVHZ outside HVHZ Impact Resistant .. Devon Pressure 1 24gaGalvanized Steel Storm Panel 24go Galvanized Steel Storm Panels 12131F2022 Yes Yes Yes NIA Florida Department of Business & Professional Regulation Pagel di Building Codes and Standards ema2o2i Product Approval Application Detail QM faythl8 2" . la[1 Odtr Pmdlm ..292.,- 11M yen¢Dn Manufacturer contact n1ffieerauo"M Validated By yrl4iled 8tutightted PaoAWFO" APB I R&uid2020 WYedorea.ter Rob Balcoit ICC Evalu tron Seice LLC tn LaMaP.E. D21O22021 1ot1202_0 0272021 Apprwed CMegay: Strwchral Components (253)924-6476 lece) 8393288 9.14sagiary: Entlkeened Lumber Rd-r1A.WMr@.eyerha Cmplianca MM6odc Enna lvn Report frorne euea.can Product E%glwgah DW nilolzmi Prig - f gssa Aterev.e for Us, Amrwm fya lira 1 t Epyfa Product Mode. Nuclear orllame P(*" DescriptionCohered EmlMtlm Dae In, yin Odatltle HIAii gym preemere 1 Morolem LW Laminated Veneer Lumber 03131=3 No Yes NIA MIA 2 Persian PSL Parallel Seend turtber 03/312023 No Yes NIA WA 3 mmba-Sherd. LSL Laminated Brand Lumber 03I312023 No Yes NIA WA 4 TJ Rim Evetd Structural Composite Lumber a Oriented$trend 03131=73. No Yes NIA WA board Rim Board 5 Vieyeiva. rRkn Board Oriented attend Board Ran Beard 03131=3 No Yes NIA WA &ago $ga Version mansuclachnner Revision 2020 Mt Vdndtvna and Doers Cptogay. Windows aWCateeory: Messina Ciplpllance M48hat Evaluailm Report tan a Flalda Resorted MdMtW ore Licensed Fledds Professional Engineer LWUHAALmwutg INA Prml tu4m Number optima 2 57& Florida Department of Business & Professional Regulation Page I din Building Codes and Standards f &2021 Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pori di irJ=1 2" ➢" (WeEondOa ante Cooled End-6 Lkmae Validated Validated Submitted rBC Actmvd Aggpygg Awn arentai L.I. RLao., PE Steven M LAtbh. PE /01082020 1tY(1wom 10n W2D20 12n SM20 Approved (717) 365-3300 PE-62514 (7171317,8454 b0 ngeromWd.com rwrmn Aew Aoerowd for use Amravad Tor tM In-HvHz outeld. aikesed D.A. $9fhtl'S. Ma Vertical Aluminum Mull. 12312024 HYM No Yes assistant lifaMux Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail ragezd2 ta9Jzoz1 %.4ot - EntRy or gal gal Deft Passing 2111 Mae Version elam r-wrer cooed landnever a User— Validated W Validated &1tmltaP FBC Actua l A,—,d BOA RiMsion 2020 Akids Nick Thompson Lyndon F. Schmid, P E Ryan J. Kind, P.E. 07J152021 02115/2021 62I7f1021 9413r2021 approved Category. Panel Walk 11330)922-2389 PEA3409 d813) 767-G555 SubCdaeo7: Sias nthanpson@o1i id..— Cempllancd.Mathm: EVIIIuMldn Report from a Flmde:RegisteradArehKeot.. Licensed Florida Professional Engineer 1:LONUMFVUeada Si alley Asaursee A—,dfarUse ARM—dfaUae kagad Jasagg a e Preset Model. Munbar or No— itoduel DisMIRUn contract OmlrMim Data In RVNz ddsid. NV+IL RWatat Pro=sure 1 a&qua2T&quot Sole Vent a Sold Vinyl Sofa 121312023 No Yes No WA 2 b. &qudAAllenee T4&qu19: Seel Vent m Sold Varyl Bare 12212023 No Yes No WA 3 C. &quot Grembrkr Vintage Baeded&a39: SWR Vent orSdid Vinyl SWa 121312023 No Yee No WA 4 d&quct:o"q tSNM Vent a Sold Vinyl&de 12r312023 No Yes No NIA 5 e. &qud:,Yxh.W Doulqult; SON Vent a Sold Vinyl Hate 12MI=3 No Yes Me NJA 6 f.&qud;Supr Spen&quct Solid Vent a Solid Varyl Sort /2731l1023 No Yes N. WA Florida Department of Business & Professional Regulation First di Bulking Codes and Standards ifil=l Product Approval Application Detail - C2111 ant" o %tin gall Datepordaro gas J 11(m V"— 1 dad aigdrear& Llcame Validated 1% yam Submitted FBCAmroval L9zriaa9 am" Revision 2020 L.V. Thompeat. Inc des Thompson Architectural Tony Ch"ften Z.dw" R. PrleN Steven M Uridi, PE ORM712020 o/ta2D20 OS22f2020 12115M20 Approved Melds Company (TAMCO) (913) 248.3458 P674021 (717)317-8454 Category: Roving lmyouPmatelmmg.cenn S loCatogolY: Roping Aeoessories that due an Imeail Pad ofthe Roving ayVern CemplMnco Method: Evaluation Report man a Florida Registered Architect or a Licensed Florida Professlanal Engineer LWWMSdafmgm Quality Assurance Approved for use A000v#dfar Use nm 2211111211 $IM1 D 1, HVHZ Dukakis WAM assistant Eussua. 1 TAMCO Flat Top Ott -Ridge Vent aNh Botts tot Tie 28 9. static roorvargWta With bane 09/092028 Yes Yes NA WA 2 TAMCO Gooeenack Veto 20 gL 001092028 No Yea NA e0A525 3 TAMCO ORRkge Rod Vert xith Batts 26gL stage rmfvermulw with integrated W ft OM12M Yee Yes NA WA 4 TAMCO Round Top OIPRIdgeVent with Baffle for Tab 26 CIL static roofyenhata ills bane o81mu`3 Yes Yes NA WA Fonda Department of Business & Professional Reguaatlon Building Codes and Standards Product Approval Appllcallm Detail Page 1 as 1Rr2(gi Sege lowtLor Zia a" Data peering lay .1kn YlIe4ffi Manufacturter Calm 6eMwr&U,vol Ydiddl By FBC Ammvd jtgpnnned >Esger RMsien 2D20 BaalRnfig And —Reba IAPMO Uniform E.Inillon GaryW.Walker 1110312)20 IiOD=20 11IDSr2020 Approved Cetagay: Robing (801)380.6001 services LLC. (205) 854-01S0 SuhCMeg.er. Rooting III. RebinAndemon@baal.o0 Compliance Method: Evaluation Report it= a In P,odud Evsluelkn Enk1Y Quelay Assurance AsorovM W Use Amroved for use Will 229M ilma Rmuct Modal Nucor. Nome 111!!mZ ed— 10/A 1 G saxmy- taTaka, Bate, Gauntry SiMe, fipi[ Qtl FJgluh Flei Prdl[Medlar, CO 12131r2020 Na Yes N!A WA Thatch damp. toped 17 Battery BOO -Shad. Shake &amp: Spit Shake Fiat Profile - Stockton. CA 12t31/2020 No Yes NIA WA 18 Saxony SM- State., Shake& spit Shake Flat Profile- Ri.ko, CA 12/31r2020 No Yes NIA WA is Suony 700-Shake, Shale&amp: Sell Shake Fat Prose -Stockton, CA 12/31202D No Yes NIA MA 2D 27 Belary3' Too -Broke, mile& soil Shake Telae Espanam JBeelem. Flat Profile - filet., CA Highdle h Pr - Katy TX IV312020 I213t Qwo No No Yea Yes NIA NIA WA WA 26 Vila Low Press - Katy. TK 12/312020 No Yes NA NA Florida Department of Business & Professlonal Regulation Building Codes and Standards Product Approval Application Debit Pape 1 d1 1,7r" Slit troy or 20 nits DMaaneng go hu Varahm Manufacturer ConrMt engineer twiice— Validated Be xiamm apdxnJgp FBC Amroval ;tea IatleM ReNelon 2020 Airline &..d Lei. ICC EVslusbm Service, LLC Wigan M. Ranlm.PE 10131/2020 iD222020 Iw5rm 11A5121)20 Apprised Cdegiod: Structural Components (3211710-3377 (407)681-1017 Subcategory: I— P)Mea ele'Ws(talpinritw.pom C.npllanee Mrdlod Evolution Repart tom a FL" M4ar7 Product Evaluation Entity Prbduds all Product Yodel. Number Wale Product Deactivated 1 ITW BCGIAaine HWwr Slienpth (H &amp: S) Metal C—do, Plate 2 ITW BCOtAlons Hinge Pate Metal Connector Plate 3 ITW BCGIAOIm TMIo Metal Connector Plate 4 ITW BCGIApbw Wave Metal Cormeda Plate Quality Asawanw Control Esntrrlm Date A0ortw dfw Use Appndedfar !n_tJY{!; oradde U9a ffill W Rishillint bad - 1Pressure 12131,2024 Yea Yes NIA NIA 12J312G24 Yes Yes NA NIA 12J312024 Yes Yes NA NJA 12/312024 Yes Yes NA NJA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 af2 92evzozl ..Submitted Dale Pmdm cgs Voslo 9, Contact &Llr:mrse Validated lk Valued f,( A,—,W Militia Affirmation 2020 Apha Aluminum, In, Jose Siva WIa R. Lomas St✓en M. Unch, PE 11AS2020 11/1612020 11202020 Approved Category: Pants Weil, (497) 509-2008 PE-62514 (717) 317-8454 Subcategory: sculls eph,aluNnumnc@yaro Constants Method: Evaluation Report tome cow Florida Registered Architect Me U—sed Finds. Professimel Engneer GuMay Aastrarca Apoowd for Uso Approved for Use lmom g4MM1 ANA Visited! M,d L laeber w Norte &OAELRKSUMM Cordrad EmVYim Wa )p,)fl(aJj 2A91Mi ),�yd PdaaMU1 1 Apia AMHnum add Samp: Vented Aluminum SolOtt APha Aluminum Solt& Vented Adrninum arril) 023 No Y. No WA CMU & Wood Solid' CMJ 8nmp; Wood Flonda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page i d1 1&MI Fonda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 d2 152021 MM yg(stpo gagr)_rdacwra Cad loomer a upshot Validated as Validated gMftd PSCA=Witt dag)gypg ,germ Rewisldn 2020 GAF Micheal Bush Recent h anlnen Jdm W. Kneaewch, RE OBrARQ20 0021M20 10MO20 12/1&M20 Approved CMepory. Roving (800) 7063411 PE-58106 (054) 772-6224 Subcategory' 'Asphalt Shingles matlehMgaf•com Conch— Method: Lceluelim Repod from e Media ReglsternedArchlt :11 or a Licensed Floods Profethlonal Enema CAW* Assureave Amrewd fin Use Amroved for We 1111M $11S8 prodicl Mo3L Nmbar a WineProduct Dinatreted Contras EminLlori k, HVIR Outside HVHZ Jags P—,, i GAF Asphalt Roof Bridles Fbagl.0 relrHesad 340, lrNnatetl. 5-ab and 12115=22 fib Yes NIA NIA hipMdge esphaft shingles Fonda Department of Business & Professional Regulation Building Codes and Standards Product Application Detail Peak i or I 1JM21121 Soo OWN or 2n a4 Daft Pendm 2ft IV- version Manufacturer cordao 6dearaueehoa Vaitaelm BV Validated &�bl aW 115C AmroW MmovW andue, Solve- 2020 Floods Me1M Products Ina. Clark Jones James L Docker. P.E.@ Sewn M. Unch. PE 062721)20 ORrIVA20 ICA42020 12A&12020 Appraad cYsaery: Roving 1904)783400 CSUCK Englneering t717)317-8454 Subcategory: Rooting Acre Mials that are sin dark@fiemoe.n PE-31242 Integral Fahonths Reoana8yotem Cwvllm Method; Evaluation Repodfrom e Fiends RoletannfArchMea as Licensed Fledde Professional Engineer CASWRV Assurance, Aarosed(E Last Asteroidal for Use bola J $alga Prmud Mold. Namher or Name In HVHZ outltok HVHZ Bay P—, 3 3-FLAMCO &gitet:RV 10 Ridge.V4N&quet: Aluminum Ridge Voris for ported raft feNitoted 12/312024 No Yes M WA from 0.025' Aurninum Florida Department of Business & Professional Regulatlon Building Codes and Standards Product Approval Application Detail Rog.1 a, ItMM22 _... .code E i or owe Dee DMe Pending Date IM variation manufao'yirser Caribsi. Engineer &Licenso Valapday Validated Submitted FBC Approval Aggagved Revision 2020 Global Protection Products, LLC. Tim Robinson Wafter A. TIII Jr., P-E. John W. Knezevlen, PE 0910RUGM 090&2020 10101/a120. 12115/2020 Appr&Md Category: Shutters (954) 889-7545 PE-44187 (054) 772.8224 SubCed"any Storm Panels tim.mbinsonllipppelrt.com tbMpliance Metnsxd: Evaluation Report from it Florida Registered Architect a a Licensed Florida Professional Engineer FLD1ao794M Products Du111N Assurance 9a aro1Md hr Use AIMM22 far l)pe Jmmt Sea fl Product Model. Number or Name ProduLM DeaerlDtbn Contract EXNragan Dale in HVHZ Outside HVHZ ResistantaResistantPreasum Pressure, 1 20 Gage Galvanized Seel Storm PareWHVHZ Corrugated Galvanized Seel Storm Panels retained 12131t2022 Yes Yea Yes NIA or no by tracks to provide hurricane protection. 2 24 Gage Galvanized Seel Storm PandstNHVHZ Corrugated Galvanized Steel Stone Panels retained 12131I2022 No Yes Yee NIA or not by tracks to provide hurricane protection. Florida Department of Business & Professional Regulation poa I or Building Codes and Standards +nM21 Product Approval Application Detail 9191 a" a M= Version Moratorium 99" Endrear ALL — Rawson 2D20 Commercial Generate. Produoatno. Robert Gill. eemuil A Greenberg category. SruMvM cgipbn411t9 (813)659.3707 PE-34245 Subcatagor n Products Introduced as Resin of orteeelgntor@yahfo.com N-Tochndbgy Conpllarceslashed: Evehri im Report from a Fbdde Registered Archnect or a Licensed Flodde Prdessnonal Ergim— Eu 117144MI4iIMProAdita E44l product Model. Number or mlMlne Product Description 1 Quality Precast a Commercial Concrete Placards Precast and Prestressed Catchers Lintels all ass Dal Faildric go Validated Be mmiam Bid FBCA2amxg Ram John Hoy 1ML2020 12ne12020 12rwo20 ding FBC Apo. (352) 566-5311 Quality Assurarlca A —wad for Uu Averaged UMfor U Insured peam CoraFa tact drrlm DMe it, HVHZ OuYsida HVHZ modsirS Imo. 06/25/2024 its Yes NIA WA August 10, 2022 CD CD Q O CU W^�` ^^`` W V 0 CL O L.L O .� —p^ cn O CU O CL e►.,i C ^J Z Z W J 00 0 f= O ..7 c C2. c„a r•2 cc Ua 1.� Cal^__ r1a C' _ l.a whin ,yy 't.^ L- >_ K: tb t:2 cn (D E'alusell Z U)ICU co / 0 CL 0 CL L� U O CL W ICU (mead CL O CC CC W �^^ L a � z J Z a J 11 SHEET NO. 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O ^^11 W ICU O O .� cn O L i cu c/�) an 6`V O SV CD 0 IZ cn (D z cn cn — cu o > L 0- o Q � U O CL �� V cu m Q O cu cu w ¢ N z � z J a SHEET NO. PA 1.2 --t _ _ _ -A I , • Updated 72l30/2020 Simpson Strong -Tie 2020 FBC Approved Products P p 9 ix� For direct Inks to ell SST approvals listed below, CLICK HERE • For additional Information regarding Florida's Statewide Product Approval System and Msm4)ade County Notice or Acceptance (NCA), CILIC, cK HERE. FL#2355-R7 Product Model. Number or Name Product Description 1 Then Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw FL#9569-R6 ,egg ProductModeLNumberorName Product Description 1 SD10112DBB Outdoor Accents Connector Screw 2 SD9112, SD9212, SDiO112, SDI O212 Strong -Drive SO Connector Screw 3 5D9112SS, SD9212SS Strong -Drive SO Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 5DCF221134, SDCF221334, SDCF271958, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCP227DO, SDCP22858, SDCP22912, Strong -Drive SDCP Tim ber-CP Screw SDCP221100. SDCP221134, SOCP271400 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SOHR Combo -Head Screw 7 SOS25112, SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412: Strong -Drive SOS Heavy -Duty Connector Screw SDS25500,SD825800,SDS258M 8 SDS25112SS, SOS2520OSS, SDS25212SS, SOS25300SS, SDS25312SS Strong -Drive SOS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SOWF2730 Strong -Drive SDWF Floor -to -Floor Screw FLUID007-RO SW Product Model- Number or Name Product Description 1 ATR3/8, ATR112, ATR5/8: ATR314 Threaded Rods 2 ATUD5, ATUDS-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUO14-2 Aluminum Take -Up Device 3 BP318-2, BP1/2, UPI/2-3, BP5/8.2, BP518-3, BP3/4, BP3/4-3, BPRTU03-4 Bearing Plates 4 CNW318; CNW112, CNW518, CNW3/4, CNWS(8-1/2, CNW314-5/8 Coupler Nuts 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD84 CTUO9T Coupling Take -Up Device CTUDO8, CTUD99 6 N3, N4, N5, N6 Heavy Hex Nuts 7 RTUD3, RTUD3B, RTUD4, RTUD48, RTUDS; RTUD8, RTUD7, RTUD8 Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 318" Uplift Rod Run Tiedown System 11 URS4 112" Uplift Rod Run TI®dow/n System 12 URS5 5/8" Uplift Rod Run Tiedown System 13 URS6 3/4" Uplift Rod Run Tiedown System FL#10441-RS AW Product Model. Number or Name Product Description 1 DTT2 Hold-down 2 HDC10/4, HDC10122 Hold-down 3 HDQB, HHDQ11, HHDO14 Hold-down 4 HDU2, HDU4, HDU5, HOUR, HDU11, HDU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 8 LSTHD8, LSTHDBRJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPA132, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PASS Strap -style purlin anchor 10 PAI18, PAI23. PA1287 PAI35 Strap -style purlin anchor 11 STHD10, STHDi ORJ Strap -style hold-down 12 STHD14. STHD14RJ Strap -style hold-down Simpson Strong -Tie 2020 FBC Approved Products Updated 12r.'AW20 MMFor drect Inks to all S8T approvals Isted below:. CLICK HERE. For additional information regarding Florida's Statewide Product Approvel System and Marna -Dade County Notice ofAccaptance (NOA), CUCK HERE, 21 LB series hangers Top flange hangers available in width of 1-9118" and heights ranging from 5-3/8" to 15-1/8". 22 LBAZ senors hangers Top flange hangers available in width of 1-9116" and heights ranging from 9-3/1 G"m 13-118". 23 LE03, LEG5, LEG7 series hangers Top flange hangers available in widtha ranging from 3-114" to 6- 7M" and heights ranging from 9" to.33-1/2'. 24 MEG5, ME07 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 7/8" and heights ranging from 9" to 32-117', 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 118" and heights ranging from 9-114" to 24". 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in wdth of 1-9/16" and heights ranging from 3-3/8" to 7-118". 27 RR Ridge rafter connector 28 WP set" hangers Top flange hangers available in widths ranging from 1-9/16" to 7. 118" and heights ranging 9-114' to 32". FL#10860-R5 Ill Product Model. Number or Name 1 ARA44., ASA44R, ABA46, ABA48R, ABA66, ABA66R 2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5, ABU5.6, ABU65, ABU66, ABU661R, ABU88, ABU88R, ABU1010, ABU101OR, ABU1212, ASU1212R 3 ABW44Z. ASW44RZ ABW46Z ABW46RZ ABW66Z ABW66RZ ABW7.7 4 AC4, A04R, ACE4, AC6, ACOR, ACE6 5 BC4, BC48, BC4R, BC6, BCSR, BC8, BCS2-214, BCS2-3/6 6 CB44, CB48, C1348, C1368, C808 7 C85044-SDS2, CBSQ46-SDS2, CBSQ66-SDS2, CBSQ86-SO52, CBSQ88-SDS2 8 CC, ECC, ECCU Series 9 CCQSDS25, ECCQSDS2.5 Series 10 CP744Z, CP766Z, CPT88Z 11 EPB44A, EP844, EPB48, EPBW 12 EPS4Z 13 LCB44, LCBW 14 LPC4Z,LPCOZ 15 MPB44Z, MPBWZ, MPS88Z 16 PB44,PB44R,P846,PBW,PB66R 17 PBS44A, PBS467 PES66 18 PBVB.PBV10 19 PC44-16 PC46-16, 71248-164 PC84-16, PC88-16, EP044-16; EPC46-16, EPC48-16, EPC64-18, EPC88-16 20 PC4Z. PC4R7 P08Z, PCBRZ, PC8Z, PC8RZ; EPC4Z, EPC4RZ, EPCBZ, EPCBRZ, EPCSZ, EPC8RZ 21 PPB44-4Z,PPB44-BZ 22 RPBZ FL#1 t186S-R5 Product Model. Number or Name 1 FJA, FSA 2 FRFP 3 GH46-6, GH46-8, GH48-6, GH48-8, GH410-6, GH410-8, GH66-6, GH68-8, GH68-6, GHBS- 8, GH610-6, GH610-8 4 GLB5A, GLB5B, GLB5C, GLB50, GLB7A GL87B, GLB7C, OLB70 5 GLBTSi2, GBLT612, GLBT5IS, GBLT618, 01-13717520, GBLTS20 6 HGLBA, HGLBB, HGLBC, HGLBD 7 HGT-2, HGT-3, HGT-4 8 UFP10-SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Past Cap Post Cap Embedded Column Base Embedded Column Bass Boiled column caps with W1 ranging from 3.114" to 9-1t2• and W2 ranging from 3.518" to 7-1/2" Screwed column caps with Wi ranging from 3-114" to 9.1/7and W2 ranging from 3-518" to 7-i/2" Concealed Post Tie Base Embedded Poet Base Embedded Pori Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Product Descrption Foundation Anchor Flat Retrofit Foundation Plata Girder Hanger Glulam Bearing Plata Glulam Bearing Plate Heavy Glulam Beanng Plate Heavy Girder Tiedown Universal Foundation Plate Universe I Retrofit Foun elation Plate M Simpson Strong -Tie 2020 FBC Approved Products Updated 12t302020 For direct Inks to all SST approvals listed below, CLICK HERE For additional Information regarding Florida's. Statewide Product Approval System and MaM4:)ade County Notice or Acceptance (NOA), CLICK HERE. FL#1"46-R6 Product Model. Number or Name Product Description 1 A21. A23, A33, A34, A35, A44 Angles 2 APA21, APA4, APAS, APVA21, APVA4, APVAS Outdoor Accents Angles 3 APB44, APB44R, APVB66, AP1366R, AP1388, APB88R, APB1010, APB101 OR, APV844, Outdoor Accents Post Bases APVB44R,APVB66;APVB66R,APVB88,APVB88R,APV61010,APV8101OR _ 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2.6, Outdoor Accents Deck Joist Ties APVDJT2R.8 5 APHH45, APHH40R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVT8 Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH26, APLH20R, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4, FCS Framing Clips 14 FWANZ Foundation Wall Angles 15 GAi, GA2 Gusset Angles 16 H2A, H2.5T, H8, H1OA-2, H1CS, HI 4, HGAI0 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH6 Header Hangers 19 KBS1Z Knee -Brace Stabilizer 20 L30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, L550, LS70, LS90 Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ26RZ, LSSJ2SLZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 25 LSSRI,81, LSSR2.1, LSSR2,37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 26 LTP4, LTP5 Tie Plates 27 ML232, ML24Z, ML202, ML28Z, ML2107 Angles 28 MMH8 Roof Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC_ RBCP Roof Boundary Qps 32 RST-3 Root Tie -Down 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC, STCT, OTC; HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FL#10447-R5 Sea # Product Model- Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SOS3, DSC5L-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4M 81, HHRC44, HHRC5.25f3.25, HHRC5.3713.12, HHRC66 e HRC1.81, HRC22 7 LRU26, LRU28, LRU210, LRU212 8 LSU25, LSSU28; LSSU210 9 TBE4,TBE6 10 TC24, TC26, TC28 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, THAC422, THA426, THA422-2, THA428-2 12 THAI I.81122, THAl2.06122, THAI2.1122, THAI222, THAI322, THAI3522, THAI422 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4.SDS3, THJM2-5-SOS3, THJU28, THJU26-W 16 TSBR2.24 17 VPA2, VPA25, VPA3, VPA35, VPA4 IS VTCR EM Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30r2020 For direct Inks to all SST approvals Isfed below, CLICK HERE .For additional Information regarding Florida's Statewide Product Approval System and Mari -Dade County Nonce of Acceptance (NCA), CLICK HERE. FL#10456-R5 .42" Product Model. Number or Name Product Description 1 BT, BTB, BTH Brick Ties 2 CMST12, CMST14, CMSTCIB Coiled Straps 3 C514, CS16, C518, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 6 CTS218 Compression/rension Strap 6 DSP, SSP, TSP Stud to Plate be 7 H1, H10A, H2.5A, H3, H8, H7Z, H16, H165, H10.2, H16-28 Hurricane Ties 8 HGT-2, HGT-3, HOT-4 Heavy Girder Tiedown 9 HS24 Hurricane Tie 10 HSS2SDS1.5, HSS2.2-SDS'J, HSS2-3.SDS3, HSS4SDS3 Heavy Stud Shoe 11 HST2, HST3; HST5, HST8 Straight Straps 12 HTS16. HTS20, HTS24, HTS28, HTS30. HTS30C Heavy Twist Strap 13 HTSQI5KTZ, HTS020KTZ Heavy Twat Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps 16 LSTI49, LSTI73 Straight Straps 17 LTB20, LTB40 Bridging 18 LTS12, LTS16, LTS18, LTS20 LightTwistStrap 19 MGT Medium Girder Tiedown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15, MSTAI8, MSTA21, MSTA24, MSTA30, MSTA36. MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC4883, MSTC8683 Pre -Bent Straps 24 MSTI26, MSTI3e, MSTI48, MSTIOO, MSTI72 Straight Straps 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 26 NCA2x1O.12, NCA2xl2-12, NCA2x8.16, NCA200-16, NCA2xl2-16 Bridging 27 RCW812, RCW814 Wall Bracing 28 RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SP6, SP8 Stud PleteTie 31 SPH4, SPH6, SPF18 Heavy Stud Plate Tie 32 SS15, SS2.5, SS3, SS4.5 Stud Shoe 33 ST9, ST12. ST181 ST22, ST292, ST2122, ST2115; ST2215, ST8215, ST6224, ST6236 Straight Straps 34 TB20, TB27, TB30, TB36, T842, TB48, TB54, TB56, T860 Tension Bridging 35 TWB10, TW1312, TW614 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 W8108, WB106C, WB126, WB128C, WB143C Well Bracing Product Description 1 CBH2.376.5, CBH2.37x7.63, C13H2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.63-SDS, HGU5.25SDS, HGU5.50SOS, HGU5.62-SOS, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SOS, HGU9.00-SDS 4 HGUS series hangers HQ Ridge Connector Rafter Hanger 5 HHGU5.25SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU700SDS, HHGU7.25-SDS, Light Slopeable/Skewable U Hanger HHGU9.DOSDS Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Truss Clip HHUS7.25/10 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers AdjustableTruss, Hanger Sized for I -Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU2e, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUC01.81/9-SDS, HUC01.81111SDS, HUCO210-2-SDS, HUCQ210,3SDS, HUC0310- SDS, HU00410-SDS, HUC0412-SDS, HUCQ5.2519SOS, HUCQS.25/11SDS, HUCQ610- SDS, HUCQ612-SDS r • Simpson Strong -Tie 2020 FBC Approved Products Updated 12J3CK1420 For erect Inks to all SST approvals listed. below, CUCKHERE For addtional information regarding Flcida's Statewide Product Approval System and Mardi -Dade Can Notice of Acceptance NOA ra rrrc = eg 9 APP yst County P ( ) FL#'114-WM sec x Product Model. Number or Name Product Dow Notion 1 HHUS210-3, HHUS210A Joist Hanger 2 HRSO, HRS8, HRS12 Strap Ties 3 HUCO210-2-SDS, HUCQ210-3-SDS, HUCQ310-SDS Joist Hanger 4 THGS2, THG83, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THGQ2SDS3, THGQ3-SDS4.5, THGQH2SDS3, THGQH3-SDS4.5, THGQH4SOS8 Joist Hanger 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger FL#f1473-R5 Sea rY Product Model. Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H16, H18S, H18-2; H18-2S Hurricane Tie 4 HETA12, HETAI6, HEfA20, HETA24, HETA40 Embedded Truss Anchor 5 HETAL12, HETALIB, HETA120 Embedded Truss Anchor 6 HGAMID, HMO Masonry retrofit connectors 7 HHETA16: HHETA20, HHETA24 HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5, LGT4SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 MEI-Al2, META16, META18, META20, META24, MEfA4G Embedded Truss Anchor 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Slap Tie for Masonry 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry FL#1f496-R5 a°rW Product Model. Number or Name Product Description 1 DTT1Z Deck Tension Tie 2 HD12, HD19 Bolted Holdowns 3 HD3B, HD5B, HD7B, HDOB Bolted Holdowns 4 HTT4, HiTS, HTT5-314 TansionTies 5 LTT19, LTT20B, LTT131 Light Tension Ties FL#13628-R5 ye NJ Product Model. Number or Name Product Description 1 S65/8x24, SB718x24, SB1x30 SIR Anchor Soft 2 SSTS16, SSTB20, SSTB24, SSTB28, SST834, SSTB36, SST816L, SSTB20L, SSTB24L, SSTB Anchor Bats SSTB28L FL#13872-R4 SSM8 Product Model, Numberor Name 1 CMST12, CMST14, CMSTCI5, CS14, CS16, CS18, C820, CS22 2 HRS6, HRS8; HRS12, FHA6, FHA9, FHAl2, FHA18; FHA24, FHA30, MSTI26, MST136, MSTI48, MSTI60, MSTI72, S/MST27, S/MST37, SIMST48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA30, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTAIZ, LSTA16, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 6 LSUBH3.25, SUBH3.25, MSUBH3.25 7 LTP5 8 LTSI2,LTS16,LTS18,LTS20 9 MSTA30, MSTA3e, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTC66, MSTC78, STS236 11 MTS12, MTS18, MTS18, MTS20, MTS30, MTS24C, MT830C 12 6181.56, SI81.S1, SIB2.06, S1132.37, SB2.56, SiB2.66, S183.12, SB3.56, S1B3.62, Va4.06, SB4.12, SIB4.28, SIB4.75, SW.50 13 S/BA2.12I6, SiBA2.12110, SBA2.12M2, S/BA2.12/14, S/BA4.18/8, S/BA4.18/10, SIBA4.18112. SBA4,1Off 4 14 S/HIA 15 S/HDSS, S+HO88, SMD10S; SIHDiOB, S1HO15S, SMD158 15 S/HDU4, SIHDU6, SIHDU9, S/HDUi 1 17 SIJCT, S/HJCT Product Description Coiled Straps Straps 97 mil (12 go) Heavy Twist Straps Straps 43 mil (18 go) Stops 33 mil (20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 ga) Straps 68 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 (DHUTF) hangers available in widths ranging from 1-9/18" to 3-9118" and heights ranging from 9.1/8" to 23.15118". Face -mount hangers Face -mount hangers available in widths ranging from 1-5/8" 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- V13" to 5-1/8" and heights ranging from 4-3/4" to 16-3r4". Concealed flange version (HSURC, HSULC) available for all double 2X and 4Xmodels; only acute flange N concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1-9/16" to 7- 112" and heights ranging from 2.718" to 19.114". Concealed flange version (HUC) available for all models having width equal to or greater than 2-9116". Face -mount hangers • Simpson Strong -Tie 2020 FBC Approved Products Updated 1213OM20 For direct Inks to ell SST approvals Ided below, CLICK HERE, • Fa ....0-0- ation regarding Flaidas Statewide Product Approval System and MaM-0ade Canty Notice dAcceptance (NOA)CLICK HFRF, 18 SLBV1.56, S1LBV1.81, S1LBV2.06, S/LBV2.37, SILBV2.56, S/LBV2.68, SILBV312, Top Flange Jolt Hangers S/dBV3,56, S/LBV3.62, SILSV4.06, SILBV4.12, SILBV4.28, S/LBV4.75, S/LBV5.50 19 S/LTT20, SQTT2Z, S/HT714, HTT4, HT75 Holdowns 20 SfMSTOO, SiMS772 Straps 118 mil (10 ga) 21 SP4, SP6 Stud Plate Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STC, DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC57 Truss Jack Connector FL#13904-R5 Iga Product Model. Num bar or Name 1 CCQM3.52-SDSHDG, CCQM4.62-SDSHOG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, CCTQM4.82SOSG; CCTOM5.50-SDSG, CCCQNM.62SDSG; CCCQM4.62-SDSG, CCCQM5.50-SDSG 2 ECCLQM3.62G-KT, ECCLOM4.62G-KT, ECCLQM5.50G-KT, ECCLLOMD3.62G-KT, ECCLLQM04.62G-KT, ECCLLQMD5.5OG-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.620- KT, ECCLRQMD5.5OG-KT 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9,00 4 LGUM26.2, LGUM26.3, LGUM264, LGUM28.2, LGUM28-3, LGUM28.4, LGUM210-2, LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM41C r � MBHA3.1218.25, MBHA3.12111.25, MBHA3.56l7.25, MBHA3.56/925, MBHA3.56lt1.r2�, MBHA3.56111.88, MSHA3.56114, MSHA3.56118, MBHA3.58/18, MSHA5.6w.25, MBHA5.50/9.25, MBHA5.50/11.25, MBHA5:50/11.88. MBHA5.50114, MBHA5.5Dr16, MBHA5.50N8 6 MBHU3,56/9.25, MBHU3.56/1125, MBHU3.56111.88, MBHU3,56114, MBH1.13.56116, MBHU3.58/18, MBHU5.501925, MBHU5.50/11.25, MBHU5.50/11.88, MBHU5,50/14, MBHU5.50/16, MBHU5.50118 FL#13975-RS Sect 8 Product Model, Numbar or Name 1 SDW22300, SDW22338, SOW22438, SDW22458, SDW22500, SDW22600, SOW22638, SDVV22834 2 SDWCi5450, SDWC15800 3 SDWHI9300DB, SDWH1840OD8, SDWHIOSOODS, SDWHIOSOODB, SDWH191000DB 4 SDWH274000, SOWH27WOG, SDWH278DOG, SDWH271000G, SDWH2712DOG 5 SDWS16212, SDWS16300, SDWS15312, SDWS18400 6 SOWS19800, SOWS19712, SD1N622400,SDWS22500,SDWS22512, SDWS22800; SDWS228OO, SDWS22900, SDWS221000, SDWS221100: SOWS221200; SDWS221500 7 SDWS223000R SOWS2240OD8, SDWS22500DB, SDWS2280ODB, SOWS2280OD0, SDWM1000DB 8 SDWS223120B8, SDWS22512DBB 9 SOW82730OSS, SDWS274OOSS, SDWS2750OSS, SDWS27600SS, SDWS278008S, SOWS27100DSS, SDWS2712OOSS 10 SDWV13400 II STN22 FL#15363-R3 4, ea X Product Model, Number or Name 1 AS 18, AS 1855, AS 18S8 2 AS 20HS 3 AS20 4 ASHP FL#15730-R4 Sea # Product Model. Numtxsr or Name 1 ET -HP 2 GAC, GDP, GDPM-60, GDPM-75, GDPM-100, COPS, OW-50, GW-76, OW-100, GTH 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, PDPAWL-MG, PSVL3, PSVL3-14PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Dr ve SDWH TIMBER-H E)( Screw Strong -Drive SOWH TIMBER -HEX HOG Screw Strang -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Interior 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 Descrlption 18 ga. Truss Plates 20 ga. High Strength Truss Plate 20 ga. Truss Plate Hinge Plate Connector Product Description Adhesive Anchor for concrete Gas -actuated fasteners and assemblies Powder -actuated fasteners threaded studs, and assemblies Adhesive Anchor for concrete - • I, Simpson Strong -Tie 2020 FBC Approved Products Updated Ur3o12o20 For direct Inks to art SST approvals Isted below, CLICK HER For adtltkxl•I Information regarding Florida's Statewide Product Approval System and Mari -Dade Canty Notice Cf Acoptance (eJOA), CLICK HERE. 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-WB'to 3. 0/16" and heights ranging from 45116" to 11", Concealed flange version (H USC) available for modads having width equal to or greater than 3-9116". 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 LGU325SOS, LGU3.63SDS, LGU5.25SOS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 1 5 LUC26Z U021 , L OZ Face -mount hangers 15 LUS series hangers Face -mount hangers available in widths ranging from 1-9116 D 4- 518" and heights ranging from 3" to 10-15116' 17 MGU3.63-SOS, MGU5.25-SDS, MGU5.50-SDS, MGU5,52-SDS, MGU7.00-SDS Face -mount hangers 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5. 1/8" and heights ranging from 6-16116" to 19 MUS26, MUS28 Face -mount hangers 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from I- 9/16" to 3-9/16" and heights ranging from 3-1116" to 13-TC. Concealed flange version (SURC, SULC) available for all double 2X and 4X models; on b acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-9/16" to Wand heights ranging from 2.5/8" to 11.1/4". FL41110667-RS %W Product Model. Number or Name Product Description 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 1/8" and heights ranging from 7-118" to 30'. 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 118" and heights ranging from 9-1/4" to ZV. 3 DGF series hangers Top flange hangers available in widths ranging from 1-1 /7' to 3- 518"and heights ranging from 7-114" to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 5/8" and heights ranging from 9-1/4" to 24". 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 7/8" and heights ranging from 11"le 32-1/7'. 6 EGQ series hangers Top flange hangers available in widths ranging from 3-618" to 7- 1/4" and heights ranging from 11-114" to 37'. 7 GLS series hangers Saddlehangers available in widths ranging from 3.1 /4" to S-7/8" and heights ranging from 8-112" to 28". 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1I V to 7- 1/8" and heights ranging from 11"to 32'. 9 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 1/2" and heights ranging from 8" to 30". 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 5-7/5" and heights ranging from 10-112" to 28". 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 7/8" and heights ranging from 7-1t2"fo 32', 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 118" and heights ranging from 14" to 33". 13 HIT series hangers Top flange hangers available in widths ranging from 25116" to 3- 9116" and heights ranging from 18" to 26". 14 HUCTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 3-9/1 Wand height, ranging from 5-318" to 13-1W. 15 HUTF, HUCTF series hangers Top flange hangersavailable in widths ranging from 1-9/16" to 5- 1/2" and heights ranging from 3-7116" to 15". Concealed flange version (H UCTF) available for all models having width equal to or greater than 2-9116". 18 HVVP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 118" and heights ranging from 5318" to 2W. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9416" to 7- 1/2" and heights ranging from 5-318" to 32'. 16 ITS series hangers Top flange hangers available in widths ranging from 1-9116" to 3- 5/8" and heights ranging from 9.1 /8" to I (r. i9 JB series hangers Tap flange hangers available in width of 1-9/16" and heights ranging from 5.318" to 7.114". 20 J13A series hangers Top flange hangers available in width of 1-9t16" and heights ranging from 9-3116" fro 13-1/8". Simpson Strong -Tie 2020 FBC Approved Products Updated 12COM210 For direct Inks to of SST approvels Isted below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and MaM-Dade Canty Notice of Acceptance (NOA), CLICK HERE, 5 SET-XP Adhesive Anchor for concrete 6 Strong -Bolt 2 (STB2, STB2.4SS, STB2-6SS) Strong -Bak 2 Wedge Anchor for concrete available in carbon sal and Types 304 and 316 stainless steel 7 Titan HO (THD-H, THD-HMG, THD-H4SS, THD-HSSS, THD CS, THD-CS5SS) Then HD Heavy Duty Screw Anchor for concrete and masonry avallable with hex head in carbon steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (TH037634RC, THD50934RC) Thien HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger(THDB25158RH, THDB37158RH, TH037212RH, Titan HD Threaded Rod Hanger for concrete THD50234RH, TH010212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#16230-RS Sea Y Product Model. Number or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (STEQ 5 Titen 2 (TTN2) 6 Titan HO (THD.H4SS, THD-H8SS, TH D-CS6SS) 7 Titan Turbo (TNT) FL#16937-R3 Product Model, Number or Name 1 X3481016.5KX1S1018,X1B1018.4K MlS1016,XQiB1016.4K 2 XLQ114T1224, )iLQ114B1224.2K 3 XMQIi4Si224.XMCI1481224-2K 4 XQ114S1224,XQ11461224-2,5K X114$1224,XQ112SI224,XQ112B1224-2K G XU34S1016, XU341211016-5K FL05320-RO Sea # Product Model. Number or Name 1 DSSC843-5, OSSCB46, DSSC648, DSHS 2 FCB43.5, FC845.5, FCB47.5, FCB49.5, FCB411.5 3 FPHSD34S1018,FPHSD3481016,FPHSD3481018-5K;FPHSD34S1214, FPHSD34B1214, FPHSD34B1214 r)K 4 LSFC2.25, LSFC4;25, LSFC625, SFC2.25, SFC4.25, SFC6.25 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25; SSC6.25; MSSC2.25, MSSC4.25; MSSC6.25, MSSC4.25KW, MSSC6.25KW 6 RCKW3 RCKW5.5 RCKW7.5 RCKW3S. RCKW5.5S 7 SCB43.5, SCB45.5, SC647.5, SCS49.5, SC6411.5, MSCB45.5, MSCS47 5 8 SCS32-5197, SCS62-5/97, SCS62-5/118. SCS82-51118 9 SCW3.25, SCW5.5 10 SJC825, 5JC10.25, MSJC8.25, MSJC10.25 11 SSB3.518 12 XLSH34BI 414, XLSH78B1 414 13 XQ1S1010, X0181016-4K, X01S1214, X01812143.5K, XQ78S1224, XQ7881224-3K, XQ114S1224, XQ114B1224-2.5K XQ112S1224,XQii291224-2K, X34Bi018-SK X1S1010, X1B10104K Xi81214, X181214-3.5K 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 HD Heavy -Duty Screw Anchor torconcrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Description #10.16 Strong -Drive X Metal Sell -Drilling, Tapping Screws with #3 Drill Point #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Large Diameter Hex Washer Head 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Set -Drilling, Tapping Screws with 06 Drill Point #10.18 Strong -Drive XU Metal Self -Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fired -Clip Connector #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Sell Drilling, Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Screws #10-18; #12-14, and #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws t+ W Cu a to U O a Q c O cid CIO 0 cu O C O O CU O O � LL r1- O - CU .Cn a) E O�� Q f1=0 Z W J N Ci c o N C® ' ® it 17 i e. ui Ll- Ca yh rs-, rr CJ �, 0:7 LS C:3 Cn CD E �e ^, W z CI _ ICU 0 LL CL O CL 0 0 W ICU W O L ICU w Q W z J z Q J IZ SHEET N0. PA 1.3 MIAM MMM-D"ECOUNW SM Ma FRODUCTCONMOL SECTION PGT Industries, lur. PGT1ndumies,]1nc. PGT Industries. 1w. lM5sW.26sft*KRQoM208 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED N OTICE OF, AC CEPT MNCT: E VIDENCE SUBIMTED DEPARTIONT OF REMATORY A" ECOINON11C RESOURCES PUER) Mum Plodda 3317:5-1474 BOARD A" CODE ADMNISTRAnON. 1) MISION. T(726)315-2590 FCI-W315-25" NOTICE OF ACCEPTANCE: EVIDENCE SUB31ITTED D. Qu.4,LITY ASSURANCE NOTICE OFACCEPrA.NCE (-NTOA) 1. Evidence submitted under previous NOA A. DRAWINGS B. TESTS (continued) L Miami Dade Department of Regulatory and Economic Resources (RER)_ PGTIndusairs,lac. 1070 Technok%v Drive, 1 - Manufacturees. die drawings and sections. 5. Test report on 1) Air Infiltration Test, per FBC_ TAS 202-94 North Venice. FL _4275 (Submifted under NOA.Mo. 11-01OZ 04) 21) Uniform Static Air Presswe Test, per FBC, TAS 202-94 1. MIATERLAL CERMCATIONS SCOPE: 2. Drawing No. 30�5570.0_ titled '-VmLvl Sliding Glass Do" NOA W', sheets 1 3) Water Resista= Test, per FBC, TAS 202-94. 1 . Notice ofAcceptance No. 1"_528.14 issued to Vision Extrusion Limited for their This NOA is being issued under the applicable rules andregulations goveming the use oftonstructionmaterials. The through 21 of 2 1, prepared by m2nufacturer, dated =5/15, with revision A dated 4) Large Missile Impact Test per FB C, TAS 2V 1 -94 - e Rigid PVC Exterior Extrusions forWindows and Doors7, dated O&IM 5. MIkk documentation submittedhas beenre-%iewed and accepted lay Nfiami-Dade CounlyRER -Product Control Section to GCO-5/17, signed and sealed by A. Lynn Mber- P.E. 5) Cyclic Wind Piesswe Loadingper FBC, TAS 203-94 expiring on 093all.9, be wed m MiamiDade Cauutyand -Dtaucasthere allowedbythe Autliovity HaringludsActim (AW). 6) Foxed Entry Test, per FBC_ IAS -702-94 2. Notice of Acceptance No- 16-0920.08 issued to Vision F-vnision Limited for their VE This NOA shaillnot be valid afterthe expwatim date statedbelow- The Miami -Dade County Product Control Section B. TESTS along withmarked-up dnwings and inst2liation dia�gram ofvinvl sliding gbss door, prepared 1000 Tan 2,02 and lighter Shades (Non-N%Thite) Rigid PVC Exterior Extrusions for (In Nfia=Dade County) andlor the AW (in arasolher than Mi= Dade County) res erve the right to have this I - Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-04 by Fenestration Testing Lab- Inc.. Test Report No- FTL &5549, iated 11,06-15, signed and Wadows and Doors", dated 12/08A6, cKpiring on 12029M_ product of material *sWfarqualityassurancepuiposes. If dils product ormaterialfails to pedormin the accepted 2) Large Missike Impact Teg per FB C. TAS 201-94 sealed by Idahnis Ortega� P. E. (Test report wv6sed on 12AM/1 5 and 02/11,46) 3- Notice ofAcceptance No- 1"�528.15 issued to Vision Extnision Limited for their manner, the mannfictuxer will incurtheexpeaw of nwhte-s-fing and the AlUmay immedisbelymroke, snodify. or 3) Cyclic Wind Prcsme Loading per FBC_ TAS 203-94 6- Test report on 1) Air Infiftration Test, per FBC, TAS 202-94 *Brown Coated (Painted or Laminated) Mub Rigid PN C Exterior Extrusions for suspend the use of such product or matend wdhm thewjutudiction. RER reserves the right to revoke thn along With marked -up drawings and installation diagram of vinyl slklmg glass doar Prepared 2) Unifosm Static Air Pre&=c lcsl� per FBC TAS 202-94 Windows and Doors", dated 08113/15. expiring on 0930119. acceptance, if it is determined byNfiami-Dade CountyProduct Control Section that dm pvAuct ormateiial fails to by Fenestration Testing Lab, Inc., Test Report No- FTL 8717. dated I -A17115, signed and 3) Water Resistance Test, per FBC, TAS 202-94. 4. Notice ofAcaTtance No- 1"712.02 issued to ENERGI Fenestration Solutions USA,. meet the requirements -of the applimble building code- This product isappnwedwdeseribedheminandhas been. designed to complywith the Florida Buikling_ Code- sealed by Idabmis Ortega, P_ E_ (rest report revised on 02/15,46 and 02,24116) 4) Large Missike Impact Test per FBC. TAS 2M-94 Inc- for thew -r.4.N3M and Lighter Shades (Non-NMo) Rigid PVC Exterior including the High Velocity Hufficane Zow-, 2. Test report on I)JAirInfilration Test. per FBC, TAS �202-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Extrusions for Windows and Doors' dated 091151l6- eq3iring on 01104M DUSCRIMON: Series ".9.4 M 770 - V*ii Sliding Gla vs Do" (RAnforced) w/wo 9 00 & 131-0 2) Unifom Static.Ak Premn Test- per FBC, TAS 202-94 along with marked -up drawings and insWhtion diagraril of vinyl shdin g glass door - prepared 5. Notice of Acceptance -No- 1"712.04 issued to ENERGIFeriestrAkm Solutions USA, -Bronze -T AYPROVALDOCLMEN - DrawmgNo. MD-5570.0 Rev R, titled "Vnzyl Sliding Glass DoorNOA (LW*, sheet 3) Water Resistance Test, per FBC, L4,S ' 202-94- 4) Large Missilelinpact Test per FBC, TAS 201-N by Fenestration Testing Lab, Inc., Test Rrport No. FTL 85_5Z dated 12,%15, signed and sealed by Idalnis Ortega, P. E. (rest report revised on 0211 SP-016) Inc- for their and Lighter Shades of Cap Coated Rigid PVClxtorior ludow 1154457 expiring on 04/1&20. Extrauous for W -s and Doors" dated 09, 1 through 21 of 2 1, preparedby manisfiteturer. dated I Wom 5 and last revised an 02,101in-1. signed and scaled by 5) Cyclic Wind Pressure Loading per FBC_ TAS 2203-94 7 Test report on 1) Uniform Static Aff- Pressure Test- per FBC, TAS M-94 6- Notice ofAcceptance No- 16-0712.03 issued to ENERGI Fenestration Solutions USA, A. Lynn.Millff, P-E.- beating the Miami -Dade CountyProduct Contrd RevniDn stamp with the Notice of 6) Forced Entry Test, per FBC. TAS 202-9-4 21) Large Missile Impact Test per FBC. TAS 201-94 Inc, for their -lVhk# Rigid PVC Exterior Extrusions foi U mdows and Doors- dated Acceptance number and expiration date by the Marnsi-Dade Cbun� Product Control Section. along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 3) IC!yclic Wind.Pressum Loading per FBC_ TAS 203-94 0911M 7, expiring on 02J28/1 8. A.Ms= bwkcT R.4,TLNG: Large and smanmksije iuqpact Resistant by Fenearation Testing Lab, Inc,, Test Report No- FTL S.W- dated I M&I 5. signed and alM with marked -up drawings and mstallation, diagram ofvmvl sliding glass door prepared 7. Test reports No(s)- 10-M-70_(A), 10-06-M0527- 535753-09. per ASTME-44, Limitations: 1- Seetable I (sheet2) and table 2 (shwt g) forapplicabime SGD unit sizes, design ptessures, reinforcements types. scaled by Idalmis Ortega� R E. (Test reportirvised on M0446 and 02,111'22016) by Fewnugion Testing Lab- Inc, Test Report No. FTL 6M C-smuples A-1 thru A-22), dated ASTND1929andASTMM35. umed by EXOVA toVisionExtntsion for cellulosic SW& qpes- silt riser (see tables B-1 & B-2,sheets 7-3) and anchorlayout sheets requirements in 11 thru 16. 3, Test report on 1) Air InStratim Test, per FBC, TAS 202-94 11119/10, signed and sealed by Jbqe A- Caino, P. E_ (Submifted underN0.4 Alo. 11- composite material - 2. Rigid Mute PVC, Tan (Non -white) RlpdPVC and Brown coated (Punted or laminated) white Rigid FVC to be 2) Unifoun Static Air Pressure Test. per FBC, TAS 209-94 0107.0-4) M (Submftred under A10-4. v. 11-0107 04� labek-dpermiavocedNOA'srequkements- 3) Water ResL4ance Test, per FBC, TAS 202-94 8 Test report on 1) Air luffitration Test, per FRC, TAS 202-94 S. Notice ofAcceptmce No. 14-0916. 11 issued to Xuramy America-, Inc- fDr their 3. Egress operabledom must camplywith min clear wuftorhft*tpe:rFBC requireamt as applicable- 4) Large Missile Impact Test per FBC, TAS 201-94 2) Unifomi Static Air Pressure Test, per FBC, TA S 202-94 Setun-Glasc (Clear and Mile) luterhyeC. expking on 07i"l 8. 4. Pocketwasunder separateapprovat to be reviewedbyBuilding official 5) Cyclic Wind Presswe Loading per FBC, TAS 203-94 3) Water Resistance Test, per FBC, TAS 2702-0. 9. NoticeofAccept2siceNo-16-1117.01 issued. to Kuraray America, Inc -for&& LAZELINIG: Each unit shall bear a pernument label with the manufactureesnanve or logo. city. state and series and 6) Formil Entry Test, per FBC, TAS 202-94 4) Large Missile Impact Test perFBC, TAS201-94 "Tradfoll, Un2ciear. Clear and Color PVB Interlayers", expiring an 070119. following statemearMaini-Dade County Product Contral Approved". noted herein. along with maiked-W drawings and msWhtim diagrant ofvmyt sliding glass door pWared 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 RFN7Ew.4,L of dm NoA tha be considered afker a rewml applicabon has been filed and there has beemno by Fenestration. Testing Lab, Inc., Test Rqxxt No- FTL &547, dated 12,W157 signed and 6) F of ced Entry Test. per FB C, TA S 202-94 F. STATE13KNTS change in ihe applicable bud&* codenegatively affecting the perfarmawe ofthis pro&ct. seakd by Idalmis Ortega, P_ E. (rest report mised, on 02,115116) along with marked -up dmwmgs and installation diagram of vmyl sliding g1m door, prepared L Stattment lett er o f conformance w ith FB C-54 & E diden (2014) and FBC6* E dition TERAHNAIIO.Nofthis NOAwill occur after the expiration date or if thete hasbeen a mision orthange in the 4. Test report an 1) Air Infiltintion Test, per FBC_ TAS M-N by Feriestration Testing Lab, Inc-, Test Report No- FTL 6337 (samples A-1 thru A-5), dated (2017). issued by manufwAuirr, dated 08/14/17, kgwd & sealed by Lym Miller, P.E, materials, use, an&or manuhictue, ofthe product or process. Misuse ofthisNOA asaneudonement of anyproduct, 2) Uniform Static Air Pressure Test- per FBC_ TAS 202-94 12MilO, signed and scaled by Jorge A. Cam, P. E. (Submiffed under2V0_4.Mo. 11- 2- Statement letter of no fmanicial Wert -A, dated 0411 &IT, isaied by mianufkturer, signed forsales, advertising or any odietpurposes shall automatic ally terminate this NOA. Failureto complywxth any 3) Water Resistance Test, . per FBC, TAS 202-94 #16Z09) & sealed by Lynn Miller- P-E wtion. ofdiis NOA shall be caaw for tierminatiori andremmmi ofNOA 4) 1xV MsWe Impad Ted per FBC._ TAS 201-94 3. Letter of lab comphancc� part of the above test reports. nd f ythe AMVERTISEMENT: The NOAnualberprecededby the words Mami-Dade Camty- Florida, a olloweilb 103 5)CychcWmdPrmuwL-o2dmgperFBC,TAS- -94 C. C-ALCITLATIONS 4. RER. Test Proposal No. 17-0397. dated 05/05/17, signed by Ishaq Clianda, P1_ expwation date maybe displayed in advertisinglite-rature. If =yportiouofdkeN0Aisdispin,-ed_ then it shall be 6) Forced Ently Tcs� per FBC, TAS 202-94 L Anchor verification c&ulatms and structural analyts, complyingwilbFBC-2014, done in its entirety- along with marked -up drawings and installation dugrain. of vinyl sliding gkw door pqared prepared by PGT_ dated 12,10911 5ad last revised an 0111516- signed and sealed by G. OTHER INSPEMON: A copyof this entireNOA shallbepro-Adedto the userbyllie manufactuseror its distributon and by Fenestration Testing Lab, 1w., Test Report No. FTL M548- dated 1 104il 5, signed and AnthmyL Miller, P.E. (Submiffed under.Y0_4 -No. 15-1210. 61� I . Notice of Acceptance No. 15-1210.01, issued to PGT Industries, for their Series shall be available fim inspection at thejob site at the reipwst of the Building Official. sealed by Idalmis Ortega, P. E_ (rest report revised on 0 1 �04116 and 02/1111 6)_ 1 Gbzing coirplies with ASTME-1300-09. -557 01277r Vinyl Sliding Glass Door (Reinforced) - LM 1:', aqAring on 04,114,1211 11m NOA revises & r*uevm'_N0A 920-04-V.05 zed consists of thispage I and evidence pages E- 1. E-2, E-3. E4, j'41 0�_7 t I Z 44171- E-5 & E-6 as well as approval, document mentioned above- The submitted doctinvatition was mriewed by Ishaq L Clhanda, PJE. hhaq t CUmb, P.E. Ishaq L Chanda, PX. I*aq L Chands, PJE, Product Coutrol'Unit Supervisor Product Coniral'Uxit Supomser Product Control'Unit Supervisor 4NOA No. 21-0205.03 NOA Nia. 21-4205.03 NGA No. 2 1 -0 1. 05.03 NOA Ave. 21_921011�.03 ]Expiration Dates April 14,2016 ExpirationDatat Apri[14.2016 Expiration Dates .34" 14,2026 ExpiratianDate- AprilU,216226 Approval Date-1-larch ' .6,' 20.21 7 Approral Dates March 2-4-, 20!1 Approval Dates March 266,2021 Approval Date: March US, 2021 Pago I E-2 E �3 PGTIndusqu-s. Inc. CGIWmdows and Doors, Inc. PGT Industries, Inc. N 01 ICE OF AC CEPT-A.N. C E: EVIDENC E SUI B NUTTED NOTICE OF ACCEPTANCE: E'%IDENICE SUMMTED NOTICE OF ACCEPT.ANrCE : F VIDEINCE SUB M-ITTED 2. Evidence Submitted under previons submittal E. MATERIAL CERTIFICATIONS (continue) 3. New Evidenoe Submitted 5. Quanex Part Swer Suacer Standard compbW with ASTM C518 Thermal Conductivity A. DRA'"IWGS 0-881 BMW hrft!L-F, AS-IM F 1249 WVIR-Pass, AS-IM D3985 Ovjgen-Pass, AS IM E A. DRAWINGS 1. Drawing No. MD-5570.0 Rer B. titled 'Vinyl Sliding Glass Door NOA W�. sheets 2190 I.G_ Durability -No Fog -Pass. (Submifted mmderpretious AWAA76. IM409.05) 1. Drawing No- 10,15570.0 Rev B� titled "Vinyl Sliding Glass DoorNOA aW, sheds I I through 21 of 21, pmpared by mutufacturer- dated 10;05/15 and last rmised an through 21 of 2 1, prepared by manufwtitier, dated I W0511 5 and last m-ised on 02JOI e2 1, 04,12120, signed and scaled by A- Lynn Miller, P_E_ 6. Quanex Part Durase complying with ASTM C518 Thermal Conductivity 2." BTU -in/ signed and sealed by A- Lynn Miller. P.E_ hrAF-'F, ASTM F 1249 WVIR-Pass. ASD4 D 1434 Argon Peffneance-Paw ASTM E Note This revision. consists rephomaent of same existirig installation screw with flat head- B. TESTS 2.189 LG_ DurabihtyNo Fo& ASTM E 546 Dew Point Developtllent -201F in 48 his- 1. Test reports on: 1) Air InStration. Test, per FBC. TAS 202-94 (Sithm fted under �V,0_4 No. 1 "469.05). orm Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Unif - Ltd- Parts comply* with PVC-AAMA 303-13, Voluntwy Specification 7- Vision Extnaices, B. TESTS 3) Water Resistance Test, per FBC. TAS 202-94 for Rigid Polymyl Chloride (PVC) Extenor Profiles for Voon EMmus, Ltd. -VEX I by 1. None- 4) Large Missile Impact Test per FBC, TAS 201-94 AAMA Fenestration, Extenot Pmfde Cettificatwu Program- fSubmiard under JV0.4 Na 15- C. CALCUILATI(INS 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-Ac 0409. Ot$) L None along with marked-W drawings and instalhtion diagram of all PGT Industries, Inc 8- Vision. Extrusions, Ltd- Parts complying with PVC-AAMA 303-13. - representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, (Suft-iffed under JVO 4 No. 15-0409.05) D. QE4,LITY- ASSURMNCE pmpared by Fenestration, Testing Labomfory, Inc-, Te-q ReportsNo-: 9. FVC-AAMA 303-13, Voluntay Specificatwn fbf Rigid Polyvinyl ChloMe (PVC) Exterior FTL-7897, PGT PU15520 PVC Fixed Window (unit 6 in proposal), dated 09103114 Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fcncstrat� Exted" Plofile 1. Mumi-D2de Department of Regulatory and Economic Resmrm (RER)_ YTL-20-2107.1, PGT SGD780 Ahminim Sliding Glass Do" (uait 7 in propmD FT-L-20- CertificationProgram- 2107.2, PGT CA740 Akim. Outswing Casement Window (unit 8 in proposal) FTL-20- 10. Noticeof Acceptance No. 184217.14 issued to Energi Fenestration S;ohtdm USA, Inc. for E. 3L4,TERLAL CERTIFICATION'S 2107.3, PGT P%17620A Aluminum Fbwd Window (unit 9 in proposal) and YTL-20-2107.4. their -Tan 3040 & W shade (non -white) NAThite Rigid PVC Exterior Extrusions for 1. Notice, of Atceptance No- 19-0305.02 issued to Kuraray America, Inc. fortheir PGT PW7620A Aluminum Fixed W-milow (unit 10 in proposal) dated 07/11120- all signed '"lindows and Doors", etpiring on 02*4t2l � "Trosif oil Ultrackear, Clear, and Color PVB Glass Interhyers-, exl=* on 07,108P24. and sealed by Idalmis Ortega. P.E. 11- Notice of Acceptance 'No- 1"122-02 issued to Energi Fenestration Solittion, USA, Inc. for 2. Notice ofAcceptanceNo. 1.7-0808.02 issued to Kuraray America, Inc. for their their se Mi "Mkile Rigid PVC Exterior Extrusions fir Windows and Doors7, impiing on OSeutrrGlast (Clear and Wlifte) Glass lnteilavers7_ eqwitig an 07/04�Q3_ C. CALCULA-HONS 02,029.C3. 3- Notice-lofAcceptance No. 1&-1106.10 issued to Vision'Exttusians Limited for their'Mrown 1. Anchor verificafion c*ulations and structural analysis- complying with YBC 711 12- Notide of Acceptance No..2",203.03 issued to Energi Fenestration Solution, USA, Inc- for C oated (Painted or Lamina led) Vv'hite Rigid PVC Exterior Extrusions for Windows Edition (2024)� dated W-2120, prepared by manufachirer- signed and scaled by their -Bronze & tot shade cap coated White Rigid PVC Exterior Extrusions for and Doors7. expiring on 09130124. AntbonvLymnNliller, P.E_ Windows and Doors", expitirig on 04,16/25. A- Notice of Acceptance No- 18-1106.11 issued to Vision Extrusions Limited for their series Glazi4complies with ASTIM E 1300-04.-M. -12 aind -16. "VE 1000 Tan 202 and lighter shades (Non -'White) Rigid Cellular PVC Exterior D. QVMJTY -ASSMANCE F. STATENZIN-T S Extrusioin for Windows and Doon7_ expiring on 12)29�2 1. Mimni-Dade Department of FiTulatory and Economic Resources (RER). 1. Statement letter of conformance to YBC 7& Edition (2020), dated 0+2120, issued by n=ufacturer i sWked and sealed by Anthony Lynn Nfiller P�E F. STATEMENTS E. MATEML CERTMCATIONS 2. Statement letter of no financal interest and of independent, issued by maniffacturer dated 1. Statement letter of conformance to YBC 76 Edition (2020), dated 02/01,121, issued by I Notice of Acceptance No. 19-0305.02 issued to Kw-aray Ainerica, hic. for their D4/1 &Q-0, signed and sealed by Anthony Lynn Miller, P -E. mainifachm- signed and sealed by Anthony Lynn Miller- P-E - "Trosifolt, Ultraclear, Clear, and Color PVB Glass Interlayers7. expiring on 3. Private Labeling Agreement document between PGT, dated 03130M and signed by all 2- Private Labeling Agreement dated 03.10M.1 between PGT Industries, Inc. and CGI 07/0&24. involved parties. Windows and Doors Inc., signed by Dean M Ruatt Pl-, V.P. Engineering. on behalf of It Notice of Acceptance No. 17-M&O-21 issued to Kurarar America, Inc. fortheir both companies. "SentryGlavl (Clear and White) Glais Interlavers" . expaimig on 0710V23- G. OTHERS 3- Notice of Acceptance No- 18-1106.10 issued to Vision Ext=4ons Ijmited for their L This NOA revises NOA# 17-0420.06 (PVT w)CGI) and updates to FBC2020 (76 Edition), G. OTHERS "Brown Coated (Painted or Laminated). Mse Rigid PVC Exterior Extrusions e*ning 04/211 P2 I - I- 1his NIOA revises & renews NO.0 20-0429.05 (PIA w/CGI), expitiag 04114/26. for Windows and Doors", expiring on 09/30,024� 2- RER Teo p-oposals #194,155 dated 0140020 approved by IshaqI_ Cband2- P_E_ expiring 2. 'Ac current wAxiated PLA CGI f ile #21-0205M, expiring 04114P-6. 4. Notice of Acceptance No. 18-11016.11 issued to Vision Extrusions Limited for their 04,14/21- series "VE 1000 Tan 202 and lighter shades (Non-Mlike) Rigid Cellular PVC Exterior Extrusions forWmdows and Doors7, expiring on 11,29121- All 4 Iskstq L Clumda. PJE. PZ. Iskaq I Chanda, PJE. Product Control tat Su� Product Contra unk Superriss" Product Control Unit Supervisor NNOA No. 21-024.13 NOA 1154, 1.1-020S.0 NOJAL NO. 21-0205.03 Expiration Da to- April 14,2 026 Expiration Date- April 14.2026 Expiration Date. April 14,2026 Approval Date: XUrclk 25,2021 Approval Dates March Is. 1.101 Approval Date- March 25., 2021 E-5 IE-C E 4 August 10, 2022 > 0 = 2 QD C) L_ Q- 2 a) cl. CU o -0 a- . _4_� a) C (D =3 -0 CU 0-0-0 _CU Fn a 0 2 ci�- a) a = .0 U_ M 0 t+_ 0 CU > CD, Cn a) 0 16- ca. !E (n CU "o CU Z Z W Mi ova -2 t 1-4 _T C"I CD Cn E =3 W CU > 0 > L M_ 0 0 0 < L_ L) CU M =:3 F- 0 L_ CU W < Z Z SHEET NO. PA 1.4 -- - - '- - - —i u . - -- i - - - , _� _. _ _ . ■ - - n . ,I ' - — - I I I — — - — - L - - ° 1. I_ . I �RF W g17 NNl 41.! 1V'_ ✓�1__Q'� M AMP MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33594 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)• This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT46I2, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0730.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. CR= COLWTY NOA No. 20-0630.15 /7 Expiration Date: 09/11/2023 og�2o/ Zo Approval Date: 08/20/2020 Page 1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of], prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino. P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Pr uct Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-I Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 11 " Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RE& E. MATERIAL CERTIFICATIONS 1. None. �11_ 1/1 9 ddY4_1 elmy A. Makar, P.E., M.S. Pro uet Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-2 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all prepared signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. s L4� C_/Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-3 ^-0' ^W W in Co OL N U C Q S 0 C .� CU U -0 � a— in 6" C � CU (D in N c O O = O M LL_ p CU > .Cn a) Q 1-� a z z W J c <D cv a, � wa o 0— zr QJ E W L E V L: C Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. L C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE L By Miami -Dade County Department of Regulatory and Economic Resources (RER). L By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued b Cast- y > A. DRAWINGS Crete USA, Inc., dated 06/11/20, signed & sealed b Craig Parrino, P.E. g y g O 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of > cL 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. cL LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets I O Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last i_ revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on V January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE U M m 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. O >` w e my A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. Z Q� Product Control Section Supervisor Product Control Section Supervisor J NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/1112023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 _J E-4 E-5 a - August 10, SHEET N0, PA 1.5, _ -.I 1 _ _ I I I, . TV FUU" = ITT Tr " TI, , H Y ffiODl)GT B=3PAI4TJATION LtEPOIC(;,yU_ 20-072R.01 g PRcufBi[T vY�L.IiATION REPOR'P NO. 20.i1Sfm 3 � TI �ODUC r rVAr L'AnoN RRnnRT NO 2�1-D74v02 2 1 L EC© Iwc. L E�CC) �r�c. TILLIT TESTING 6 ENGINEERING COMPANY - - $ . TESTREPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: 'Shall be strictly in accordance with General Notes and Components indicated on TRLiT TESTING & ENGINEERING COMPANY ---- ---- 22, TEST REPORTS: Large missile Impart load tests were performed under SSTD 12.99 standard as WATTRR A. TTLLM JR., P.s. Wtecol' ).cam NL PJI. LLB pY 4H I47 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing WALTERA. nLI-JT, RL, P.E. NlteOOa&OLCOM PRODUCT EVALUATION REPORT r Lis tlo 44167 per section 1609.1.2 of the Florida Building Code. Uniform static loads as per PE CA Um N.. TW03T1V as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of fLI.,A. LNAOM3b.a7097Io ,,, Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Testing, Inc., Reports # 96-669 dated 0810911996, #96-570 dated 09118/1996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Lab of South Florida, Report All 0814.01-01 dated 03/11/02 witnessed by William PRODUCT EVALUATION REPORT #96-T30 dated 09120/1996, all three signed and seated by Hector M. Medina, REPORT NO.: 20-0727.02 R. Mehner, P.E., Boriz Moroz, PIE. and Henry Hattem, P.E. and Report No. P-E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04118/1998 and 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No- 7. LIMITATIONS AND CONDITIONS OF USE; DATE: July 27, 2020 Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada, loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters Building Code. Test Report prepared by Amehcan Testing Lab of South Florida, DATE: July 28, 2020 on sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 t thru 16, indicated Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Tensile test report No. 9CM-197 b Metallurgical, rep y QC to urgical, Inc., dated March 13, 2009, on sheet 21 of 26 of Product Evacuation Document (P.E.D.), drawing No. 20.1T6 PRODUCT SUB -CATEGORY: Storm Panels Gonzalez, P.E. PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by 711teco, Inc. and signed and sealed by Waiter A. Tillit, Jr., P.E. PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2008, PRODUCT SUB -CATEGORY- Stone Panels 24,S—TRUCTURAL ENGINEERING CALCULATIONS 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PANEL signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Teat as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. per QC Metallurgical Report No. I OKM-1318, dated December 1, 2010 signed PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Protection Products- LLC and sealed by Jerry Jaciofano, P.E. as per ASTM E-B. MANUFACTURER: Global Produe3s 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 4800 S.W. 51 Street S.W.61 Steel 4800 W. 51 Street section 161 6 8 file Florida Building Coda. Calculationsdya prepared by Jr.,.E. ,Inc , dated 11/03JOB and 03/12/15, signed and sealed Try Walter A. Tillit, _, P.E. wood frame structures• Davie, Florida 33314 2.3. STRUCTURAL ENGINEERING CALCULATIONS On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design Davie, Flonda33314 wind load, as well as maximum anchor spacing vs. design wind load and panel 1. PLLgPQ,$E OF EVALUATIQN. 3_ MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by waiter A. Tlilit, Jr_, P.E. (Florida License 1. PURPOSE OF EVALUATION: length based on rational and comparative analysis, and in accordance with This is a Product Evaluation Report issued by Walter A. Tillik Jr., P.E. (System Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteeo, Inc, (Florida CA-0006719). This is a Product Evaluation Report Issued by Walter A. TilllL Jr., P.E. (System section 1804 of the Florida Building Code. Calculations prepared by Tlltsoo, Inc., dated 12/1 B/10 and ON7113 (for this revision), signed and sealed by Walter ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. A. T1111t, Jr., P.E. 61G20-3, Method 1 D of the Florida Department of Business and 4, VYIND LOADS RESISTANCE: A�4,jt N. 7l4Cf, hQ�� 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind •..••••..,!T Za'$; JCENSi`...'? 3. MISSILE IMPACT RESISTANCE; Large mbaife Impact under section 1609.1.2 of the Florida Building Code, as This product is being issued an Evaluation Report as described herein, and has P p pressures. Maximum panel length Shall bass indicated on sheets 8, 10, 14, 15, _ _ 44167 s_ This product is being issued an Evaluation Report as described herein, and has per SSTD 12-99 Standard and TAS 201. been verified for cnmpltance in accordance with the 2020 Seventh Edition of the 16.19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. �� __; #-* ?Tt , * s been verified far compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose into 20-176. Maximum Anchor Spacing shot! be as Indicated on sheets 8, 9, 1O, 11, g :,-- 1 ; A'�'. STATE OF •. Florida Building Code, arx! to verify that the product is for the purpose Intended at least equivalent to that q ' required by the Code. 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. r r . 1 x:% ,"40FI O - 'C, at least equivalent to that required by the Code. 4. WIND LOADS RESISTANCE: This Product Evaluation Report shall be subject to review and revision in case of 5.p INSTALLATION: F ••,.......• %,SN/,ONIWE, 0 This Product Evaluation Report shall be subject to review and revision in case of Panel has been verified to sustain wind ? pressurGage es, Maximum alvanized anal leeel ngth p gth shall be as indicated on shoots 3, 9, 10, 11, a Building Gods change that may affect Its limitations and conditions In Installation shall be performed strictly in accordance with details indicated on a Buckling Code change that may affect its limitations and conditions 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. 2. EVIDENCE SUBMITTED' sheets 3 thru 7, 10 thru 20, 23, 24 and 28 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as 4 I DA TILTECO ADMON RECORDS 1 P. E. REPORT-20 L GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE GALVAt4LZEDD STEEL STORM PANEL( DRVK1826-T781 REPORT 0204=0 2. EVIDENCE SUMMED: Maximum Anchor Spacing shall be as indicated on shoots 5, 9, 10. 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-176. ( ) g 21. PRODUCT EVALUATION DPCy[1jl lil_(P.E.D.L' Drawing No. 20-176, titled a20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 21. PRODUCT EVALUATION DOCUMENT (P.F.b.Z "24 24 Gage Galvanized Steel Stone Panel has been verified for code compliance to work as anon- roue dorm shutter assembly, as Po y per SSTD 12-99 Standard. sheets 1 thru 26 of 26 prepared by TifteGo, Inc.; signed and sealed by Walter A. Drawing No. 20.175, titled GAGE GALVANIZED STEEL STORM PANEL", Tlllit, Jr., P.E.; dated 07/28l2020. This drawing is an integral part GIs LoL1nININnprf«+ streets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Ipi�jijy+ 111Ew Evaluation Report. a�okt ti�0111 �A A, r/�/%, a`��P•A T�(t/per+yy (e�P. Evaluafon Report abed 07/27/2020. This drawing is an inteQl(�A+1D�t T✓�y AA A, j7((�/� -. r `�P' �LIGENLp'' T ::' F ,--- y�GEN,S�c . 9 : _ yr=�a�. - ,F�UENIISC F- PITc -- ,\CFNSF ••.'. :. _ _-�-s_ -. No. 44167 S _ —_ram= �}-. .-_44167 — -I— 167 = _ _ - - -a a167 = ��s . �t tit_ 7�s?J� * itc _. aG-?c�°f -,k Tin - - ? �� ex0A,l0p.•;,�F STATE OF :•4'pu D' FL 10 cF., OR �s .I-- wry,,,, •�.- STATE OF rr s �'• xtORtD�,.•-'`yw$ Tress' � TATS T-E QF ,• �ry.�F;. FL0R10 ��a�r ` 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 •if i, I Ail F , 1 8/0"N A` �N`` 635.5 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phove: (305) 871-1 h9gtp j3� 1531 'III'p 1141111114100DNAL - I Rf"I NWHAI E� !FIllfNt111111111f AMML ERAL-NO ES: e3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND OM T„E OMIJD Aw - WK OIL71A1® om WON R AD EXISTING WALL ANCHORS SHALL BELONG ENOUGH TO REApr THE AWN STRUCTURE BEHIND SUCH PANELS _ I STOW PANEL SHOAMT OM 7HOg PRODUCT EVALUATION DOCUMENT IP ED) HAS BEEN VERIFIED FOR COMPLIANCE IN MA ANCHORAGE SHALL BE AS MENTIONED IN 0.1) AND IN B.2) ACCORDANCE RON THE 2020 (7R. EDNgM) OF THE nOTROA BURDING CODE (C) TO EIISRNG 'A9TD_DA& S QnC--i8 -1, - O SS w - DESIGN LOADS SHALL DIMINISHED PER SECTION CEDE, 16200E THE AWRISHUTTERS - 1/4'. TAPCON ANCHORS, AS MANUFACTURED BY I.I W eDBDEX, INC PANELMATE FEMALE WININDD RE IA BYTHE R WHE ki BE FOR A WNE SPEED AS FACTOR PER A DRESSURE Tit' 0. THE ,N ASCE pN WHERE THESE NTEX WAL BE INSTALLED ( SAND.0 N6IM USING ASCE 7-RB AND NOT EXCEED THE MAtMUY (A S.D) _ P74-10 10 AND PANEUMOE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS _ 1/4Y LAG SCREWS PER N0.5. RATINGS I 4. ? DESIGN PRESSURE RATWNGS INgCATD) ON S/IEEtS 7 IEIRU t2. 14, 15, ttl, 19 $ 2D. SHEETS - 7/16-P r 5 E / ` WOOD 9lI5HMNG. AS OSTRIBUTED BY ALL POINT SCREW. BELT IN SPECIALTY CO N ORDER TO KR" THE ABOVE CONDITION, ULTIMATE DESIGN VINO LOADS DMRM04M PER AXE 7-16 SHALL BE FIRST REDUCED TO A.5.0. DESIGN AUTO LOADS BY MULTIPLYING THEM BY 06 IN ORDER TO C I) MINIMUM THREADED PE14VWIOH INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AMC 2• FOR ELCO PANEIWiE PLUS COMPARE THESE W/ MAX (A,.S.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU ,7, IA, 15, 16, 19 A 20 AND PANEUM IS FEMALE a. IN ORDER TO YERWY THAT AACHIM ON THIS PED AS TESTED WERE AM OVS STRESSED. A 33% INCREASE IN ALLOWABLE STRESS TOR WW0 LOADS WAS WL USED N THEW ANALVVS FASIENTIM SPACING TO WOOD HAS BEEN DETERMINED IN C Z) PRAWN THREADED PENETRATION Of LAG SCREW, NCO THE POW FRAME UNITY SHALL BE ' //Y NO rHREADED PENETRATION NOD STUCCO SHAL_ BE CONSIDERED AS PART Of THE REWIRED THREADED PENETRATION. ACCORMNCE WITH N.D.S. 2010. C3) MINIMUM EDGE DISTANCE Of LAG SCREWS. INTO *ODD SHALL BE AS INDICATE IN THIS DRAWING STORM PANEL'S A7EDUACY FOR MPACT AND WIND RESISTANCE HAS BEEN VEMf1EC IN ACCORDANCE NON SECTION 1626 OF T14C AMC MENTIONED CODE AS PER HURRICANE ENGINEERING a TESTNO INC REPORTS 46-5n. 96-$70 $ %-T30 AND C.4) AIRIMIl1M PENDAA7IN OF WOOD Bu51UN0 SHALL (E 5/8' 1/{• •-20 SCREWS USED SNAL: TIE I , /2• LONG MINIMUM FENESTRATION TESTING LAB .IC., REPORTS /2032 IN /2126 . AS PFKA00045 TAS-201. TAS-202 AND TAS-205 SHOULDSTUCCO EXIST. AND I• MINIMUM FOR WALLS WITH No STUCCO. ADARDS. ZEST NB a SOUTH FLORIDA REPORT nD0,9.01-D9, AS PER TAS 201, TAS 2E7 AND AS WELL STANDARDS. TAS 703 STANOI�'S. C5) M CASE THAI PRECAST STONE, OR PRECAST CONCRETE PANES, STUCCO OR WOOD BOARDS M FOUND ON THE EXISTING 2 ALL A/LANNUM EXTRUSIONS '0 BE 6063 % ALLOY AND TENDER. (UNLESS OTHERW.SE NOTED) SEE SHEr 2 WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SMALL BE AS MENTIONED N C 1). C.2) IN C 4) S ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL. WAVE 3105-H14 ALLAY. (0) ANCHORS SNNALL BE INSTALLED FOLIARING ALL Or THE RECOYYFNOATION$ PO SPECYIGITNiaS OF 7NC ANCHOR'S MANUFACTURER STEEL, A$TN A-853 MADE 3G WNIYUY. G-60 A ILL STEEL SHEET HiTK PAWLDESIGNATION STALL 6 5 , (AF TURK ROLLED) CKLANDED 57Ell CEiKII'N710N W/FY- 58.5 b, (AFTER POtLEO). 8 PANELS MAY ALSO BE INSTALLED HOTZUNIALLY FOLLOWING NSTAUATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4 LHgg1CH 6) EXCEPT YWAI (LEADERS (2) 4 a 94AU NOT BE USED 5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 INS SERIES OR CORROSION RESISTAY COATED CARBON STEEL AS PER ON 5001a R/ 50 Nti YIELD STRENGTH AND 90 04i TENSILE STRENGTH a StIAL COMPLY W/ FLORIDA OWLDNG CODE 9 O SAMLL. BE THE RESPp ISMITUTY OF RE CDNNMAC70R 10 AfRlr-7 TTIE SOUNDNESS Of THE STRUCTURE WHERE SNUtTER IS TD BE SECTION 2411 3.14. ATTACHED TO NSURE PROPER ANCHORAGE THIS SH'JrTER SHALL ONLY BE ATTACHED TO CONCRETE• BLOCK OR WOW FRAME UItLDNGS. B IS TO ASTM A- 7 Y NSI 0. WITH MIN: Y BOl 9E 34 GALVANIZED STEEL. 0R 3 SE1tS5 57AK11E5$ STEEL }6 W LA)11 EILI STRENGTH 10. EACH REGULAR STOMA PANEL WITH LENGTHS OVER b'-a THROUGH 12'-4', AS PER SECTIONS 6. B. 9 $ IO AMC KTERNATNES ON, T ANCHORS TO WALL SHALL BE AS FOLLOWS 9W $ IOW ON SHEETS S, 6 B 12 RMPECTTVELY; SHALL HAVE A LRK EQKE AM READILY 'VISIBLE MANG *tVRUCTING OWNER OR TE'NNWT M SECURE PANELS WITH APPLICABLE RETWORCEMENI DURING POINCES OF HURRICANE WARNING (A) [Q,U',L•iW.POURfJ- C(MYRENE 11 THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN N CONTBfUDUS CONTACT WITH - 1/1'« TAPCON ANCHORS AS MANUFACTURED BY ITW BULDEI. INC (Um 1'F-3192 Psi) THE BUILDING TO PREVENT WNID/RAN NTRUSON. - 1/4' 4 , T/e- CAL( -IN ANCHORS, AS MANUFACTURED T INC. (N,N. O PA.LT ISTRUTEDBY L POI LT IN ]fs' SOLO -SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCJRW, BOLT $ SPECIALTY CO. - 1(mm 12 STORM PANEL OMAUATWN SHALL COMPLY WRN SPECS INDICATES N THIS DRAWING PLUS ANY EO)R.OUNG AND ZONING REGULATIONS V (MNn. is-SOOD P s I ) PROVIDED BY THE JURSOCTION WHERE PERM41 5 APPLIED TO - 114-10 PANELMATE FEMALE 0 ATPANEL.MATE PLUS ANCHORS, AS MANUFACTUPED 8Y' ELCO CONSTRUCIAN PRODUCTS rF-3350 13 (0) THIS PRODUCT EVALUATION DOCUMENT (P.E C) PREPARED 9V THIS ENGINEER IS GENERIC Mob GOES NOT PROVIDE WrORMAY044 (FIN. P.0 - I/4 0 Cf TAP -GRIP ANCHORS, AS MANUFACTURED BY TRU- AST CORPORATION (fc-3600 IT.— I FOR A SITE SPECFTC PROJECT. it WHERE nil SOT CONUTTONS DENTE FROM THE PE.D A 1) MINIMUM EMBEOWN1 OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE I 3/4-: 2' FOR PANELMATE FEMALE (0) CONTRACTOR TO BE RESPONSIBLE FOR THE SE.LECRON. PURCHASE AND INSTALLATION INCLUDING LI'E SAFETY Or THIS PRODUCT BASED ON THIS PE.D. PROVIDED HE/SHE GOES NOT DENOTE FROM THE CONDITIONS DETAILED ON THR DOCU,,IENT 0 AM PANDAALTE PUNS AND I 1/4- FOR CIF TAP -GRIP ANCHORS CONSTRt1CCON SAFETY AT SOT IS THE CONTRACTOR'S RESPONSIBO.T' A2) CAUc-N k SGAO-SEA ANCHORS SHALL M EINBEDDED 7/8• INTO THE POURED CONCRETE NO EMBEDMENT INTO I,) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED WVAJQ IF QWTIED. STDOCO SHALL 9E PERNRTED I/4' 0-20 SCREWS USED SHALL BE I 1/2- LONG MINMW SHOLRD STUCCO EXIST, NO I• MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR AU THREADED SCAM W/O HEAD. 14) 57IE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA RFATSTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE BUT WON WIG NUTS. ENGINEER Or RECORD (TOR) FOR THE PROAECI AND WHO WILL BE RESCON9B E FOR 11E PROPER Of R ACTING A DELEGATED ENGINEER TO � OF THE P k9MO TOtOTTHIS A.J) N THAT PR PANOUG PATERS. OR BOARDS BE (IN 'HI STONE. PRECAST COBS P.E E ENGINEER,, LACIETH SITEE SPECATCC DRAWINGS f R REVIEW FLSr EXISTING LONG H THE STRUCTURE SUCH PANL WALL DR FLOOR, ANCHORS SHALL BE LONG LAND I TO REACH THE MAN STRUCTURE 9E1•HND SUCH IwMGS ANCHORAGE SMALL AS MEH•ONED IN A I, AND N A.2). (eJ THIS PED SHALLBEAT THE DATE AAKN ORIOwI, SEAL AND SIGNATURE Of THE NWlOFESS,ONK ENGNEER OFREC RECORD THAT PREPPED IT (8) 10 OIISTIiL 1]XCJM &()fTt_W/�L _40L..Q-9p' - 1/4' P TMR7N ANCHORS AS MANUFACTURED 10 1 W BULDEX. INC 1. SHUTTER SHALL TE LOCATED UN A LOCATION STORY ACCORD - I/{- A 7/8' CALK -IN ANCHORS, AS MANUFACTURED B 0EWAL/ INC (MIN rC 15W PA,) SHUTMANTER IN CE FLORIDAREADILNSIBLE E SHALL BE PLACED FOR PANEL SHURER N ACCORDANCE WITH SECTION 17p9.9.! a ORIDA BUILDING CODE, ONE LABEL EYEBY OPENING. LABELING f0 COYPU WRH SECTION 1T09.9? Of THE - 1/4•P X 3/4';OJD-SET ANCHORS. AS DISTRIBUTED BY µL PONT, SCREW. BOLT IN SPECIALTY CO. FLOROA BUILDING CODE (INN ,' -11F00 P. - 114-,G PANEUWIE M.L.)NUMI O AND PPCLYATE PLUS ANCHORS. AS MPUFACTUPED BY ELCO CGNSTTOIVTIEN PRODUCTS - THIS DRAWING SHALL ONLY BC USED TO OBTAIN PERMITS N THE STATE OF FLORIDA (MAN. Vt 2a71 P.W.,) LMRLUNNNNF.,,� - , /4- P CF TAP -GRIP ANCHORS, AS MANUFACTURED BY TRU-FAST CORPORATION ISO L A. r!(r'*A% �• YN + D f) MINIMUM CNFKDNElNT OT TAPLON ANCHNOR5, ELCO PANnMAI'ES AND L`F TAP -GRIP ANCHOR, NTO THE C •• `` • FLORIDA BUILDING CODE (Nigh Y"10"it Y NurFIDO VC BLMIT UH•T SHALL BE I N/4-. :' ; NO. 4 N7On wRLa AIO 20 GAGE GALVANIZED SrEII STORM PANEL 167 •• 8.21 GLK_N $ SOLD -SET ANCHORS SrWl BE EI,®EDOEO 7/6` N70 THE CONCRETE BOCK UIN' NO z t '/4- t/•ias�"=•. Rn0 STUCCO S,NLi BE PERYITIED. 0-20 SCREWS USED SHALL I 1/2- LONG MYRMUN AOU�CO ^ .0 GLGBAL PRGTECiTKiN PROtitiCTS, LLC. EM151. AND 1' MRIIMUM FOR WAt15 WITH NO STUCr-o. 1.0'. Im r , COMPONENTS FOR REGULAR A UFE SAFETY STORM PANELS (SCALE 1/2-17 --- .... _.- _ - -..... - 15.19r (TOTAL WIDTH).._ - _ _. _ _..-_ - .-. - .. _- ___.. _15. 196' (TOTAL WIDTH).- - - -__ _.. - - _ -. 12-SW (EFFECTIVE WIDT11) -_. --- - _ --_- ; I _.. 6 /A' ------- ----.-- i-_-__ __-.-.-6.250'.._ __.- -. _ _ ] , r' ___. 5.I _•___ I3W, --• ,, DOW MUM. THICK r-13w rxi, t♦ i� / �. - _ - 1 y�\,,yM,, GALVANM 91RL /� ' - �kz O.at6' EMA THICK -Y•' ASTM A -MAT I �- / ) '57' E'• / II(` + '') P.eSYG SO HEMMED .s01LVANREO STEEL I / I C-60 G4LV. ME_.2.0¢0' .2 1 I \ ASTM A --a 7. .y •i TYP, I �T� -- GRAOT 30 AMWMIMM DETAY. R i - """"" A,.. C W GWV }rAa . 4e Y L i oF►uL A \ 4e.r - I.350' ' ,.3B0- -131 - --- _ . - - ----6.250• ---_ - --- -- T STORM PANEL ® END STORM PANEL - -2.167' -...- - . } w• / -- --.---- -- H.riO' 2.187'- FAE]K END_ UP - ( for R a 125- _ 750•.- 1/4b-2o. ig'.-M .125• 250' SW W/ NE2AED EDGY , .LOOP ,t a 1 '�• 1 - _ N./25' 3sOs..I'D D S.S. SSTUD ERVES - ,Iw I TO giOLE • IO ArAE • 1 / Wr 'f ' �• (I ,7 ( : ,2 1/2. O.C. la ,/7. 4.0. //>f 1 /3.375 .093' 093• 20G0' 1.500' t.500` `.-�Y�--L._� .09J• S¢ .939 939' s6E f. • 4250• ' -4 2.125• t 0E7AL I J25�+ t .'Al-. DETAIL , I U „C, WD` - I , 6 375' I 3 125• 1 (- I _ JI �D I � IACAE R �,•� _... . _. 3" Ym.. .. - .--1.500' - L--I:SDO'--+ ISOMETRIC VIEW QUAIL A 3r - _ ROUNDED CORNER • ENDS OF PANEL'S R END LAP W/ HOMED EDGE. O 'h' HEADER (�) RUN HEADER 0 (N.T S) ANGLEAHOLE WITH STUD 4 ANGLE WRH REVERSE STUD �J 1/14 A SEE OCT. 2/1. 0 344. 374 .374• i - o ) 3w- ' _ PANEL tee'-.. 125• tp'A-tD, xs SERIES 1.407'1.DAT' .375' �3a « L—, 66r 640 , • is -.- -I STUD RATED 10 625- ANCtE $ 12 1/2. OC taNl ,NDLL roll - \\ 4AI , O15' ' '- , OBY t.3a39-062 �v/ i -4TtID AOYEIWAP - - I I i--' I OW - .. _ 750• EVERY PAND. L __t 7OOD' 0 KEY HOLE WASHER ` - - z.obo rvP.) - Oar © 'F' TRACK ANGLE ® 3Zy' Air' TRACK 0 FLAT PLATED D.D36- (W..) Em. WITH STUD GALVANIZED STEEL - _J44`« - ,Ap4NfN ��iii��"' ° 3 1 ", 1 3i - 8 1 1 : . I I FLORIDA BUILDING CODE (High VWloc A ..-_1 .-. ' Der 12S--.Gen' WCKE Mn °f ""NIL z �.. SATE OF . �D'arm — 20 GAGE GALVANDiD STEEL STORM I .-__..P.ODq-_. .._ p�7�.4 � ® KEY HOLE 4F 0 44k-& AAT PANEL N /O �-CO,MAW PROTEECRTIION, som PRRODUCT°® 2 X7 Xt/4' AL/OMM vnr. SE ww NUI w/ou �,tr'4 42•v�LORWOOD 1AK,ER W/ AOOITCw / -NMa,-a-- - wai (u4)Y �asM FAII-' (w)W6 P • 7/rsO/W MYSNF1t ESUINLMS w pant GA 19 PR v,•aI, STEEI. M IILYIFl PLATED STEEL), L 8V4/910A/1ME/WTE IWUFR A IW$ AT, P£ I m,7-Hi /7 PRODUCT WAL. IATIONAUMMNQ 211-01127 I 3 5. 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, 6, 13, 14, 16, 15 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. V _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 pn sheet 1 of 1 B, of Product Evaluation Document (P.E.D.), drawing No. 20-175_ 7 LIMITATIONS AND CONDMONS OF USE• 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco. Inc. and signed and sealed by Walter A TiNT Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1020.2 of the Florida Building Code, 7.3_ Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Waiter A. Titllt, Jr., P.E. (Florida License No. 44167), President of Tlitsoo• Inc. (Florida CA-0006719). <,1EMININN s`3A.�'j�GENSF' :. . WA -�7 *= Dn TIL ECO ADMON RECORDS 1 P. E. REPORT.201 GL06AL- O}iEW1QN PRODDC'LS, Lyy7(A 0 GALVANIZED STEEL STORM PAN EL(DRWGA20-17a1 REPORT#2147 4 ,f:••••• (01. .,•� 4/111/1fl-oltE1N 1/4, 2/4. 3/4, 4/4. 5/5, 7/5. iW/10, 2W/10, 3W/10, 4W/10, 6/5 SW/10, 6W/11 a 7VI 3' ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 $ 9__..._ - .._...�3• MAK_. .,I• YIN MAX___ __ __-__.. FOR NOW SEE SECTIONS OR ON10 AT 11 I. MIN. D.M.. 2 . a , 4 + . -, �! °. ,-{--r- I- -- •--1---,--,---I--,- -T--1 T--T- -. _ _ . _ - (_-,--�T--'� T--T"_-1._T_ , I T .i 4 3,®+t@,t�6 ! 1 1 I Ij i I I 1 1 i i I l i i I j_i_ 1 I I � � i i-''"fit' -I \i ; . } 1 ? i 1 ; i 1 j l l I I i I I 1 I I - -i ---- - BOLTED -ANDS W/ 1/40-20.1• I 1 I(sEE SECTIONS AS I 1 I I 13.S. M.S. SOL W/ 7/IL• . 3/32' ;.I WIMdEUTS O T OVERLAP I I NPPLI ABIF) I i i : (SEE SECtLONS AS APPLICABLE) i -'I.. )__ T _ .. ._ _ .. "L. _1 l t- I. .Y r."' l.. i...l I .__; _- i_' EO l II P l I i a' I I i I 1 I I I i i I '' f 1 i 1 ! I II I i # _ __ _._ . __ __.___�. i_. ._.._, .-r_....- - __j__ I i_. D.M..®,®,® � I I { ' I '0 1 t !•off I T i .i I L t'-N+I;J0` 1 O+©•O+@•LJYf _ 3' IILX rI. � I, uN 1/4. 2/4. 3/4. 4/4, 5/5. 7/5, �-6/5 1W/10, 2W/10, 3W/10, 4W/10, —,/ 6W/11 dt 7W/11 __ _ _. -.. ANCHORS. FSHEETS OR CONCRETE SEE SCHEDULE ON 8 IN 9.. _.. .. - - FOR ROOD SEE SECTIONS ON SREEis TO A II - - - REGULAR STORM PANEL$ .11 do Q ELEVATION N.T.S. 2,67' i/4' MOW. GAP (MR, OVERLAP -WHGIE VALLEY) 1/4• \ tl MAX. GAP �?, A• l '' EN ✓y FLORIDA BUILDING CODE h velocity HurAcone Zone) - � 4A '4 f No 4Aifi7 `aux; 20 GAGE GALVANIZED STEEL STORM PANEL FD. dMIRN IN SECTION A —AI * :, * GLOBAL PROTECTION PRODUCTS. TLC. myMR IL ECOErie. °`" MCI6Ja. 6T saw Nts. a ATE ;#� �$. ORITiP` ••., T'u : ► 20-176 ,4• a..:. NO, .IW A M.w Mac (RN)w�-na RAx,'•tM«.Kne-an N .' - -'S1� San snrA�-0aor�Io am AW-m, O4,LW,6 R.: — �� '•''WMAA �R ALM A TILTt A.. P. - •r-.O Is RQI ] Of 20 -0--0 a) a) C � N _ Ca 0� N U CD N Q 0 =CU .� U N ItO U) N -0 0 0 -0 -N _a C 0 cit. a_ 0 C 0Cn 0 CU 0 > - Cn -� L -a C .I0 -� 4 W !� Q Q Z Z W J 4i C= CV 027� ��A�I. W i +" C2 I - ,: cB r , L]] �, C" -, N Cu C - 1A L � UiI,-�- 2 2 a s 11 ! y= F-s 2 = E, M R 3) ,_. i - - L! + - I:-- ci .. INSTALLATION DETAILS FOR REGULAR PANELS(t&Cif DO CUUM DEGES FOR IN5Tµ1AiroN IN POUTED CONCREiE INSTALLATION DETAILS FOR REGULAR PANELSC1) � r1� INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES QQN= BLOCK OR WOOD INSTALLATION DETAILS FOR REGULAR PANE a. &a INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES KWMXICAIOIOI; 11 VALID FDR FMJL , LIFE SAFETY AND E Z HANG STORK PMQ SYSIDA INTO EXISTING POURED CONCRETE OR CONCRETE IWO STRUCTURES ----- PLus ill a TI,-GI(SID: WIN's,1V1 3-r O.0 '..•` PQUgED aQIB Pp{p _ _ AMCa014: FOR CONCRETE SEE t.'CNEDLWF ON SHEET 9 _ E]IBTRIG PIXWED ��IRI ►A.RLMArt FEAaHt RL )4 ~r._...0. - �,`"�- II" ( WIRED iEt BLOtr OR C9NGRLTE BLOOL - _ OR r YOF. ----- � .eWOOD SEE SECTIONS ON SHEET a 3 YWK.! (BLE SOM UHE a BEE S3NEOUi ON SHEET a a «) s THIIIQR�AI « 0 COSTING POURED EO: N.A , 1- .•u. 6a3 I/P' WNd ) REOIIRED RE'OUMRD - REQUIRED I•Mn. mMIpR1E MrANOIR elms a T,RpWI, q E.D.-- - CONCRETE AROIDRs 1.. ^\ , o I e. 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I I I OF -L• \/ / •.�' 1 p„A 1 i Lot, _ L ,`, 1. T I CONCRETE OR 1 1 "n R'il.l•nl.a _ ! -•) - - E_PPq , E D I NAX ig -- 1 I^',, C.� E.R. ; _ .. Gy f - t r f �/wy.a/ A `t) ! „I W ._.C,,; SWIp HWR 1 I CONCRETE BLOCK 1 „ j • - E. F 1 „ , tv9W9Lo • I HO1v SHIN • 1 1 RE0111RFO. I 1 .. NN1Y `_SJxrtaw1 $ -1NM lD"Wa M'�I«4AMI,TWK 1 I iR N/a' OC TP 1/l OC I 1 1 -L+L. -. -Y - j_,; �.., .1 'L �� = `J I N/.'f2a1 I I1 ! ' I 1 • I i ., MAaPAWRIOA Na ' >s NUMa OSR1 '.• - /��p �� sWa4�� W' RA 4A4K, .410-W Ail• I , • • 1I :. M,NE+ «I 1 ro taLLT I t 1 f¢ tDIMDPLI L,'-�% l:l°"- w wr t «'v 3/sr-?,a - WaY1 I 1 Ter scHHam a TNM « eeaWWWHHI FHW,N .j ,. 1 II� _. i 1 (HDR - S.W. WYWUO,I , (i ' , q', 1 ,. - , , __ __ . ro — I b 1 I T • _ .� `% ,... SGEE }/16.,- rAAaNAn p.t .- AR4 t I I I H pp( _ I T N _ , s I W mA6. 1 I 1 4YX 0 i MS H I B �L. 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REOURED E.0_ 1 rEXA.R r O 1• =1 1 5n-E .`� , '1P' , T/7' -- __ ~"A Off' MATH OF t' t•rinE orS P'OI41ED yi 1 : r - E., { _ ,• M,r.� t »GI 1 LD y„_ i SaS,Sf C M.iCI� MAN _ ANCHORS: FOR CONCRETE 5EE SCHEDULE ON SHEET 9 _ -..-..ti ..- -.�. 000ctam TIM -.) EXISTING POURED. Iw 11 --,• M4,. .'TN. is __ EXHSt6WF IN7LMR_D 1 SCALE 3/,9-I• , CASE 0 'nLAlll) 1 7 s /.•...: ::1 /J,, _-._.. FOR WOOD SEE SECTIONS ON SHEET 12 -__-- - - - I - -- --'---3/4•.- `'- P„ ca 4nea,) r —W/ �l .r- aaTa roumD / i cHn,eRETE on - N SCALE s/f�..T' ll' caNc11E1[ ANCHORS caxRE1E PYNWs CONCTRTE ARdIDR3 4, :: lr r CONCRETE KOOH •PN. SW [p. cD STAiaEPTD w/ TN17 --.. C-a.. a O CAN SC1EDULL ON ~EO. (BEE SOIFDfMF ON r4,L I 4 7�' Vc Hit• ,r�iH• INNS PMOO WPPIIF, wN n R RP E l (Sa 104CDIT ON 9a75 a t11R01MP1 a) aH¢Ts a THROUGH «) .-,J M],A • . 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OC, CO ScH ANCHbR3 ,� _._. _. _. __ Lplt __- Pr N ,@ pile - - . - _..._. - .._ _.. 1 '`- oNWM-MAYW W ANCHORS STAGGERED L NNORIE RULE «5 9XELH 9 E '/4' �( S EE T 11) SCHEDULE ON T .__ OF EXISTMG a NEW I' WIDE . VARIES . 1/!• E.D. - EDDE DISTANCE I M WNL WRu m mwRG .. M (SEE SCIlDA[ DN .-. SHEET M) _ CD 1 I s [D. - EDGE OWANCE SEE SCHEDULE ON O ® CASE F fPLAN1 SHEET M) canCRETE DR SECTION A -A fTFn.i ;ff'��' (SEE SCHEDULE ON - i,«CN ALUM. TUBE OR 1' . ( -.4NI CAITCR[TE a -Hdlfl[ 40CR MOLOO wM9NMMN.N I `� SHEETS e $ 9) - . � CO/ PT W000 PLATE SPACER .i SHEETS 8 h 9)Cn SYi1LE 3/H6.t _ �WH' R pH ,.__. 9(D<HL REOUIW SCALE 3/32'.1` U ro atAa 1 / I -O 1 I i P NEW I• WOE , VARIES , 1/8' 1 NOTE FOR COUSINATION OF SECTIONS: BLO''4� 1 - ' a I NOTE FOR B9MTE'Ni DF Sf-'- - I "P. TMCPL PLATE i TOP k BOTTOM NOUAITTNGS CAN BE 12 I moMe TOP @ BDTiON MOUNT91G5 CAN DE - . ,-" a��.� � /p� fil r I COMBINED N ANY WAY TO SUIT ANY S®ESS-i"-si W 1 teK 1 :• M INUon - .. I (SVE ANCHORS I INSTALLATION. SGY.E 3 1 , r C,I A I COMBINED IN ANY WAY TO SUIT ANY ,: (sE $CHEOME oN )7. j , / IP-i' S,iYF 3/8-1• SCALE 3/8-1' ,ry F. i ` ��g5! ; l!�✓ INISTAUATION t 1 © S ots a XIRDum 9SC J;; H � Eq A Tj(`/l tilt A. 7!((/r COM yS \ A 1 •:.,. .:, :` V N Exls<NG PODD - 4-. !^''' •.•✓ 30101r..,,-,-, G -••'' - FLORIDA BUILDING CODE(141191, YNoel HuTAwm Zorn _ �- AR. Bra .oW:N, . r �_:' ! fLORIOA BUILDING CODE NI h Wloc HYfricoM Zona EN 4. FLORIDA BUILDING CODE velocity NU Came Zone)Q CONCRETE POUR[ -3/4 � - —rI 1 1 2 MI„ CONCRETE &OCK _rL sAea ,Rwrt ro i RE `- - = �9WTR D • s) / RRRL M W-Loo THIN Tam RURO. NC f) _ - Mmo RT[1X1. tic I✓. * * j B M20 n1Eca Wr. 20 GAGE GALVANIZED STEEL STORM PANEL ', R„ 3 w.. REOL%M. HMcfs laaa 44167 2D CAGE GALVANIZED STEEL STORM PAICL m �,. NOTE } coE«BwATHGN OF '�'H•*R+Ms !• Na 44167 - 20 GHUiE GALVANFZEO STEEL SIM PANEL �„ M,, Z NET ]nEDI11E ON �, = : VY_ )(� SECTION X-X � * : * i (- m � E.D. - EDGE DISTANCE i •Dr ; * _ - m/ap«,e sHRL+s 6 nHaaTa+ n 7:�0:• 7ATE�1-t-.�li", GLOBAL PROTECTION PRODUCTS. iJ.c. m srALE 3/e`'' _ S ATE a�,',- -'`� ESP LOW PR'OMC 1O PRODUOTS, LLC, am. (SEE SCHEDULE ON TOP aH BOTTOM MOUNTINGS CAN BE %- S � 0 - - _. _ ..-�? GLOBAL PROMCRON PRODUCTS, LLC. IAE: �� • oA1- `- IL EC01ea. _ IL -0.... '•. IL EC01E91. we - 4M SW SI 91 DR �ETAII FOR SPACERS REiZ�f RJyFD ,AI TOP QR s.e90 sR «, mRE SHEET 9) coMa NED N ANY WAY TO sun ANr .«00 sw. sT sMEET Z g�MrHr/N. aA a RIP >.. RAW Pr,m,N�Ra'�'>»a TIMRR DWH MA FL FA�i�Hiwxn an 20-t 76 BOTTOM TRACKS ADJA(��_TO STUC OOD BANDS �yp�F • AIO*,:AJ9i EMORxem+o ANY aMA• ti 1*+u 20-176 HNSTALLATroN. 01, .., RIDI". �Y � $ M >� R � 4 20-176SCALE 1/6-T' yNAL moo" ' +L. SS' • .s CRN n,-,W«. A.. PIM m-W, �� DM N.- E` V/ WRDr4t R NNTr ,pap.-JR, p,,pant m-,MI'Y ww a, ar aW Wn. WA{IR W MINI 0NW (na)1««-,M. W. (OM4)M* O �1, tC ,% aw a. r WAr RRNRO, P «nR PIOC. (E64jM-7$W FAL (w)«M-M .Q' R u-mO«Tn ..M� rN ORWWI w: 4i ! •AL TE aTER7+D IW it Px m H- -i - Aa bN IUD /,i�TUA"Yr aMwo6]I« t«R/DAWit S +.. MpY..7U TNi HTIT aw m-w, IOPLTtlI A 11Y, Ar.. �£ - rt 9RP N N ffi t N,R aNKT 6 M b W i1fINM , _ fMNQT « d 7i A SHEET NO, SH 1.0, W 9turnam i, 3 a` p] i 1 i 1 1 �w"M"m• i i ,w 4aet•N OAWaam 1 ( 1 i ® wrY 1 N aC: I i Nye F�R1g1a 1 wiwiiw�a saA. � 1 I I , 1 i I m WALL ANO FLOOR MOUNTING INSTALW10bi FOR SPUT PANELS d +3aG ..1 TEAL •A7. G".awTE ARp,DIa 4•n s>tAIt1 w '•� J Nw..Iwac + .., t' :,.. ANa ,%tact ^- -, •- . 2' --e. m ,v rOi +DIN i =`t,• "�. '+�"'^e'amN,) 1 r.� LILY ,.U*Y,IFA'GiAr ILA• C • �_' M Mo - 2) .ORAL. aPCON i ; ! _A-"._�.1 .. NAM i1W1 :� W�ICIEQ�A twIrG9R'f/' 111 ACRE {1 1III ItF `- MN. E.D. -% i•.-raeIM,XW Nro Af ^- sue♦ run am l . ! DETAIL i Mm A,Na r76'-r M%.L Rw$L ,�% r / • \' i IGR, r OCSwN PRE' wF W" m Note 1 •^' ``--" I ' .I.LWA • �' wP'61R: r. Nq LAID muW wNp.MG aLNN - wu-n qwt �°M.NN� A.r, 6I W,ou1 ,A 1 9MEry sa SN4.. • r 6.c r r -. 5 "�N°am f f - _.i_�_.--ll_�. 4 W t ti T1e1 NOTE t 4 _ _ jj W- -7NA ,.Y. 111RL16N •MIT. Z I 1 (- b 1- t '�►—T f 2 43 r m0c"m 2 a M F_ ..2 Rr w w NB,nq! t{6BP — -� R—rt. wu,ax w,w • Isa wtua Y � t��$t�^tsra�TANyF 2 SECTION Y-Y SPLIT STORM PANEL ELEVAIMN 6CN.E 1f4"+1 war„ 2 SCALE 1/4--I- "R �n.n� 7 SCALE I/F-I- IN,o N,q Yi.210iM-4 ire cOtMlNIO,t1 III L I+ QH sc 1(I( R V— SULM REWIRED N, MLR (it.) • T48E IA)UXLN DI Wall" 4 A'-r 2 3'. 1/8' ,MINIIIN/INN WUIs ► r •) Ay N X Ave. R�wWG ,> 4'-6' TD S'-6' 2 4' • ,/r T,� " '' A' " No. 44167 > W-To' TO W-r 2^ . 6' Y 1/8' FOR 3A FWESS AE MTMG ' * ; * w = FLORIDA BUILDING CODE Ni h Velocity Wwr SECTION 1 + PAMU L'� a.EH€D s O'•. A s TALL+ ' Rya p1C 20 GAGE tLLLVANREO STEEL SiaN1 PANEL srALE 3ro-I^ NOTE NuLLLDN C•R AL50 R rISTAUEO w/0 STORM PANELS ON lop OR BOTTOM Stl THAN' IT 8 LOGtEO AT TOP OR voymv OF OPENING. (ONE PANEL OPENING W1 TUBE TOP r WITOM) .I . 1' r IA.+,,. W4 WA1r.1m.MOUNTING sISTALLATiON - ALTERNATE SCALE: T/4- . I* MGM, 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS,D. DESIGN LOADS UP TO +55.5. -72,0 p,s.(. AND PANEL'S LENGTH UP TO B'-B 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, WJ SPECIFIC DENSITY OF O.SS OR EQUAL. NOTE FOR Ct%EBINATION QF. S£CTH2NS: TOP R BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUITE ANY INSTALLATION. _.4 .. A I o 6 - A. - \.. WALL YOL41TIP16 RiSTA• i iTHIN -ALTERNATIVE iW NWrG nr iiga[ RN!!N Al •n!M ' ' � V KMMI��rH R .PNaWP,1�RM al r.Tm1 ,'.. L1T } •rn. f�M • H 4/l nC � � .pap ! YMf n000 OO. IR- PF 9 i e' m rPa N+N�r . . , - VWALLATM ALTERNATIVE *W INSTALLATIONS - ALTERNIATIVE SW (SECTION AT TOP IS LA MM TO +55.5-07.0 MAX. SCALE: 1/4' . I' A.S.D, DESIGN PRESSURE RATING) SCALE. 1/4" - i' a 1 i - �yua�mNA+pN�apr ... aA�BRosi+ Mn RAMP MO h4STALI ATNNI - SECTION .LAIR? SCALE' 1/4- . 1' MAXIMUM _A.& D. WIrjN ERESSURE- RATINQ f a.satzl AND CORRESPNDING MAXIMUM PANEL LENGTH "L" SCHEDULE AMNn NARY mw LNMtt er A:.ra Meru c.•I.w.w ,v .ru .celw,uc : pNAAXWW ASA M1w0 .t{.) IN•. tEN4Ti �AR�Ip (LEE) I—_ IXAffi " N� DMOrt`10N }Np1� '/ 1p .35A -72.0 7 S, Lw4 LESS i 2 1/4• Lmsom I T1AU 3 A 7 •SECS, -72.0 2 3/4' UNgOLim I YAM 5 a 7 .MA. -72A sr-r TO „-2• LIor 2 T/r • AT QE71L?WS N 6 +43A, -iB.D 12'-r OR U35 3 ,n' ° �? A a r ,0 • INKIED W/ ,/4•.-26r' SS. " r ,W1®A1T M 0a06AP • WLNMCII OF PANEL MAXIMUM A.S& DESIGN PRESSURE UJING (g.s.f.) MO CORRESPONOM MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORY PANELS JWINSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES MUD ONLY FOR PANELSMA Q'FA NSEALLATidK AS PER SWnOKS I ITWU 7. ON SHEETS 4 a Sl MAMMIM Aao. OESMRI PRESSU-1 RATING (PAL+) WOMAN XCAVOF43 VACM FOR EO - 3 'Ir + mwucmu To swram Ita LWIWN PANEL NW CONTPWgN LOAM V (a.l OF THEMSLOW i i'MCON CF W -CAP CALK R fthum C F$IMIE o PANOAAWE "AS m tA1KQT[ TO COMPETE 10 CONCRETE 10 CNICRE7E To comm"! TO WCAM 10 CONCREW Vm To RTE co..0 00.0mm 6• N/A N/A I N/A 47 N/A r R/JI $• NfA , (NW) i WA R/A a' r $' or r r I (tlnow) 1 r N/A N/A N/A 61 N/A WA r r N/A N/A N/A $• NfA r N/A r WA 2 (r0rrom) p .55A -72.0 r WA 4/4 H/A $' N/A d' NJA 6' N/A 3 a 4 (TOP) ( r-r OR LESS OR U35 r Y WA R/A a' 6' r Ir $• 8' 3 (WHOM) a' N/A N/A N/A 6' N/# $' R/. a• %/A T inky r r N/A R/A IF r 1^ t' r r 4 a 2 M01W i N/F N/A !2 in' 6 i/,' I2 ,/2- a Ile a i/4• 6 t/4' 6 t/.• 6 I/a• 5 (IOPANTHOM) 1 3EE 94M l6 r IT no AI CHM THE A SPAcoc FOR P6IALLAIKKs wm VAM "SAW SALMI. WM M ANO" S,VdMS AM LwNRA1 EO4 DISTANCE AN 00 CAM ON TAM SWANS rat EA. LESS SIAN WGTm ON MEDL41 Nua Oct" WAM iW "INPL"Aw VWm Sam ON SO# AX eT M FOLLOWING, NCTaB FOR THIS OPERA!" 70 ME POBwS ROM SPICAMI (SOARED RED two FACTOR $ALL WAN AS LESS If" ""AAA SHOW SCALAIEO FOR EACH ANCHOR TV" AT ANCNOIIS LOON. �� 711! 1/r. wPmn ALIT v en.r T/4`♦ 114'. AAAAA 1144 asrx-N 1n1 sauo-aF la4 now AFA W W x 1 3 1 3 1 3 2 ,/2 3 ••mN4NimNn kaK,PAI%{0..1 3 3 x 3 7 }.,%p wA:4rN 3 1/2 AYH$, VA @M» NAM j e,m - ,DIP rtG 1/4' AD % s/r tO4 SUM NGWING W/ t/i••-9iMT SS MR Pon LEHGRAS LP TO b•-0' MN 6 1/4' O.C. MR LUCRE 1P m r-S` IN,. M 1111i-10 f PANESMA72 FEMALE N 00 P•Mt,TWTE PLUS • wm I t12 am a T,qF = -T; POk'IM1fOR TO IEAW MR KL LENGMS LV T> I 1 1 No 1 i - ;Jam i �T 1 i t ) 1 1 1 t I! socmxr ELF I I EO I I t jjtf _ 1 i�. 1/4' L0. • S/6• LONG VIP= TAJSM4G W/ I/4'w-2O.r S.S. 08 r $ t/4' DC. f f FOR PANEL LEz" UP TO 5-r AND 6 q 1 /r oC fOR LEN47HS up 70 IT-$, M" R € 't OR rw WU/ts-t0 A+RETAMn FOw.[ I. tle To 1r'. P.tKi1NTE MUS r ,? in' a.. Mil, t 1/2' AWa iNR?D11%A Pa#RMTIaI Ai Maw6TH O [NBT,IaW F7a ALL LowTIW LP 6'-r M. SCALE 8/6-1- FLORIOA BWL.DIWG CODE (Migh Velocity Hurricane Zone No. St '•• ©� '.fit iN' •• ss 4167 s DF T- fo* � J mo2o sueto, 4AC. 1 L C O $»� 20 GAGE GALVANIZED STEEL STORM PANEL# Fp awH IN, GLOBAL PROTECTION PRODUCTS. TLC. i.W awe s, 3n1EEr oae. FL #Mt ALINE tNM}P6N'-Tbfp. KVI? (OoINM'62A wv e • Nw"' cod 4t fLe R4 � ,WAWA inwal N NINw 20-176 NAM+ t SFAL/WCNIW[JWR-� C440un wN7Lw A nun r- PE , - NI@T • rX Y INSTALLATION DETAILS FOR REGULAR PANELS INTO EXISTING WOOD STRUCTURES �, Y0 t>p#K ALOUD Iri16G AE_ C1A4 - ALAI ' � 4 IR-//•�/na�ypytJsyyaa 1 , i ED EQt i 3 eAE ED - T T f - j I >RaRDa �IIATNE 1W ALTERNATIVE 2W N SCALE 3/8..1- SS04E 3/8.1' aA, L( SEE SCHEDULE ON SNETMR [[[A " SEPARATION To C"a 1 aiLr, MglFtq� 17 1 EOM ' i EAR - ED D r1 I . 1 FAI ? 1M ' � f ' .. ED EON ,.. -- :...FBI/2:• Cal � /j EOL IRaAe a °'�'r fft"m�" 4 two PLANE 4 DIAL • ! 1/sY u0 EdNIS w r OC ��7' w. iMW{0 rotTwuieN 2•%0 MATE _—dLLor:41NH ar WARE etOU,Afa ALTERNATIVE 3W SCALE 3/8-1- ALTERNATIVE 4W SCALE 3A-1' „aLr AAnA% un Lod►..L Astiwu NOTE : SHUTTER- tl4TES1 1, INSTALLATIONS ARE ONLY VAUD FOR WLDINCS WITH AS.D DESIGN LOWS LW TO .55.5, -72-0 PSF AND PANEi.'S LENGTH UP TO W-8' 2. FOR NEW WOOD FRAME CONSTRUCTRNL WOOD MEMBERS 70 BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL FfXt-CLl/ARLN•'f16N OF�c,FCTiGi,,St TOP # BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (VALID ONLY FOR AS PER SECTIONS 1 TNRA 10. ON SHEETS 4. 5 A 61 MAxt AN MICHOM SPACING FOR LO- - 3 ,/r - A �0 S" TAPWN CF TM -CRP GYK-11, PNIEllM/E FELINE W PANELAM PLUS 9DlIp SET APPLINJILE To SECTIONS 0 r YARMILI PANEL PRESSURE RATINGTM1G (P.•1.) 70 MADAM TD CON7NiE KOCK TO CONCRETE m 00MMIM IRACII TO CORGASIg TO CONCRETE SUICR m CONCRETE TO OD*WfE 6U ICK TO CONCRETE m CONCRETE TRACK ro N TT TO CpICRETE MaGK AW WW*Mr4* OF TWd air, LE,•L' (m) N/A N/A N/A 6• N/A 6' N/A 6. N/A N/A N/A 1 (TOP) 6" 4- N/A N/A B" 6' 6' 6' jr B' N/A t N/A , (80nom) 6' N/A MfA NIA r N/A 6- i NIA 6- N/A NIA N/A 2 (TOP) 6^ N/A N/A N/A 6• N/A 5' ' N/A 5' N/A N/A NfA 2 (BOTTOM) 15.5, -72.0. 6^ N/A N/A N/A 6' N/A 6' N/A 6` N/A N/A I N/A 3 * 4 (TtW) >T-5' TO V-8' OR lEs4 B. 4' N/A N/A B' B' 8` B' 6' 8° N/A N/A 3 (BOTTOM) 6- %/A N/A N/A 6' N/A Ir N/A 8' N/A N/A N/A 7 (TOP) 8' 4- N/A N/A 6- S' 8' 6' 6` 6' N/A N/A 4 Ac 7 (BOTTOM) N/A N/A 12 1/2' 6 1/4- 12 1/2' 1 6 t/4- 6 1/4- 6 1/4' 6 1/4' 6 1/4- N/A N/A 5 (top/BOTTOM) 80.0, -53.3 N/A N/A 12 1/2' # 6 1/4' 12 ':/2- 6 1/4" 6 1/4- 6 1/4` 1 6 1/4- 1 6 1/4 N/A N/A 6 (tOPIWTTOM) W-r TO IV-2' 95.0, 772.0 NIA N/A 6 1/4' N/A 6 1/4- N/A 5 1/4- 6 f/4' 6 1/4' 6 1/4' N/A N/A 6 (TOP/9017CW) '-B• TO 1V-2' N/A NIA NJA NfA N/A NfA N/A ? NfA 6 ?/4' B 1/4' 6 i/4' 8 1f4° 8, 4, 10 (TOP) 43A -48.0 B' 4' N/A N/A N/A N/A NJA N/A 6- b' 6 1/4- b i/4° 6 (BOTTOM) 12'-4. OR LESS OR LESS B' 4" NIA NfA N/A N/A N/A i N/A 6^ 6' 6 ,/d' 6 1J4` B {flOTtON) N/A NJA N/A N/A N/R k/A NJA N/A 6 1/4" 6 1/4- 6 1/4- 6 1/4- 10 (BOTTOM) SEES 4MM IQ I, AND 12 FOR ANCHOAS TYPE a SPACING FOR OZIAUAT 4 INTO W= ,PALE BIMLDWO. WWMUM 04HN 2PACOM AND MOOM EDGE DISTANCE AIR YIOIGIE- TED ON INS XNEDUFDR EA. LEES THAN mpGATED ON WAXILRE "a ANCHOR WW04G Or NLETPLYRIG SPMC44 D O W ON SCIEOULE or THE H)LUMVING rXTO6. IN TIPS OP94NMM TO RE POSSIBLE. REPLOLD SPACING 061MNEo USWG hrm SHALL NOT BE an TWA$ MINIUY sworn, OWAIED FOI EACH ANCHOR 1'JPE AT ANCIfaM LEGEND. ANOR lYT[ Ile. TARN 1/0. d W-GWGPLUS $,We Ile. i/4ti ,/4'• 1, ak" 8GiJ0- T W, Acmm SAMING 3 3 2 In 3 •4"t1,MrAra C•a'RLI 6+•i 3 ] 3 3 3 D 1/1PA.Rr4I tyo,M Hal OA) 3 -3 -. 3'_0 a /2 R■K 2S �t �>q T #i T 6 R 0.0 � msTALLATiON DETAILS FOR REGULAR PANELSa INTO EXjSTINO WOOD STRUCTURES 1i a CIA I III 0 PANELWIE PLUS I!� T4'•ID P'ttammn PLUS a. 1� _ 14:-10 PAIEIAIAIE PLUS 6 1/1' 7NREADEI3 IEFkSNA110M TD I - t, FEINE7RATICl7 Tp wcOl N p A I, I p♦D m EIObM10 wow HEADER (D RING I)= HEADER USTI H HEADER WOOD REWIFhif E RSTIiG wO00 HEALER d ''. i ''.. � TALL i ;I t Y _..�__.___-......_. ' _ ' Np w - , now slto i ,. • .� .... _._-__. __-_. _..._.. 2 j s' : �' _<_wC NUF w- � ELaW slvo • __...�__-_ ) __YEN NX • j aeP sTta • 2, WadD NA,OEa 1' # rat. ^ _ : $ 11r oa HOOD HEADER p 6 , p• oc, RtODRa `_-- In. 2oRouL oN w SEE MONEW ON I in SOHM t oN wNP/wN '1 FM NN,. FOR .64. S PNRA ION FOR lm t. m NJm + m a/sa ,. _ -.. _.. : ro #Asa. ' PALO LENGTH i' ,TALL.-N6Y1' aS (SEE NOTE 1)i/ i Ha wf 7/IM1 • - _. .. - - vex. PANEL Y lOw, 5.6. (SFF MS wl 7/r# : LE1rAR'1 , _._- ,� Mw ,AA1EL fENMN NOTE 1) t/41..70A1` A6 (SEE NOTE 1) { MS. w/ T/s', r 1 � k• _ �naFN 6#AMP � INRAW II#nAP 1 1 { SOR wx OF or V OF VMANE MAX / ._ I t I � • _e .,... 7/6'+.xn2' i ,. �. - ._six.i�ws W . _ - i .,. �, . wW IkR7f37 ED.-..... - ° ,� BwW S�r',, ,•. r fA '�-... �.. 'f :�+ T9 In".C. a' 0. _ • 1/4'. ,AL sceEMS ±r... -6 r O.G. W/! 1/2- 2'r4' waa0 ?LATE -' REQUIRED ihYO PANETAMiE PNxAS - 2'N` YIWQ-RyS'rE REWW® 1"%s' tPO90-_ ) -. MN /+4rAR.D PENETRA IRWWO I' PENETRATION TOF At :11 8 t/4' ' 7ro` THREADED PMET WOTH �CNEI�RA M •. (� . L - 1/4 UG SEAfl1S a OF PU3E 1 [ _ _ �BS5T7t1gqDIDw�.STAGGERED wf 1nO'ttEnatY.M"1 DIRECTAT TMRPDEO' MDNNOTH SV PLATE - scut 3fh," NOTES sa" 3/8.1- SCALE 3/6-, 1. INSTALLATIONS FOR ALTERNATIVES BIN. RW & 1DW ONLY VALID FOR BUILDINGS WITH AS.D- DESIGN LOADS UP TO +43.8. -48:0 P.s.T. AND 1NTINNNi1NNA,.. PANEL'S LENGTH UP TO 12'-4- +P•'S,�., 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN ��:•'' GEMS•'•% PINE MO. 2. W/ SPECIFIC DENSITY OF 0,55 Oa EQUAL. }E •' L� F FLORIDA BUILDING CODE (Nigh Velocity NurHcone Zone (fig FM COWMIKMM OF asl aus: s NQ. 41 ' * o n,Eto, i1C came6s 20 UK GALVANIZED STEEL STORM PANEL w Dwr TOP a BOTTOM MOLRIO NGS COMBINED IN ANY WAY TO SUIT ANY 9 ':• S - _ FZ t` ■ /r AL PROTECTIGN PRODUCTS, TLC. �1<. E%:0,2»C. 40 O INSTALLATION. o RiO .' 1 .Lp"neeca G-/id"'2dffw.,:' Nm SS. 54 sfww a MN am. FL wt4 n14r"a, tW '01=rMM0. w Mtw PHOE: (W)P-Tala rfC OW14)$o-w am --,", 20^176 NA IOWA E 9[MtHWWMR/WTE CA-6Ww7,N - wN. A ILIAT A» P; ALAI 21Rq IR O 9 CONCRETE ANCHORS CONCRETE A904016 FOR CONCRETE All AWft- SEE SOEOILIf ON SHM ,a: NNE saeD1,LE off {SEE #NEDNLE DIN AMI wtlW TORN: NEE YGnal ON sI#el to r $ ALTERNATE $ INSTALLATION 8/� 6NEET „)� MfE£ ,.� I' A W 15 t 1 $ Tel 1 i 1 $ LOCATION 1DETAILS FOR OPTION t F0 LIFE SAFETY STIRRER PANEL SYSTEM 2w` ),251J' . t/4, 2/4, 2A/4, 3/4 Oz 4/4 1, 2 8[ tW/Is _ A. E743 PMtFL 1/23 � w..: �^ ,... ,_.. _. ,'-0 ,/r-- -�--__. AT END PANEL � -. iD OTSnIC NfAgEP � y n3- -- �• � FtiaRa coNCRTE ' � 7'EAA,: - _' � —, snms N fl INTO EXISTING WOOD ST^R: CT� URES OVERILAP IT I I I I I 1, I (,2 1/2. 0 C.)Ii WWI) copcwm TON" PAPIE e ELRnY STUDS io a 1 OVERLAPtA1, Su f 1 p ^, k 1ry�, 1 Tp yi T Tf -�..k .I� TO �..s� 11..,, Sgumu 1- II E j EEE i I Z i" itNo PVAO) (R/tERIOR I tmR380R PMRi) DN1rmaQ PAARit 1 roI1 AssvrRMm" IEnR To� - I10 0t i, L - + I I _ I E°� a1 1/6"Ky/T32' 7•wa1'(L�RC It4•. SEE SEE MrERIaR wINEI. -•-L•Fa)PAN ELt 1-__-_ f!;,,; ,._, MTEPIOR vM$L iNDPANEIL 51W N+u - I _ 1 in•r E1rC E 1 4'h,• TPCME _-1 .... r .Y - - - - : Sc4ax LE it Ey 14• g(f TEE ' = iii Rana NEADCL I L.. • - 1 _ ,/r TRA w! S/$• M,. tcI6E O - s�r R FEEDNNS :. _� .. -.-- 1.-. - _. ..:-. SIR DIRECT NTN)NT 3• s E II��, S#2Eno -1-S02 FOR Tog y2 , ace 6 i oeii; . y1 mR7. �a tn• eo. ! 1 t _ .L t i. rgr+al "'_3"- N2 rye - %i rap ANCHOR_ ( i 1 , 9 - ) ) it-; • T-T • - �i-- '� ` i sPlcwG SPACNG M SPACING SPACING n' SPACI I FtL,+1 � _ i AT Elp 11/AT37 I DETAIL i WALE MQUy*_ING I►E,STAL �LDQN •PPLfCABLE TO SCHEDULE 1� -a NN,. (APPUCABLE TO SCHEDULE - `i I � I � EYE OEUtti 111e � � i I ( TL4Ewlr .allL LOCO E11tT E23RT iT3prIRJiY1L�•1 � z1s•�,,313Y c7 ,.y , I�fff 1 r 2n4) • ` ; T • MIM.Ta wm upcom SONS: 2r16• - /- BCiIE: JrTB' _ r j wNG MA1 . eKM REGWem psiew f sHre 4'2 1/2 nc ALTERMIIVE 1 ALTERNATIVE 2 I I ( MAXIMUM A,S D• DESIGN PRESSURE RATING U.ss.f AND MAXIMUM A.SAQA.�1MN �I{EiiSURE RMING (,R-A-W AND CORRESPONDING i 14i%k MAc,wE OR COMCRETEsMAN *ALI P IN JL XH Q (NTH tE� [- r SIT ffi: DI G t 2/14) a MAXIMUM AN ENGTH "L" E ULE " I '"" NAIAego, - , AAPPLICABLE ONLY TO SE MM 18 2 NYC" 1TNS„Lcr c4 = jjQp 1_- PA".�%• an. ' 144) i I I rA, 2/r, 2A/4 3/� a 4/4 / 2' & W/15 1, ; a IW/15 NSTALiMONS INTO CONCRETE & CONCRETE BLOCK STRUCTURESAVIAM AILS s�mL DN s11 ET ,3: 77 Wi PAWL ar.GF,w»P c 1 '6::.-we'--di4tJtlISSRiF)R)f»+s TDv a ToT,{aK Fn �y am w• LewM Too d m 4k AREA WfNO SAFETY PANELS • , tw.iw"F t� Eecaq) rat Mr 1,} E ) LOCATION OF LRE (SEE NOTE iBElOIY) s(PrJM as I*. REG" PANELS W/ OR __ - --- SAFETY PANEL --.J MAMNM AEA 1M'C(M O LrP- w D o-" WPRSWR rEwd a WNRNRTE PA% � �.6. -Aa r-r 9 L+' wsrID ra Od55 - __-_._ ..._ W/O REGULAR tRACMS i7/.__ .,, .. (SEE LIME ? wmal m110 to To TO m TOTO m 10 FAAIBA ow LPNan+'ti Sk.} I EOi.'�� Eq WMC'.R1E ANCIM1pS...1 ;r i '' "r '- f Rtaw) LAST PIRA �}} _1tl $ pr3TAU.Ea AS PIg4„SMi a011p1E7E fLNCREIE com. tt CONCRETE COPCIETE OMaiRYE'TE OF TNEz1 •''i ED SCWDUA ON ��"a•%-� L� LRE snFm 51aaA PMIEI, GPFIi,Na LRWl r:cvimm eLLOL. RLOaM MAO1 6L0at BLOW 3E 61RR7 is Po9 AXaIORS RIPE r 6PACYlM FAIR M#STKUTLOMS MRa wa0a IRATE a16WIG. AIR SIAM ,44) +>ouRa1 WNCALA ^-' =` SATOPTION uw,Y, BE EV wWJJ REM WNaaLE WMM 1WCHOR 3PACt4W Nm &~M:l MOt CWNWE ARE .NICATEO DIN Ra SMIECIU, FAIR ED ._ ED N(""i ,;aAal ) TO FA,'3{ATATE INBTAUAT(O4 It RNTENOED r N/A N/A N/A 6' N/A 8' N/A. r N/A i a 2 Crop) ED USE TNW MWGTED O! > AE RFtUCC NOW SPACM 6F VULTMLnMO ,PACRA I . CR.H. NOINPLO CtlILCAE'R wCPR13 jj) '� TO 8E INSTALLED OR PANEL D i'ROLI tlN51 55,0. -72.0 T' 7• B- 9- 9' B' 6' B' R` ®• I (BOTTOM) 3'-0' OR LESS REWO DIM SCNFDIRE By iR Fa241tO SIOL 5. HOB Rut aTWA W U Y ACINGPOSSIBLE CRT SMO,A[ DIN"^ v,•-. - OF STINICTtIRE *"W f so a By ? USo FAVOR FACTORS. . F R LESS RAN m AD 3ACSSI - I WALL MOUNTING INSTALLATION WA(,I, AND f'LOORt4M�U�T1 INSTALJATK}N A E�y�TIVN +55.0-72.0 9' SA N/A N/A R" 7 1/2' R' 9'A R' N/A it (BDETdi)) 5'-Q'Ta 71-r MIOIORTIR Nt/a1 1/4'. Trk� 1/tr 1/4'. - I wa0a Ott l.' sECTION 1 SCALE, 3/6' - i` - SECTION 2 SCALE: 3/8' - +' 60ce 1 w i P I/r Mo. +55,0 -72.0 B' NJA NJA N/A 6' NIA 6' N/A 6' NJA i 6 2 (T(W) 7'-6, TO 6'-r OIFBo/4 CA EIPaHP PN�,AOE rU110r1O[ GIAg1 i IEOIINEO '1 In' OM DIN' 8' 4• R• 8• R• 8• 8, ®• g" 6• L COTTON) Yn NNaM 7nP0N6 0A) 1 3 3 a z In .KYTrc (ki LMF c+ae'rt STORK PT.y. TEN ate' TA�'A324.N.-: •srewMnMP1 GNJ � a a a 3 — -- �. loeA%Y TIaM Ito s1 3 1 ;. T,9 3 �n , I g) a•,A. ALTERNATIVE 3 ,ALTERNATIVE 4 1. SAFE SOFTIE STORM ENSILE CAN 8£ tofAL1ED AS AN END PANEL (FIRST OR LEST PANEL) a1CAK Ea ■» tRNRFi »ICIDR 2'•+'', OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION N BETWEEN END PANELS). , B NTUSLYe PAtF2S 6 eAL1EIWMrz LeCATgzM LIFE SAf�T'J PANELS MAY (W MIRY NOT ■ INSTALLED AWACENT TO RE(AAAR PANELS � Nmt ?3 A7 rNA wRF15 -r • a : �w/ Fl.ma tpSYJ2R—CQPIa0MM6 At Ba[j�Ejrd F ^ • ' 3iY..! MAN"�. t/i•A wz saEvAs. r aC Wf + Ifil (wf OR W/O REG2AAR TRACKS.) SEE Ka E IT OW Sees aR / p La.4 7NQ wm rrsNw w ...... _ _ ,DIY-�rd+' 5t M:S. w r 6&. 0R SECTION rALRAR,M +sae N {3Ra a E/E' HA. FROM tar "AMLI23 art A mw r r NA now Tap or NkME) APPLICJ,BI,E TO . _ .___ _ ... -- - -__ __. / ALTE TIVE WOOD FRAi1tE EDITIONS dl ANCHOR LOCATIONS 2. LIFE SAFETY STIR PANQ CONSISTS OF 0.039' OAVM IZED STEEL STORK. PANEL AS SECTION 8--6 usml, SEC1IONS N * MAaNUM PANEL r teN 16P , ## u tn'•-To ,7ARLWTE Fa4NE a 6R (�yt PRESSURE - - C0M&H,ATID LENGTH i• (R) NiN1NEINNyr -__.- .._ __.. _ -_ j _ 14a ... ._ _Arne__ ANICUATE FLUE e r O.C. R/ 1/Y mn. SCALL s/r 1' PERTHIS L Y.LL)EES' ITSELF TO R4 REAbVED ON 0STALLED FROM THE WSIDE OF SWX 2 OF MUTING. SCALE 3/32•_7' RAlRN, A7.: of THEM NN� A. Tf x 1 r - TMOICED PErEnAROH ro r7 W. waaa STRUCTURE. N#A +4B.z -B,.a � JGfN .'?P WALL MOUNTING INSTALLATION "' p TILL/ LMiNINW 3` 3' 4 1 2- 4 1/2- 2 (BOTTOM) T 6' OR LESS 1.. PUT[ , lYof . 9NL12R ,MLTNS.NM SNOAN rat cLARn 3. UFE SAFETY P RLOUINES FOP TRACK 70 BE COMPONENT QjAt 80T10M TRACK TO NN' Ti�( fr +52.8 -■.0 3- y' 4' i• 2 fWTTOA4) 7' 6' OR tffi5 A",ttifL,4 T ■ AS PER SHEET 2 OF LINT ORAWLNG ((•4 ,.: •• COMPONENT BE N6TALLED WAIL OR FLOOR MOUNT'EO FOLLOWING SECTIONS 1 ! •' •' +ss.0 -92,0 2 9/2' 2 1/2' 4` 3 TJ2' 2 (BOTTOM) 7'-6' OR lii5 No. 44167 .AIMIEEBMATIYF� Q'' •GEN.EF 2 ON Tops S,ffiT. As WELL A5 DETAILS 1 # 2 ON BALLET ,,. zaylVt� GENSf S550 -72.0 3 1/2' 2 1/2' N/A N/A 2 (@OTTOM) T'-6" TO S' 0 * : * ' * SCALE. 3/r - ?' 1g'�' /• 1� 4. ARw. LENGTH FOR coMPONENr�i 5 13'. FLORIDAFRIBUILDING COS (N) Y NuMlsone Zona NO Nw. ANCHOR SPACING FOR COMPONENT (DANCNOpME AT BOITQM IS OWE# ON - ' +55.0 -72.0 N/A N/A 3` 1' 2 (BOTTOM 7'-6` TO 8'-B' § FLORIDA BUILDING CODE Ni h WMocl MurrlT2onr Zons 7 •• FLORIDA BUILDING CD " 20 G/LCE GALYJUgZED STEEL STORM PANEL K ; _ 20 DACE GALVANIZE SCHEDULES t t SHEET /4. c. • Ado• * = am 1LIM Wa 20 GAGE GALVANIZED STEEL STORM PANEL ) t O FLDR10 +`p- aam Taleso RA: rP. � �ma,E1em, Nc. * : "ATE a --- — gza+. SS - PROTECTION PRODUCTS. I.I.C. °' ' +""s"`-'-no Rw ADAR)m yr res`toww«Eaty TO gS-r a. DFs�H umns w ro �y�Q� � � aF �L�Me PROTECT# CQNPONENT MAY W PERMANENT OR REMOVABLE. _ .q, �'• s. SEE DETAILS for RNSTALLATIIXN RNFQ WOOD FRAME BLAL01N05 ON atNEE'F ,5 y•• P ; __' _ ,/ PROTECTION PRODUCTS, TLC. a'.pw Ar — 11 �. E C C 1»e. h QFEy, �IV 4ela S.W. $, STREET 4t• 4INO & cif , DR ,.. ; e A due. FL 3331. E PPW w � FRAME tI00ENWrf 1Of 35 0 EQUAL ro Y SIILtRNERN `'N Ssi Ate ` 6- SEE ST4EET a FOR 6ETAll APPLICABLE TO THE +lF.CET,xS:11Y FOR THE INSTALLATION OF , `0$ �, 2D- i 76 Mw w. A* ML ,Rwr W_ A 3Nm walla 20-175 / SPECxe gEN9nY DF 03S OR EIXW. IY„ a SINE^ y, OH A f Rr. a. s Tm..r.W mwn fr wraHE SwMMA-7$45. FAA SR54)M-s7MF 0W an Iw fMMjeM-Ts4a r41a ($6+)MWf7Pz SPACERS AT TRACXS INSTALLED ADMCENIT AND BEYOND TO SRA:COf'RQDD BANGS. "••4r J +w G-00aA14 w4r ws w ,wPWs. 'm WooPFPt9 AWq aPPwm. ok'W-gm Rr, rq waver m• wYr oH.Y W OMWIG X°" ,£YK/9aNRPR/W7[ rive.. PM P,+qM tie , IW ,%., i' - Pt. All 411NIMa=— G-6006fis ••• Mt SEN,/SpmlMw/Mrz NMTCA A TeIA dt ^ P.0 . .7- • - •F41PA A TYltT Ur„ 4.E OILIER A RIAf A., y Ikald LY. A 4A16T , _ • _ - MET U d A ____._-----. _ 5�4,..2�416L _. ._ A :-. • - NNRI H O % PLORWDI IKL / Ml$T ^W W C6 N U Cl) 0 CL 2 a) c 0-0 caAAX3� C c 2a) o 3 C _ Cu � _ O Cu CD ul E a) L O U -0 0 .� r1^ �/I ^�11A W Cu 0 U) CL CL (D U -0 W ■ W MCu W W = Q Z Z Q Q- SHEET NO. SH 1.1� AS mm.. m'2f 0 sum , rT' r 11. , .- r n I, r_ __� _ •. r •w [,'r• r• - 1 1 1 1 ____.. ..._ ANCHORS (SEE SECTIONS ON SHEETS 17, la. 12 A 20}.- 3' VAX. 307. Wiz. SAl 3i/11. Wiz, 2B/T9. t` MIN. GW/a. 7AW/19 R RAW{20 r*w; r 791e{19 A ■w/20 1- 0 o a a 1 0 0- 71I i I I Ae�rWiatAM s nm wtT j 1 fFl%I V+ . 4G4'IAR Sill! Nk,tel I Lot sai?A P-HU _ --_- --- A, . :: f !as-21Nr• .^' ANGTH MAX ... ± .wen ATPAWL I (SEE SCHEDULE) I R + I_ TOC6i0 LIFT 1ML1V I - "All ,9C MA a 1ST A "4 M!4 a wu r, Wu, Wi4 1 MIN 9W/T9, 7AW Ie A 9AW17D AIM.. ...ANCHORS (SEE SECTIONS ON SHEETS 17, to. 19 A 20) - OPTION #2 FOR LIFE SAFETY STORM PANELl ELEVATION SCALE 3/14lIlie uN,L W 2.4o• Get al w Root wUT lii UHT 54r" +VrA GM�ar+ -x--�. I S _�-x- ti-x....,.c._. ��•• # m'': =.>aeassuzss�-'=: .I-r--. e__'•�^-+� __,. ..--a. ._._ =. s_'____ -s'c�` _-z1`/.«-..� ntE.z_-r=c.-r sf.Q 014 A -A SCAM 3/tV.1• MAXIMUM A.S.D. Max PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (P.S.f.) L (ft) (SEE SECTIONS) TO GLASS CONDITION +55.0, -72.0 8'-8" 2 3/4 UNBOLTED INSTALLATION DETAILS EQR 0HION 92L FOR LIFE SAFETY MRM PANEL SYSTEM INIQ „ MING WOOD 9RUCTURES • .. _: ,;.. .GULL �rwAED :.• .. .;. IS 4E 1MB ttrl �a ..�-- ,'A£�aUDM L ,? !/4Y IIeFCAN • r Q.C. , aY tAPCOF • 9' O.C. �. 1/4l TARWN 0 C D.C. T/4-0 TAPCON a g' OC. 1 1 r TUFF. f:. -- t t ' YIP. �' lr PENCTRATOIN At WQW _ PENETRATION AT WO00 PEtIfTM11INI AT wow •' ,f : {�P'EYKTRATXDN A WOOD .,. HEADER i 18JDER HEADER i y HEADER' HER + T r l f/2' '.1 ) 1/4• 3` 1t/4. .., ,/2• T 1/4. 1/2' L 1j{. 3 - Alal. M 4l MBP. P. \ HAP.. £_ woo &, I +Roo• svw4na I ,A. mwlw,a+ 'L' vol CUSS: �}' C%E 8 O At 'L• )Aar. G I' - - (SOME 2 mm ` PAN®. LIIMOTN E +R aw If ' •Ic MWt PANEL. LENGTH I ON smal iq i (SEE NOTE. ,l PANEL SE]+GT9 (SEE NOTE 1 BELOW) PANEL LENGTH , • y! r sW AE ',. . -_ `y _... _ n:___." tsEE ND1E,. 1 eEWw) wW i_ ,;,y,_. CAE wm , BELLOW) lTBE ! 6¢ t/a•r-7a. ' 3 ... , _ � � oN s,Rn ,eD ! IN'w-2oA,'___ ' M i SS Y.S. W/ I .. ...- _ SS M.S. W/ 1 7's^o l 3r ' ( 7Jg'R . 3132• , I NO N - -- n i IeA'r TAPCON Mol PENEIRAIM AT - T -NDMOM OF ATE; . ,D DINT c� - - k CONI, -._ i1/4`w-20v3 4"SS. M.S.w! .` `. i/4Y-20r314S.S. Y.S, w/ ;,. t_ .-/64x3/32' WING HUT ., 7 32 WINE OUT RI,/IF^r. r 3/32 WING NUT ' )b r f 3/32 WTNC -"U WA9IET) a 12 I/2` 0.0 ( WAS�I¢Rr (6EYOpp) 1rkLKR • ,2 1/2' OC I RUT WASH" (BEYOND) 1 4`r TAPNKIN • r L.C. + I, "1 ,AODEREQTAPCON w/ STUD) C I.I -(�F4A 0 w/TAPOON em6'G).C. ��I ]DIN AT i 1 PEfE1gA MOWIOM I W 12' +TUN. THREADED Ill MIN. niREAOW OF PLATE' or PLA4IKr+ AT +fIDAIDIH ,' ,i.._ ... '' TE OF PLATE hT IA'OW90711 - •_. ... WOW PULE _ 'rY 4' w000 PLATE . _..._ 4g WOW MATE ... _ j 'DD RA',E �TiNG INSYAL.LATiON .E_i YOUNTiNG E jjQj( WALL JiQ4t ufr E Om WAII 4WNG 111WALLATIOUj�j (f� � 7AW s ttEGUSJLR PANEL (�j ��w SITERNATPdE 6BW SCALE 3/8-., O LIFE. $hFETY PANEL Mt+ SCALE 3'!6'.R' SOAE 3/8'.,• SCALE 3/8-' Z TII r ,T 1�:', `BEN ••4I''•. 1. OWAUAT04 ARE ONLY VALID TOR BU40WM WITH A5.D. DESIGN LOADS /+ v FLORIDA BUILDING COI UP To +53.3. -72.0 PSF AM PANEL'S LEK" UP TO 6•-9" 4 1 NDO ,LwDe, rIC. ND. ;�T 20 CAGE GUYANfZEI 2. FOR NEW WOOD FRAME CD1SIMUCNON'. ROOD HEMBE115 t0 BE SY)U1MAN - PIa NO, 2. W/ SPECIFIC DENSITY OF OmOR EQUAL * : ., . Ss s Tll IGLOBAL PROTECTt ,{4' TMCp+ ACROSS f 9` O.C. POURED CONCRM OR COWAtM BLOCK REQUIRED I 1 s MAwMDat p N em ,p 1 E]9SfMID,y GU55 I r INSTALLATION DETAILS FOR INT XI Tt PO Q OPTION CONCRETE #2 FOR OR LIFE CONCRETEPOURED SAFETY STORM BLOCK APWN AW.#4 3 PANE{,, STRUCTURES SYSTEM lAPCON ANCOP$ e,TI _,tj•4' CONC - ETA OR CONCREtEraTE.. BLGM IEQLARED ! �S CONI: BLOCK IEQINPLED .1 BLOCK REQUIRED 1/4• 60• ED ' E.D* I , RYln 1aAlMAaIG A F- _� I IMra iw,aYt W r ,tea IIa PDAwa W .-V•^ w tQ ' 6r 9f EC ,4i ' 1,;. � - r Y �r{+ ' +W f »" 5e i , rti . x •`<- t ^,a:. 41, 1 - n is t 1 t --I r 3/Sr WING NO f 12 1/2. Ot. t4' TAPCgi ANCHORS (srAlwEwED w/ mlo) ca+cxtT�i X REOUNM WALL MOUNTING INSTAL LAWN 0 _LtE$S1M�1�.6tlEl SCALE 3/al I ; t/T -- 1/4•Y-2W3�J4S.s Ms, w{ - /x = T/4Y-2Oe3(a'S.S. Ill W/_. -.' I- / /32 PANE NUT WARNER 1 .. /Bhr3/32 RING NUT WASHER Ot. (KYOND) _ � NUT YLL4EIT (BEYOND) I -: TAPCON ANCHORS i 4 TOWN ANORM } 4' TAPCOI ... _.__�4 I,/e L.C. _... 4 f/2• at. (StAcam w/ STUD) e 4 1/2' O.0 OUR-..tt CO K]f]E &.OtYc ONCRETE yft OR CONCRETE BLOCK CIA CONCRETE BLOCK REQUIRED REQUIRED AEGLWM WALL YUUECTiON LSIIQN WALL itQYllIl�f;TtQN a�dLLdTI!?!I d LFE ,�FE�PA,eft ERUWW PANEL O L FETY,PANEI_ SCALE 3/V.I" SCALE 31B•.1• SCALE 3/A•.1• i{4y SEE to R AN.'HORS TYPE ! INO= TIRE 6IAaX1--: FOg IETAl1AiIWR NMea0a M LL TIDE 0. mom IMCM fnJ 3 MAOWO morim Al SACN" ANO Mo" •aw- CArYN Ay 3 HOME DISTANCE ARE AOK'A M ON THIS SOMU NO EGO U IS6 THAN 91WATED ON "AA Owr+Y laa VA) I So"" RFDICE 4kvAoo SP MM 91 YUUiP1.NNC SPIOHG BLOWN ON Sp6DIAE AaIR� iS �BE ON= BY THE IOLLOr+C FI "All. FOR THIS N to BE PK em" REDUCED _ _ _ ._ 1_n - _...._.._. _. JAIopavm SPACSG ODPAM um FA" iWwL Not ] ,n• ' K 11 TARRY I'll IWWI.-- MR 004 MACHGO TYPE 44 THIS 9CteD1A E 6, INSTALLATION DETAILS FOR OPTION INTO EXISUNG #2 FOR WOOD UrE SAFETY STORM PANEL SYSTEM STRUCTURES 1/4'0 TAPCON a 6' O.C. .__ 1{Fr TAPCO+ a 6n OG. MIN. THREADED P// AT WOOD E-DEkUKRN t i W/t 1/ wN. TIgfEADEO / HGE'/aT11ATbN AT WQLtO HEADER HEAOET , yy I + 1/0 WOOD HEADER _ r� 1) REQUIRED F4 W000 HEAOEA RCIX M �• i I rl V T Ara SPARAADN To GLASS slow EXIStItK aNis) Moo. StJ'AWtT1aN W OASB 1` Mar. - -_ fSEE .mwE POSTING oN SHIQt Ish PANEL LEMON (SEE NOTE ,BELOW') t/4'r-201r,' i%-::... PANEL LENGTH (SEE NOTE I BELLOW) GLASS - i Ss Ma v/ 7 w A 3 32• r ` I 0 i I �,. 2LIJvo . L _ 21141 w000 PFATE'L7/5•r P 3/32' WIND NUT 2•4 ! PgEIl�0� PUTT: y7/8'r a 3/32• WING RUT REOUWD !I WASHER a 6 ,/4' OC. - WASHER a (BEYOND) %14-10 PANELMATE _ 1'r f 6 If4' D.O. 7 - • t4-10 PANFLMATE ! 6.Rle O.C. YN 1PJ l _ +t¢, UK IHREAOE@ PEN£tWdON `'.. YW. TN AGOGP011GAIGN` A N"WH OF PLATE « _.._, . _ AT MMWWM OF PLATE _, ••�-3' . -., MALL MOUNTING A"TlO1M IRAW REGULAR EMEL i�A p.FT, j/T✓ MQ� SL+�jIj WALLALTERNATIVE EiW EL SCALE 31B•-,' ��'. ,Ell :'9 SCALE 3/e•.s' FLORIDA Dom= No 44167 o016 tL'ar' eG * r BUILDING CODE (Hie Yetac(t Hurrlcono 20 GAGE GALVANIZED STEEL STORM PANEL Zane FA DNNeR gr: 1. INSTALLATIONS ARE ONLY MAID FOR BUL M" WITH AS.o. DESIGN LOAD i ,* ; # UP TO +55.5, -72.0 PST AND PAKtC$ LENGTH UP m B•-8•- L $Z-c'•.• &ATE .._ 1 _...._. _ _._ e il. E C O GLOBAL PROTEC710N PRODUCTS. 11C. 67/s/uffi tom, 2- EMIR raw woeG FRAIL EDNSTRIrcrKIN: ROW tEMIBERS m BE SOUTHERN '� `s, O' •. ORTO " tMe.srmsv � lL'733 FIRE NO. 2. W/ SPENFIC DENSITY O a.55 OR EQUAL ,. f, I ri., y1 ANY Kw MW. a. r 3PK,RIMr14®A+i. APn IVNItL. PIONEe (16.)!e FIL M3 (W)I6P•gWT 20-176 CRMwD w Hf] HNNL/DA,C arATaRCA-1TX } i.E Y iT _ So ffi a JA POURED 00N(.RE,E _. OR CONOICTE BLOCK_ R[WrAED EO INSTALLATION QUAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTQ EXISTING POURED CQNCRETE OR CONCRETE BLOCK STRUCTURES r• 1APC% ANCHORS 1 ja' TAPCON M404 S ' OC. f r OC POURED CONCRETE ' OR CONCRETE Bo REQUIRED 3 4 f 1/4' MI i ,E MIA..._... _.-_.._.I. 1 Yw sP,YYmY1 p 43 ' 1 � 1 M t_.._ r , 1 i E0s � !,4-iO•P PA NELwTE PLUS w/ 3/32• WINO NUT WISHER e s VA, O.C. B,SICI1 fwoumm WALL 19LW61111l RE�GU 2 PANEL SCALE SEE 6NEET ,9 AI 20 FOR ANCFOWS 1WE • R}L RPCYI IITIf SPAM FOR YeTAUAp16 WM NM MR. mom Gomm 3 3 FRAME KUWAO- 1e1eNV ANCN01, ANO MIIMMIM EDGE OU QN AIL. LIES BErr-SIG •B-1^4 a 3 _ 3 3 I/e 1M. FOR Soo RNG 81 ON "1 0MI12 FOR ED. IEEE SPACING SDNEnME R P tE ANCHOR ON SC B[ SI NEDMt THE _ ltg arJ arlwer Ilr (2aD Al BC RCMR BY FOR 1N6 FO AICWC FACTORS. M BY tll FaL OPDWM 0 K fnaL mmm n. ,Ig K LESS aRAMNM UW TOR PACS+YLL HOT MR OW ANCHOR TYPE ON TINS Splooaf 2 1/r ---- - a'. 3t - 'm - - "'".. GENERAL NDEE4 VAl Af E-2 RAM STORM PANEI SeSfEM i. E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALNITION DOCUMENT (PLO.) FIRS BEER VERIl FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 (70 EDITION) BE THE FLORIDA BUILDING CODE. FOR A WEND LOADS SF:ML UI OEtT.T'T ED JURISDICTION PEA SN WHERE 1620 0E THE SHUTTERS MEMOfNED CODE. FOR A WnD SPEED AS REWIRED BY THE USING ASCE 7 WHERE THESE NOT EXCEED D T E FNStA1LEpp AND FOR A OFRiC7gNAUIY FACTOR I(e-O,Bj. USNG ASCE 7-16 AND STALL NOT E%CEED THE AAIKYMUM fASa) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A 26, IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 1-14 SHALL BE FIRST REDUCED TO A.SD. DESIGN WINO LOWS BY MULTIPLYING THEM BIT 0,6 M ORDER TO TO COMPARE THESE W/ MAX, (AS.D) DESIGN PRESSURE RATNGS INDICATED ON SHEETS 25 A 25. IN DOOR TO VERIFY THAT COMPONENTS AND 4E1OR5 ON THIS P.C.O. AS TESTED WERE NOT OVER SIRESSEiD. A M INCREASE IN ALLOWABLE STRESS FOR WIND LOINS WAS kM USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOW HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015. STORM P F IMPACT FA M PANELS kDESILdd:'Y OR ACT AND FATIGUE RESISTANCE )AS BEER VERIFIED ' 1WTH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FEN£STRATRON TESTING LABORATORY. INC. REPORT rf 20� ACCORDANCE IAS•-201, TAS-202 AND TAS-203. 2 THIS SYSTEM HAS BEER DESIGNED TO BE INSTALLED ON THE OUTStOE OF TIE OPENING AI.G^ES.NNG THE OPENMO IRON THE INSIDE Wl THE USE OF A L400ER OR LIT. THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE PERFORMED FROM THE Al OF STRUCTURE. 3. SERIES 1000 INSTALLATION IS APPLICABLE TO 594U AND DOUBLE WING STYLE WINDOWS WHEN INSTALLATION IS REOUIRW TO BE PERFORMED FROM THE INSIDE OF STRUCTURE 4. SERIES 2000 INSTALLATION IS AFDC TO SINGLE AND DOUBLE .HUNG AND HOWCNTAI. SLAERS STYLE WiM" WHEN INST ALLAt10G 6 TdOURRLO 10 IF PERFORMED FROM THE INSIDE OF STRUCTURE. 5. ALL ALUMINUM EXTRUSIONS TO BE 6083-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY. 7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEEL. ASNA A-653 GRADE 50 All GAIL"l2ED STEEL DESIGNATION W/I`E- 5" Kai (AM R0L1.E0). B. ALL SCREWS TO BE STAINLESS SIE£L 304 OR 116 ASI SERFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER OR 50018 W/ 50 MR YIELD STRENGTH AND ILO b1 If Ill. STRENGTH A SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411J.3.4 9. BDLTS TO BE ASIM A-307 GALVANIZED STEEL. OR AS 304 SERIES STAINLESS STEEL WITH 36 Mi MINiWM YIELD STRENGTH. 10. ANCHORS T W AS 0 ALL SHALL BE FOLLOWS, (A) TO EXISTING PIXIRED COFNCBETE: 1/4•r TAPCON ANCHORS AS MANVFACTUREb BY ITW. BIALAEX. INC. (MIN. T'c.3192 D-Ii.) - 1/4• r K 7/V CA E-IN ANCHORS, AS MANUFACTURED BY DEWAT HNC. (MN. F4-3000 P.s.l.) 014-10 PNJELIAATE FEMALE 0 A PANELEATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (f1ew3350 PAS) AT) MINIMUM EMBEDMENT Of TAPCDN ANCHORS INTO POURED CONCRETE STALL BE 1 3/4• AND 2- FOR PANELMATE FEMME D A PARELMATE PLUS. A2) MORwd4 EMBEDMENT OF 1/4•0 t 7/8' CAL)f-M ANCHORS SHALL BE IS T/r INTO CONCRETE. NO EMBEDMENT INTO ANY FISH MATERIAL SHALL BE PERMITTED. �vu�..�Y 1/4- 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOu)SH(SHOUED ANY FINISH MATERIAL EXIST). TO ENGAGE 3/4- INTO ANCHORS,. A3) IN CASE TAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAYERS BE .FOUND ON THE POSTING WALL OR ROOK ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHAD, BE AS MENTNED IN At) AND M A.2).. 1/4n Y TAPCON ANCHORS AS MANUFACTURED BY I.TW. BULGE%, ANC t/4• P K 7/8' C"UK-IN ANCHORS. AS MANUFACTURED BY DEWAIT INC. (f ISO) P.O.I.) �t4-10 PANELMATE fthfil 0 AND PANELKATf PLUS ANCFDRS, AS MANUFACTURED BY 0.0 CONS9RUCTm PROOUCIS (V -2071 P-PI ) HWt itwAaYp. W _� , 4DW6 p Sol03 I t 4MRM 4; i' i l } BI• E.L.• r - I I4••,9Y F+ANES am Al W/ 3/W Wool NUT GASNOT (BEYaIm) -POW" CONCRETE OR CONCRETE BLOCK fwjoum 1YAtt YQUNTiNG w1mlil O L QkCEiY p uc SCALE 4/8'-1, RA) MINIMUM EM9FDMEHT OF TAPCON ANCHORS. AND PANELUAIE FEMALE ID A PANOJAol PLUS INTO CONCRETE BLOCK SHN.L BE 11/4` B.2) NO EMF EWWINT MATERIAL. ALK-W ANCHORS ffiW1 IS T/8" fN70 CONCRETE - NO EMBEOAERT ttPfO ANY FINISH MATERW. SHAM BE PERMITTED. 1/4• 0-20 Ss SIDEWALK BOLTS USED 9011 BE LONG £NOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4• IWO ANCHORS, 6.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON IT# CIs-now W.W.• ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE OE"D SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN 8.9 AND IN Ill (C) ANCHORSS AL. BE INSTALLED FOLLOWING ALL OF THE RECOENDATWNS AND SPECIFICATIONS OF THE ANCHOR'S UMUFTUF,17 6 TO BE ATTACHED TO 1SHALL BE THE � PER A F THE CND THIS SHUTTER SHALL ONLYOR TO VERIFY THE OATTACHETHE D TO CONCRETE, HLOCKUCTUIRE Wool � OR WOO! FRAME EURDOCS, 12, THE INSTALLATION CONTRACTOR IS TO SE4/GMNLK ALL SHUTTER COMPONENT CODES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUNONO 10 PREVENT WWD/RNN INTRUSION. CAULK AND SEA. SHUTTER TRACKS AU AROUND FULL. LENGTH. 13 STORM PANEL INSTALLATION $KILL COMPLY WITH SPECS INDICATED IN INS DRAWNG PLUS ANY BUILDING AND ZONNG REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED tG. 14 k - TRIM WINDOWS AND DOORS INC. £ Z HANG STORM P #NET. SYSTEM- 15 PNBOR POIOIFq. 15. (A) THIS PRODUCT EYALLI.TNON DOCUMENT (P.E.O.) PREPARED BY THIS ENGINEER IS GENERIC ANC DOES NOT PROVIDE 1NFORLM.TION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.F.D. (W) CONTRACTOR TD BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS REM, HE i £ FRONDED /BETE ONTO NO 'S DEVIATE FROM THE CONDITIONS DETAILED GPM THIS ODOUMENi'- � SAFETY AT SnE t5 THE CONTRACTOR'S PESPONSiOLRY. (e) THIS PRODUCT EVALUATOR DOCUMENT WILL BE CONSOERED INVALID IF MODIFIED. (d) SIM SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOMa. THE ENOIMiR OF RECORD CE O.R.) BOIL TN£ FgOw NO WHO WILL Hh RESPONSIBLE FOR THE PROPER USE OF NNE P:E.D: ENGINEER OF RE ORB. AGitFIG AS A OE'IfGAT£D ENGINEER TO THE Pt.D. ENGINEER, SFNL). TO THI S S CA THE 511E SPECIFIC fCRR TIER SPE ORAwaK.K REVEW (A) TROS PTA, SHALL BEAR THE DATE AND ORIGINAL SEAL AND sCArim OF THE PROFESSIONAL EHOMECR OF RECORD THAT PREPARED It TIL STORM PANEL MANUFACTURER'S LABEL WWI BE LOCATED OR A READILY VISr1BLE LOCATION AT STORM PANEL IN ACCORDANCE WITH SECTION 1702.9.3 OF FLORIDA BOLDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING, LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. n�J nW' W ^V1 C0 >CL W � L ^N Q O 2 W cu O p- i c0 p O '- I� "- O m •� W L i2 -0 C c/) Q Sv a n] L..J - � r Cfl 7' a"CIL- Z7 Z to COMPONENTS FOR SERIES 200Q & I OQQ E Z HAIMIQ STORM PANELS 3 {24 (Set Nan 2 Ill INSIALLAIJON DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM (SCALE 1/2-i") 1'/24 a,/2 A W/ 00 W/o ®, (SEE TOTE a IMAGO) 2/24 T' 24 4 AT 2 VACz As Fag O*Mcotm Nit" 6: SEE ' mm. / �� pEE NOTE JM. ""' PANEL INTO POURED CONCRETE Ott CONCRETE BLOCK �,]` scHWD1AZ aN RNEf 2X fag 1P2D0 SCiRW: 3•.., ,• Lao. YGNCp2i[ AIMNG6 1 MR !EE S6M,G4 W 9gE'1 2a . Yn - ""'- (SEE SdgWAE an s1w 26) ,•-••••".-.•, PRAID 40YCRLE It woo. WOtH) - - .__ -. ....-- .-.--_-�.. "'.--2.250• -2.591 ".•--.•- Q,, r YhI 1• Mw. a ! aogYgit Ngng15--��i' aogeso AgaagF cn 12.SW' (EffECTNE wIOTH) .._ _. I .. - _... I 2,250''-^f tJr /2. tstt eiog9g2 a - i; ,g ��„"„� -�, 1/4" N-� t/2 - ,a.,>a� PgK 2O 4 MbN IYILav- Lan srs� w �'-� \' Awas $� (/-J2 - ....... _ { _ _.._ .___.___^ I • i - I E t it t ! I !f _ . 7 Mi9'• _. \ p: ea a --- t am S '��: *a1rRm oulK'NMx� rI 1 �er,• SrsrJ� L A' -, rsSD• t I.3s'-0• ]..33a` r. -'T + t I i tt I A { I 1 i I E• t' I i ! ! ww,m _ 5 _'_'¢4�.D"' - - „ a7s' I 1TJ5' ' i � I I i i � � I 1 � � ! � � I KR1MIwW ;� � '• ^' i r , i 4 aPH. I W j I j• •I • I f I T j I E 1 +j I 1 I TFP• YR r r. I i . 1LL.1. ...t. ' •I i • a[YYA , ` 22µ• .. .L .. . 1 .: .N_ .ry 1 _ �9R WALL t. � {� qq I c jjj kf( f (S� .'50• l_.1.-, 1.,+. _-. t.--..�..�.....-_ a WR,ggDgl 6 \ - Q •,, ,R HEMMED_.= 3.500• + 2.SOO' -,� ..- . _ - w A 'i• 1. " - ____.. _ __-. J _1- _$ _. ,/•S�.RWc el Mn+ga f - a4WArA2+a 5tiE1 EOu " __. p.,_ ,_.T.r+., .-. ;. �� •-r _rT-i-F-r-'"f 6g z'+. ,��L�_ Tr- � y9 - j----frThm P[M i i q 2.qW r ASTY A-6S3 • R. 23 tT- r.; , • • - •- -_- • t+Alfl) lr+1NpO11 FAIT). C (LNG PAEL:) I ..-:, i _) 1 ,�( c.m - '1' -""Cf HEMMED 1YP. �•' ♦ Sft f�OtE 2 k)4 g0.ag ! � ij '. I f I i r.r_�....r�-,`r-r.-.�.-....-.r ['��r �-•._•--•-r r- m_'- "-•---` \ i� 1 T 1 ) Ta1cWG, PAAE1•i, (INTLNNIDgg ➢NSA) , (p ( PNNRL) (Eff PAHELj F (1ML7a0k�PANF+J. M[iE7gaR � ,-_ \ , ,�RI,6� MF L. .. £OGE t w MINtMLA DEfAA aJ +..._: , ! j ' # i !, SQ +wi oo 2, A • 9B.OW IGTc �1.. ,eL1.OW H4TC 4 4 I 1 t ? SFE "M 3, 3, 4 BELOW I f M►� a(MP.) 1 _ t �._11LTAILA 1 a I R 5 II I i 5 Ri1s. '?F�-.4-.!_. "� T j ! I 1 i { i T i � �T � � I ' t s � I ( !� �: I ! � i � T � � � iI � � N ' 1 1 y/,r Awa fa I •�. _-----... -u5D .T.35a `^O• �� { 'r ; I i I . : I ! 1. - •� f• I i _..W _ L I `I w.tT • I - r - 1 ..�(_ .' +•> 9J !� E { i � r �.� i! I� i _.-� ! �� i f j I i j f I I r t 4jf�D wri¢s Nis. w ( I I i m MwN"�" I ,J.',..Mw • � N •( N �` .LULU.'Al CIO _ __..._ .__ .----_6.250 _..___ . -_-- 2S4 (, „`'J ^--2.47G --•---1 aTfl. i ( , i r I ! E f b01'ii0 I'NE15 i9% I f i ; I I f / I , , (]PP) N Ya W! ] - 1 1 STORM PARE cu , /45aFy}{4 M5 w/ �_!_.�.1.1� III .5_,� 1 I Ee� 3w49+MYg,s R fd 1 i RK»Pe, D� 5 2. 70'- III f YJ _ _ _ _ _ -" !L OADAy .i. , 3.._ L : tom. i _ 1 I _ ...EA _.. 4I K 1. + YL--- R 1 I ,1 ,ex f i } 7 7 (I I r 1 11 ). 1_I !, 1,1 i. I f 1 R i' �, I I I I ommol j rl � 1 ( �2 REVERSED "h" TRACK O BEYERSE12 "U" DIRK I I it K I Ili 1 1 1 Xj I III I I I I I I 1 + •i f ) .I I 1 SET 6041 ll2aeE R SCH®5L 1 n LPwa SEE NOTE A Sax" a MaR 3 I • • • • 1GANELMAIE (TIP) SEPARATIam MR ON ) Y. fi g. fl r �' ygM^pN i N fY-]ArJJ/a• SAT; S W,L i 1 . y- a• Yh W6M�li6RR 1 A N w1 ++f31u¢o`mci.,' ' _ . 3 !. - H- r -; ,r 12'OIL ) R +gla wr i/ I f A 1 A T/e•A 1 I +wa wT R v i.i hAAILI'S ETID lla r.+ j,.,% - 7i0' £plKt ail✓ 3.• idl ga,M SPEW 1 1 1 , y AT PTAINLT.S� i p a i a2' w ; N) aUYL R s L 7 25 1 Y %fgW « , ,a GLASS. I cow wy�,,P -+ SEf 6EOTONS aN 9NM+ N! f�. Y BE LDGTEi1� -- __ 1 EMSRT ,WwWAP 1 a+wv+ I ( aFa • g i T• Al ,• TLVt. 9 PANS i 1 Tp OIAS9. wlc2 _ OR w/ OR w 6 7 1 i T I ✓ r' TAp !a._ 1 i ffiC NOTE 3 - J L✓ /(i s LAST PANEL_. {f� TO BE WSTN.+ID Ai EACH i6• •+AST PN/EL_ Q� m RE M4fAilEg AT MACH I L i T 66 / / ,,✓� � (' ' �BOD1Y SHPALEQR STN14 ---�--- _ !i OPENING ALwAS 9E PppMfaD w! R (NF To FACE tABE7C TOE+ _+- '`."`... REAR,* ro fACA1fAE r6ALLATYPICAL ELEMTIQN P NTENM m BE ISTAI.LED FROM --+.. a :� IF +NTEIOED ro ># eaauEo FAOM 1 R _12!: of sTw,ltT,mE •• INSDE stRtxTu 1 cn A/Dr - r 9LWLE 3/SIY . R^ JfJj/ A '3.7w ( +/R• +a.. WP ,/4• Yw. GAP i/a• LMa aw N , b I r r wl6 I Y ! 3 aw I 1/4• Hri. DAP ��-- ( 1 R i, ,. i i , AA ) J I t VI DETAIL A 2,000' 2.01. I I:�tdETHt�r.E1� - a, t � __ __ -., , ..... � ,� s I• i k r 4r,rN.L. � 1 t / , i �# RWNOED CORKER 0 ENDS OF PANEL'S - ". - ..I END UP W/ HEMI ILO EDGE ; •7',4p• ,,, SECTION B!B AT OID IYW15) AWaWR6 ))( .125" W a ® D (KIBMIiiE lG'A116Y /y / T ppL6A fOWI® _J n �� ( I I '1 _ _ __ • I O OF-J ('Tft)tt ♦ Ilggi{( N T.S) T - _ _---` , H !. -:`, 125• 51;.'ca'�.T 9tarx Tr 1 r: I ' - - - - - j --- (--L- (' ) 'sso': ' N RAMS , #QNt LSt' - ,' Ae9 wa f _ ._. 1 3 CA . ff x.WO'--� (TIP-) Mom 0). OFfldTM OF SERIFS ROOD; E - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL + T f sw' i °WW r CIO a • ..- ,)4Y.3o-3/r WA 1Y+W' I a,t }' '] 6ri r.__... WNWSe' - _..5• MG. __ TRACKS AT TOP A PANYELMATE PLUS OR IV LONG - `-T. Fa n t • gt All1 +' R " ECDn.4 TOP HAND SIORMA ANEL SYSTEM cO7515TINO of PAf+EL (jrA(23 Eid1 PANELS SHALL ALWAYS BE CONNECTED a{ PANELIM wAu 8Y MEANS of .::. ( wRf f aw r w Ea j'�'- I --.._._. L _ NeW , glaOM} glPgm i ".r LL I�%If{.i uMfwEe.�PI� _ J/• oanw6wuae1 /rw Nu�aa (Set d TRACK 5 1 1 A a 2 X. INT. ANGLED 9MNL RE�SCONNECTEO TO yj W/ TS' IONO tRACg AT 90TttDM, ETA PANELS T f i " (2) V PAFSLS SFNiI ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STD BAR aWNasrt NR«aa .wa 16mW C fir. MAIM, fff{ �t of tat aaFmu2 MA wp s• Naf . Ig,ww} / SFULL BE PROVIDED AT TOP OF SUCH PANELS. { /4`r-20w3/i S. N�/ GILL7/ 3/32' Tat SNiaWt mNlewg Nw,IaR WN.f a wi aN IMF $ e ,rWare 8081-T6 Alum. ALLAY WING NtR OR i/A'R-20A3 MM. THUMBESCHEW Wf0 TAPPED 2 (EXCEPt As aN alm ») "j le¢ 6ugalAE +-fA NA eagRopb /^ --+ 12V (3). 1F END PANELS ARE QO/NN€OtEA TO BOTmM T'IRIDK; OaNNEC'/DI•i S+M4l. CONSIST OF DESCIIII IxN NOTE (3)ltl.. AII,I� DIRE '�' 1iGI IiL$T. a, som MR any ■ Btu V INTO TAPPEtF F1Ct1iLHM TRAGg. (OCATt4H of Mau fASiLHERS MAY gL AT EITHER OF 7Vq (3). FOR CASES WHEN ENO PANELS ARE kJ52: jOLNTiY W/ 1S• LONG �I AT TT I�,.,,.i -CE - i ,/A•g-?Ox3 4• M5. w 7{B'e.3/3a' wnNO NUT ER 5/t'1Y3 A• MI, THNaJ95cJUw O( �T EFD PAkffsa AGE IMTr C4NtiLr.TEa To BOTTOM 'Hum , AT 9Ag bN 'f t-...- Q 9aAtf s{e.i EIM`�C31ON 3 SECTmall um LiiN .A E%hRIOt FLAT FIANCES OF CND PANEL CSHLLL BE PROVIDED AT TOG OF SUCH PANELS, L(�)i 4. X T P () I EASE 71A ENO A) AT AAE NOT CONNECTED TO BOTTOM TRACK O.g. A STD+ BAR (4), id MIS'TALATIOFIS WHEN END PANELS AND SOLE INTERIOR PANELS AFE DIRECTLY +q O .• A'�.L SrAIE 3/B.+` SCALE 1 + USING SPECS INDICATED ON NOTE (3) ABOVE. N SUCH CASE. CONNECTOR OF PANELS Wit'. TI�� I 6 INHfItEIM 15 (WILT USED Ai TOE) AT LEAST TWO PACERS STALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO PtRS'RFIG SWIL/L WALL MEANS C#' PANELMATES. DIME IN,ERIOR PANEL -jj jam•- DFc [g�q Sro-t' • ._�------•�A,r WY7(FO PNNEUATCSYfaLLOWINGgS SHORN ON FI.EYATlOff AND f,,3�T I'61 CtD C9aek,o j[�' 1 f )�, TO BOTTOM TRICK MAY OCCUR AT AH1 PANEL LOCATION / i /� Ql sHHaIA I ;Wj (5)- SEE SECTION 1% 3' A 4` ON SHEET 24. BEL ANCHOR SCHEDULE ON SHEET 25. �. ED" 015fAHCE. fag 1Ta5 MKERIOR PANEL VSLO Y WJ a0E5 4 E W A"°' • 4 R � AY W,vD aN ,agD ae d e�„��,•. �'A+ r ' uCEMA;••✓g+. RNA a• TffRfifyfN' SUCH THAT ADJACENT PANELS KEPT BF RIGHT SRJE OF PANEL) HIAYE $ ,pq i i N#III NOT NEED i0 BE MHNEOTEO i0 BY .4R'! MEANS. TRACK 2 5'HAt IHSTALLEa F i5 NWfM+AfpI+ TIME ON sNaT ffi s I R----�•-� G� GEN : 7' -' FLORIDA BUILDING CODE !H fi Vt(oai Hurrfe:anB Zat]9 I r W -A (_- * NO. 44167 FLGRIDA BULGING CODE H N VibaH Nut no ZanW { ••,....•..•., L•-+• -- Q K2y9 / TO A 6orrDY YaWr"Pas aN+ rt = FLORIDA BUILDING COS h VolHurricane Zane C i fG '-4j THEIR OVERLAPS RETAINED BY 'VJ• W Ta c larc r a ,+fl,H-Iu,rr No. 441 B n IIe,O111 : a Q +-.._ 750•.-.- 4dm0 ISI6m. Ne CA, • aim fLT+X9. XRc f8. W ,WY WH' TO EMT PNP ,4. •: elm mmm w- FR. I iE ', ATE OF AL 20 GAGE GALVANIZED STEEL STORM PANEL aaeH a ND.4 LET 20 GALE GALVANIZED STEEL STORM PANEL own sr ? 9 STATE OF +r 20 0M.E GALVANIZED STEEL STORM PANEL W^" of Z 3' Max. --I '• UR10 ._ .:y '•�.-' g tw/ * .-��..d /�Ea , �I Ja /w/wyg 1�1®,l w.. aIIN Dstigt a •E{,` m/al/m]a S GLOBAL PROTECTIOSolN PRODUCTS LLC - ? C15a LAC• m an: - YOL Z • ,F " ' / _ gm w SIT OF r $AL PROTECTION PRODU SKT +a ea a 4 GLOBAL PROTECTIGN PRODUCTS. U.C. O ( .,, ,S/ ' =-y, 1L E C G EMa. _ SEA.£: I{Y . ,• S• t)T 1Lswe. C \i EB9t. L/ +Ill LONG/ �! C.'~«'C Rg 2w= w. w PeL WWw RMra n w P,aIA^. (Iegew"T6fa, rYe SIM.ke+-mwf 2O-T7b F,i+ A•.. -• P y.``+]BW*)eee-]6.a,1FNm W.kr-am 20-T 76 ... Rem 6.r. 51 sl 3 STOP NAL I L E C O ESB, "Is 1 IHI+Nutt. 66Y,JeWh1nAK/OIR cA-amg]n awE. F1. 3ro y,F d ( M E t . 333u ee' ,�.. Y - ,a 6fiR PYgK: (gHjW TWfff., fNe�<a.)9W-pf7 20-T76 Q 6083-IS Alum. ALLOY FH { J N.r. r D-4 o.-+DIM +,. , O1W a„ -too. ©'• (Ltt♦� 9 +M, s P ++... wr fRrPw .Poo nMMw NK J /LrI t. cL-oaosv,9 DWONO All gY A. Mrs w w aW+Wsl6 Hr. J WAMIER.A H ]� ' Y a-.4.. 1 ar.. SMtCf R W O NNNIR S11101SIUREJUE aAL]FA A Jr,} Pt aw ` eQf ffi .20 P:E dvLao671rx� R,-•n+ wPQi H rF >s a SHEET N0. IS 1.2 I I I RI 1:. - -- 3 _ 1 I 1-1 f 1 I. I I 1 . WFI.wNaRIFRIAT 7 ,,I, ICE a' :AA ts4fx4�,�Immkl::;,�ivi�w��.WI MAXIMUM.- A.S.D.YIx, DFNG P= ( n ) TO D comb.SEGTOAb�0 +66A. -76-3 TO" OR LASS 2 Ills' WJED • V. 2% 3'. TRY, 21Wa 3'W .0.0. -15.3 70' OR LESS 2 1". BOLTED • I 4' a .-w • 2SURED/,;alM &iTOMI OF PA✓EML At WINOMR AT OVERLAP Or 4OX OF PANEL LENGTH H pH •. 4+ aE + ) Xti ., w.A "I'll I= LI4UM MAXIM ANCHORS SPACING FOR E. 0.. J t/2' - om"GN - APPLICABLE TO ANY wrocom Jt ON OF THEM MAXIMUM PAEL LENGTH l' tk} TAPOONS 4MA,-00 PAPIELMATE FOAMS TO PANnwri PUTS rP-RESSORE T1N0 TO CONCRETE TO CONCRETE 10 COEMGEIE TD comairIE I T2' N/A 1 12" - N/A 12- N/A 12" N/A 1• a 2' (TOP) it" 3` • To 3• 5" 4' 6• f• 1' BOTTOM)+ 12- 3"1 12" 5 r 6' B" a• 1 (BO'ITg4) WOO 4-F I N/A 8&0. -75.3 N/A 1 N/A N/A N/A N/A 12 1/2' 11' 2' (BOTTOM) 7" µ/A I 6 1/2' 1 N/A I 4 1/2' N/A 1 4 1/2' N/A 1 3- (TOP) 70. ON LESS t2` N/A 12" N/A 1 9 1/2' N/A 9 1/2- N/A 3' (BOTTOM) 1 12' N/A f2' N/A 1 12" MIA 12' 1 N/A 4' (TOP) I 12• 11' I �2" ,I• 4' (BOTTOM) w UNITED TO O&O P..J, LSD. DES66% PRESSURE RATING. e6EE S+RT 2e FOR ANCHORS „WE • EPACINC FOR I VAUATION5 INTO WOOD FRAME oxam MARTIN ANCHOR SMGN% 00 OMNI M EWE OWANCE ARE AORATED ON n18: SCHEDULE FOR ED LESS THAN OAICATED ON SCHEDULE ISDAQ ANCHOR sAFOR+c ON REDUCSCHMED WRONG BY THE TOWI FACTORS. TOR TH WVERATI N 3FACINa POSSIHOWNBLE THISNOT OP LESS T TD MI MUMBLE REDUCED TEDEACHOBTAINED M FACTOR AwCRE TFc[ DNN MINIMUM SaAC.MN6 ROKMEO MR fAOE .YRTIOR TYPE AT A/KCIOeS IE4FIO Mom rw t/45r TArOdI ,h - jeje 1/4'w OM-M Yc MINOR WIMM 0.) J A 3 X i/L A. L+meIwomm Ia•AAA* 00 I MAwWM,O.m aM7Q :a 3 3 J 3 d Sll3 DH/4 -4 RTRUI_ ♦A fAONI! ,/•t' m _ - 3 :/E - m p.W 3 { ,m Im V-1 + REQUIRES MIA.DISTANCEA S BETWEEN BOTTOM PAWL)I/p,AND ® TO BE: 1/2'Max pt I}•f• REOIRRES MRA OVANCE BETWEEN BOTTOM OF PANEL AND Q TO BE 3/w �3r6` COMPONENTS FOR REGORM PANEL SYSTEMS (SCALE 1/2r11) . _-.15.12S• (IDEAL W10FN)--_ _ _ ._ __. .._--__- -. - _. 2.,ar-....-., __.---12.5W (EFFECTIVE WIDTH) __-. _.. ._._.__-. ___--.t43" :, ,.f•2a.A �. _.__ . _ tb4iTm .750'-.. 'TO { I I CL--_..___. a 1/4" (TYP.)--- --- „W -374.'-,.. ,t 2S• MAW l6114' 10' _I - OR a I2 1!2• D.0 BOp•r ,. "'-i.3I .-. -- 1J3 - - / 350• - '.T.S00' ,.z50' )OD• T I. 040 BE R IVOSCO) -_! - r o - 2SO^ f �y 5 >i.. 3.3�6• --}•� i^ I -:MEANT® CALVA"Ir ED TEL ��}.� A. R.67t' _4 1.500 ---Zc aALAM STEEL J >* 3ER M A .ae4• EDGE ATM Atl63 TYP. I 2 $?, I.BiS `--�[rAl 1 GRADE BO MMAWM FRAeE '.• 2.Ig5• "--'1 s._ ' t--...�.Da;'� \�___, C-6O 011LV, EDGE �--73W.'"`i .129 l :_.... OE7AA A i 4C t>YP.) _ i' L_ _ L,-__.. __ ) (f4,�� STO Y PANEL _ ltA-�I--1.358 -•. OE7AA A - -2.DW _-- ', i FAtELS SMALL BE ]INSTALLED ALLAYS - - 2139r -. .__ rwam LEG (()"He HEADER () "Fw TRACK (4) AN9(E HINT AT Erar WE OF PAWL r .r'� � ,. P LMANI ` (Mire.) FNALYAN7ZE0 SiEEI FMRft'S END LC+ - j; .375' -A 2.IT wA` Nnum EDGE :. 1 - PAWL -• _.1- AO.t15' •y r � l r,, ,! 1 • D' 1' ' 33' 37 1 J T .,. -_, W 5�6 R II ' � R e.825 0.375' I' 0,250 i 1 CLOT` A.625" _. - 06,B70• .: ! -. 1 -. PAWL O z.250' _ r.zx -- - V ..t_NH j5AL1ETRIC ViEW Itf�AL t33•T r :a.s�A AA 1 _9so ROUNDED CORNER 4 ENDS tPF PANEL'S r -Hen - _ .:.- : .+Ras' [�---2.37fr __.__-. END UP W/ HEMMED EDGE. ( ,_. '625", .12S•. (N.TS) ,375' - .091• .Oar ,,Pr{�{1�.--I (1 KEY HOLE WASHER vey uM�� 3,750' .0T2' - (TYP.) 11 p.7` 3105-H154 ALUM. ALLOT' � W3,4I UM AT PANEL -.750'- (Y.CexEP. 1. _.---...1 .SFF StRiE a FOR NWOLITC)" z.TI-..:.750"--. S13' LIMITATIONS E SLEEVE LENGTH S I I', -1 '.. .091" , 1 ONLY VALID FOR iNSTAL.LATORb INTO - - .125" - 1.250• i.. : ,375• �J SRL4E�EyVE � 22 11.sJA I.. I . _'. (1w.) w➢W STRUCTURES . -1 MAX. Li9,m A +Y-. I., i_ _.. -.I .. _ _ . p.Wp• 2.OW (-.i --.I", _. N f 2100 R aPe3+; 3750° f?5'' �- 254a' ---- 1...118` � 1 � C/^�,)_ 750- .� W A ER 8 U` HEADER 1_ (TMP•) REV.. "H__ "y.�„� �} `.�•� � - ,,, _) 0 - _-..__.I' MIN. TO 5' Me., --- -- x • _ _�. _ ) WAX. � ��j^E/�) �N�W�' NGTN • V HOn1 i i HAMER W, MR Q ", TRACK © 374• ._.-_-. -. 3VOW--394T.- TR ALLOY �t � A. TI(� (,1 - ]E 4 �t ''' fff (�._. *" d't Q�". •: • •' •. • •• ;l✓,p (USE ONLY FOR E-Z HANG STOW PANEL H - 311 • . _.� I&K6• H F-00' s70'-.'1271. .08N -•,'- �` �. uCEN$F ••. T g SYSTEM) SONS-Ta ALUM. ALLOY L I L 3 N0. 44157 7= FLORIDA BUILDING CODE Non High V•loaN HIMrcicone Zone 1.6n" lI eeo" 2�. 2.000. 1 r .P p + I, ip3. .0, .I,• .-ARMS IS MIN. 0 C { z mom t.mm, AC. 24 GAGE GALVANIZED STEEL STORY PANEL FORION .P. 20, STATE OF i I `{ 11) -.. __ mp7/mae I, TSD . ,' •___... �_._,gSp SECTIONS -° • F- A U.C. .._.. 2.OW f_ _F ___..... - Q ., r'1• _' %_ ON �,_� � _�' it ECo 1Ne. GLOIBAL PROTECTION PRODUCTS. LN1c em &W. 51 AVOID _ ANY sof• �•. ANY pL'! R G Y IA MH• ,u ifw >, w!. i4 wMM WDc R - EAMW, n. 3331. 20-175 ItilIi,R"" .�.tlF.BF F .a.,,-+u, N10HR' fIMa14e9-T84A r.Hf: (/eE)IM-e7P7 i G♦U1 -r- 4 BUILD -OUT = TRACK 1 8 5 W D WINGNUT •w.•. NTww,M MI, J31f3Ar3.A.RY_� r (ZAWC 3 ALL" PE ffAtf9plYO�EIa.X weL,tA A iEAn Jr. P.E. ,hLtl OICT 2 O ,e INSTALLATiON DETAILS FOR SERIES 2000 k I Q9Q E Z HANQ STORM PANEL li) INTO EXISTING WOOD STRUCTURES _ - ,./f"f LAG SL�WK a J' O.C. W/ - 11/2• NM rHRFAO4 PGdTMTON (3 Ma,. 2Y4' w000 ' +/4•. LAG SCREWS ♦ 4` O.t. W/ TO QXMW%G nODa ,+R7DEW. 1EQUNEO 1/4•0 LAIC SCREW] a r ➢.0 W/ - `i 1 1/2" 41.. 1HREADED PENETRAi,tPA iTA, OR tlfi CM , _ I 1/2' Min. TNMAM FERMAT" 1D €X S Y wDQD HfADiR. r-. TO tXS1NE4 WQDD NE DER a Gant. 14Y I" S.MS. .. f U EW* 4Y-2px r M.S. Cunt / 6 w 7 2' CcM S S ! 'x3. "Al I.MI° 11 la12 .Mll� �,y ) A ,, N :C- EA t UT ! O • FNO IN ' f f LYM. i 4 t : SOAR' .N LAG w 5 S- r' s t - Y • Y- A' 1 FA ENO -0 2W3 'Rubs 2• AIn. S3 '„REApCC AiNET1MT1D1 � (SEE DLTAY. ,lT• a IY)I- --1_ - +H+'a' �j(M Tl6•f.3/32" 1a ErST,Nfi wIXw ,KMCR. .J 1B, ' T RaIF ,A RELf_-. _ _ a EVERY WAIL; FILIT (} NYT`R) 11' 1 "'� i SITS• FDP NMEI. '! C (11 A.,• Sus. ;' IF �tl L, Mnf 11�A-NL9: A ... 9 ______ ...., O) �, I� 9 ......zsj (TYD } or MAY i e EA. ENO OF � � :^• t'-I S 17=,V.R $ R1 7 cwI I 1 E WIS SLA B OW) • i -1 'T. tOtE ,A BELOW} 2 arc MIT ; . SUOYATON 1 LL.s'le/]o„'!`' %a' 2j w�r�.u� 0 CLASS LL .ICI-er.TAli I ,l.Y-iO.sl4"l 5 rla`Ov3f7Y 1RNa AU, • 2 a,2' I,W. i 70 GLAeS I WITIC wfTiaAUT s•A.3 32` ;� EVIDn' OVERLAP R AP 9 12• ac - ii fV2W O'RNLAP --BL10 EI _.. f ' ,/4Y-S0,3/.- - CLASS I I/a'4-20,.1l4' u , I I Y �.'REW WJ 9 i .. ' I ti 2 0/16' Mw 7/b'P.313'1• iATA�l6a� W w,l E;. �11 IF §.,.) I to CLASSflS I MAY 04 p EYL.Rv LM+YI.AF Fzt 1 ...� --,.. _. ,�, A' IS I $�•yf 4 1 k g4 " '.. FI I An p � 1 C 7e a, S I - I I 9 � F lot - I -a E,1 , p 3 I 3 I 2I P � I AY-.2%4/'4' u,a I « A i'�nf ', ' I T,. W O �. �.. I W% 7/6YJlSi' Q ERG 9 ,- i p g I Rf .. ., ! _ #D .., '-». a I' .ANC HNJf I e +z OC I 1 � -- I 1 Nro I T 4Y- 4' MS- W :! +/4'4 PAHiiA+ATE fI *11 a B _ .. B, / TE S SP' NVT PA*IF1TA F'W W 2 ! at i 4 A-2D t A' I I '1 7!B' TO T 12 t/2 GaM- e .-_.L^.... . _ O _ ^.� I I W/A JS'R3s$2' si `.. R.>' ('4 NOTE ,A BL1OTi/ F°F21£1R+T to 1# ,l]' O.0 ._"1 - _ � , OR IIIY-Tk3ia- t/ASH LAG SCREWS • C O.G. W "2)) �2'x.' 1 A` ' ._, l ',. I. MA •. Min. THLTGOFA PFJNETPAt • - FT.A,E REOLIifl£4 T/ YA-./. s. MJ N I I , 3�wtiEi IN1 aF PLATE Al SCRHE5 & 2GO0 SLAT on ON EDGER 4 - 4 (� 14 PANEIWTE. PINS W yR� AAMMrry.NOTE IA 9ELgpr) // N,YPC NIiY CW/ T/6'fr.7/32' 1 7ff++66 Mal LRKETRAI,ON • A2/• SEA 7MJE: �_�'lli CHI SRES• tLV4 1/4'P LAG SCREWS a B" O.0 wJ "/F•P'At sa " a akin, 12} 2's1-�� •WWpAL��Ta�y yr t 1/2' WIT, TI'IREA 37 FEMTRATON 1,/2• MA, TMTF-ADEOFIATO AL.'RIrE2ESCL,EESJALIS W91xf FUZE REOIkT&9 N MOWAOr. � PUT 0 CWNEOLHAIED ... FIAT Gtf OAI EOGf' WIT IREQ REQUIRED _ on ON £DOE SCARE 1/4">•1' MIN - 31 PLAT REIFINRCO FIAT ALTERNATIVE 1'ili SCALE 1/4 ., _MIN ------- FOR T�O►r�C�Et�I� UNTING ALTERNATIVE 4"W I &STALLATIDA4 ME ONLY YAW FOR NUFL.DO" WITH AS D. PCSIGN i,MOS 11NIMINIw.. AaSAiAAMMt� SCALE 1lA"a 1' Mr M UP TO 660. -75.3 psf ART, FAMLS LEAEM UP TO 5-HD` .' A� !f7.4 SCALE 114'.," f'l 2 FOR NEW WOOD FAME CONSTRUCTION WOOD MEMBERS t0 BE SOTJTHERN ,y',,FE.p. /• POE Ha. 2. w/ s1~EeFrc OTxNrrNTr t D.iS ,OR EDuAL �P , CEN ••_ ✓,¢ ^^� . $ •''� FLORIDA BUILDING CODE (High VelocityHurrreona Zone. BDiE.1a3 I :' No. 4 157 t a90Y° h411to, "'c. 2D GAGE GALVANIZED STEEL STORM PANEL r.A. ... SET SH'KGFSA Af$ REO'1M9AFNR8 fOR a STpP GM AT TOP AS : * - LWY'N W.. HELL AS PANEL t;piM&G'i6N tli TPACitB t1(�E CA AT BASED a1+ POOL - - .,. a rs ,DIN OR 2 WF3TMHATIO. TYPE O N 9tE}T •,O - STAT OF ( :..a ar%YDjNRa i 9 GLOBAL PROTECTION PRODUCTS, LLC. TOTE TEift.LaTiVf T wk AtO ON IL-ECOINt. LNOtE FDR eXTMnAIATON a. di w aW. 51674M mum -.�.. tt`'•-..... \ a Y A.C. n. sn,. 20-176 TOP A �riW NOJNiMNGS CANCOECAu'CD HE AAY WHQ=x�, SSA a. 6 x rI,M Mlwcxk P v w PIHaM: 4M.Xw-TJ+q FAA: COU)M-eTF, NS`S'O1ti` •N / LfoM vT-+,►� •eR A>._,m,' 'JCL, ` T,. ,w. w pra.+w vc oW+wNc w. WARY 10 SfJM AN, WNSTMLL,xIHON. 9TJ4L PE 3L1LlMaMTIIE/OA'!C *ALTO A "UA .- It lIQI M M M TXitT S+aNTrFA ,IACXS NCR S„OMH HOW Ly,MAtrP. ---- - - - 1/4, 3/4, 4/5. 5/S' & 6/5 IUM gR 'Kett PANEL (1) LENGTH 00 SCHEDULE ONLY FOR RE�' H IR STORY z/4 1 W/S. 2W/6. 3W/7 & 4W/7 3 INSN AM INTO POURED CONCRETE, CGNCitETE BLOCK a WOOD (T)ANCHORS (sEE SCHEDULE ONMAX e (� 3- MAXMM. SHEETS B, 10 411) - ._... _.-_ .. ._- .- __ 3' Mw_ 41 L PA SU LeeeeeWeUAM 5�N(R�F.AHt'L S a) At WH I- I• MOM.- ---- - - e e - _. _. '1' uM `' 61 TDP l e�mm Ftm wLr4 TRACKS t9 -ems 03 A_L� 4R D.M.. 2 , 3 , 4 . r- -�-: F - --r-r r + -+1 - r-r--T-r--r- ,- T-r-i- --_. __ _� .I j S W OR (6i * DIRECT NMMU AT EACH ENOe _ t- i - -l- r MAXIMUM PANEL LENGTH 0 VMO" A.S.O. VAR E5 DESIGN RARIRN .e.N. + ar - CONCRETE & WOOD TKINS 1 MKALUy i• 1 <r 2a0 12'-O~ 72'-0• AS 1-O' r'-B" JOG , i -U .,. _I _ TO, -I` IWO to' -to' Po'-8• MA 'O.-T. $I-4- 410 9 e' w-R SAO 6 1' a 4'- 3Aa 6o.O _ s r - 6 J- B -0" ..... )-0' a O _-T Y T• ' r a _ _._. Y R• as o ..,_� ____.-_. )'GO 75.0 T-31 6 r8 eaa r . r 7' OLEO Y-0• a,-5• ea0 _^_ 6'-9' 6-27 R5A 4'-0. 6•-0' _ TOAD B"-3' -7 -f F010 - 6 -3" b -6' _ ,Ao - s'-7 _ i tB tl E11-'3' MPN MAXiMU PANEL LENGTH 'L+" OR "L-" (ft.) O MAXIMUM ASA. PRESSU SHOO ( i E +aH - P )( ) CONCRETE a WOWDESIGN . INSTALLATIONS .F NS 1 L4 M HAD 210 H2•-Fo" Rr-r JAO IT -a ro'.-r M-0 to* -to' ir-M" AaD 9' 6 a'-2' 450 •'-t b--7• 3A0 11-1.0'-2- _ b NY-,r 7 !` 6A50 _ 014 a'-O r" £4,0 T•-R' 1' ,T' TOO T•-b tl TT- n D r-a e. -a a0.0 _ Y-O 6'-5' I#.O 6'-9 b'-f- aso 6`-7 S'-fo' 70Q0 B-J b -7• 1010 6 -3 b'-4' tf0.0 - 3'-T' ft" - O-7p• rt8.a 4'-a' MINIMUM SEPARATION TO CLASS SCHEDULE MAXIMUM AG�LENGTH WIND SPEED 4 170 M41-M WIND SPEED > 170 7n.D•0 III VWXMRAOn - R€57RAPNEO UNRESTRAINED RFShM+INEb 30 OR US$ I. 1' a' 6 IfIV >33 TO 90 I. I. 7 1/2' 7 1/2" >90 TO 145 I. 1" 7 1/2- 7 1/2- >145 W 1' I. - 1 1/2' TDP 80'Tlbt/ DIRECT MOUNT .A, lffAOER .1 - HEADER I.S'X1 S• AWOL ,F. To" 'F•% I wH1O.E 9,- TRA K •R- TAIL Off. - DIRECT MOtMI tr 1. 32' 35" wSIC" 5D• 4 5 /"X,.S' MD ANGLE 3r 1. 32• j 3r 42- 38' le a "F" TRACK - w 1. 32• 1 42' 67' 1. 60' f GL S<!E 'r TACK ANGLE sr 1. 3p. 1 BO. Sa. w t IL 50' 32~ 1 32• 1 3r I W IS6"' 5a• il ,� I I jI I II I II. ' o 11 1. - __- .. __._..,. - 1-1 -1 I t;1 1_I-I_I_)_�.1_--_; I ;l I (,, - BOLTED PANELS W 1 i•-2Oxi•. P I / p UNBOLTED AHELS 1-, I T . .s.s. MS. BOE W e EA aYFJELAP �� . SEE SEGTK>N5 AS d ( ry ij (APPUCA@L.E) � i I � � (SEE SECTIONS AS APPLICABLE) ' { : 1 s E I L 1 .,-. _. -. I t ( j , I ! I I ! I I I i w I j I I I I I i ! ! I I I I I I I if I III i I 1 D.M•,Q.0. 1--°- I i- - --i ,--I_ 1 I- 1 - - 1 I.. .i�0 1 p I e t ! 1 ..-F -@ 3 MAX I _ _.._._ _ 3• MAX -i' MIN2/4 1/4, 3/4, 4/S, 5/5 & 6/5 ," MIN. 1W/6, 2W/6, 3W/7 III 4W/7 .._--- ---APCHEOiS (SEE SCHEDULE ON SHEETS 6. ID a/14. - .. REGULAR $TORN �NEL C1) ELEVATION Il4 Mai GAP ZOO?, N.T.S. (MR, 0EflK7P,-1 !MOLE WILL" �I SECTION A -A rj N.T.S. D(T) L+: MAX" ALLOWABLE PANEL LENGTH MR A GIVEN POSITIVE LSD. DfSFQN LOAD. L.: MAY AlOWAG E PANEL LENGTH FOR A OWN NEGATIVE MSG, DESIGN LOAD, (2) PROCEDURE TO DOXIMANNE MAIM PANEL LENGTH: DON A POSITIVE AS.O, DES" LOAD DETERMINE MAXIMUM PANEL LD474 1+'• FROM SCHEDULE. OVEN A NEGATIVE LSD. OEI LOAF OE WOW MAXIMUM FAMS. LDO1N ,I-' FROM SCHEDULE FOAL MAOMe7Hi ALLOWABLE PAVRL LENGTH IS EQUAL TO THE DETERMINED PANEL LENGTH 1 INFIRM + AO `L •. (3) SEE SCPEDL E BELOW FOR MINFART LENGTH FOR PDNDSTY QUALWI CMiaL, j' NSTNlATlara 090 WOOD ARE LIMITED To , 95 F R,f MAIL &"A OE9W PRESS RE RATNI .. - e, 10 A 11 FM MAX. LSD. DESIGN LOADS a MAX. PAMD.. LENGTHS FOR 44167 tM 710E0. to 41 : il�� T 410py.ef ", ,s NN ,eew W, os Ar - ••'n � :r r _. cm --,W. r.: TON o 24 GAGE GALVANIZED STEEL STORM PANEL CA, MAIN w ABAL PROTECTION PRODUCTS, U.C.tw "L, Mao S.N. e+ smim 20-575 DW~ fw MARC FL 3331. P11GNE (w)w-TPA, FAX: (WAANW_ WT - ... -. _ - GENERAL NC3TT'S Awn sBM REAR A• Les +e�e"TV ! E-Z fIMMO _atTr_ •YET N1. (C) IQ=J[IST)NG WS1DD :MIN. A'J'r'�i..S:.a•Aq Sa_� OSc�.',: I. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PED.) WAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - 1/4.0 TAFCON ANCHOR$ AS MAAUFACTURED B'1 I.T.W, BWLEEX NC WITH THE 2029 (7th EDITION) DF THE FLORIDA BrIit M COOS THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - fT4-IC PANEUMTE FENMQl W AND PANELMATE PLUS ANCHORS. AS MAMPACTURED 81 ELCO CONSTRUCTION PRODUCTS, A2LOCTTY H/URRTGWE CONES (MWa-GOOF l BROWARD COUHT1Es). - 7/4Y LAO SCREWS P[R N.a_s SHAM AS PER . i A BASIC WANDCO. OF 1:E MfJNnONEO CODE OR - T t 'e DISTRIBUTED PONTP Grt SCREW, BD. SPECIALTY CO DESIGN WIND LOATYS % DETERMINED SECTION ABOVE 6 . 5 8• WOOD 9U91i1NG. AS D157'R ED BY ALL 0 SC aF PE A FACTOR s MINE STORM P WILL f1[ INSTALLEDMID FOR OIECTONAIIY EL PEED REQUIRED BY r15 JURISDX:TL RE PANEL , R F P T x Y 1 � TAPE 2 AM OR ELCO ANELAA E PLUS ND.O. MSC, F- l a AND SHALL NO EXCEED HE MAXMMIM (ASID) DESIGN PRESSURE R4TNCS INDICATED ON SHEETS C. MINIMUM THREADED PENETRATION INTO w04D aN MICRONS StNtt BE ! 2 85 LOSING ) ) (A 5, SING e AND PANELMALE FEMALE 0 3 12 7 a. 4FIRU � PA THE AIRAE CONDITION, ULTIMATE DESIGN 7- W FIRST M LRY ULTIMO WWPO LONGS DETERMINED PER ASCE TB SHIN-1 ORDER TO ( REEXNCER TO .S DESIGN RE RATING THEM 06 IN 04T0€R T4 COMPARE THESE W! MAX (AS.D.) C1) MINIMUM PENETRATION AT OF LAG SCREW INTO THE WOOD FTREQ UNIT SHALL, ED + OEi". N0 THREADED AL PE RATA1sN 1NT4 STUCCO SHALL rS CONSIDERED AS PMPRT (7F THE WDO,ARED THREADED PENETrATWFP. SHEETS 3. 9 tHRU a ,7, Is NET A3N TWO PRESSURE TEAL SD ORN SHEETS 3. O TTEST 127. IN ORD PRESSURE RATINGS NCHO i PEG, IN AVOWABLE ORDER THAT ANCHORS WERE NOT OVER STRESSED, A ER DDT E F R OR>VERIFY STRESS FOR WAND 1.G+05 WAS � USED N THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS 1NEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS, fNTO WODO SHALL 8E AS INDICATED N TTIS DRAWING S S IN N YSIS. S ACCORDANCE WITH N.D.S. 201B. STORM PANEL'S ADEQUACY FOR IMPACT AND WINO RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE wTH SECTION I609.1 2 OF CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/6', ,/4' 0-20 SCREWS USED SHAL BE 1 1/2' Low MINIMUM THE ABOVEMENTIONED CODE AS PER ,VAER,CNN TEST lA8 OF SOUTH FLORIDAFLORIDAREPORTS /O814-D1-01 AND /0219.02-09, AS SHOULD STIFCCD EXIST AND 1• MINIMUM FOR WALLS WITH NO SAC'CO PER SSTD 12-99 a ASTIA E 330-02 STANDARDS, AND AMER ICAN TESTING LAB SOUTH FLORIDA REPORT f 112301-TO AS PF31 C.SJ IN CASE THAt PRECAST STOW. OR PRECAST CONCRETE PANELS, SIUt.CO OR W000 GANGS BE FOUND ON THE EXISTING TAS-2D1 AND PROTOCOLS, ARE[ AS PER CALCULArMyNs PFRFORMEO IN AcctXawNDE W/ SECTION 1604 O THE WALL. ANCHORS SHML BE LONG ENOUGH TO REAP( THE MAIN STRUCTURE KHOO SUCH PANIDS, NG CODS Fl ORIOA BUILDING CODE ANCHORAGE SHA L BE AS MENTIONED IN C 1). C2) a CA) 2. ALL ALUMINUM EXTRUSIONS TO OE GOW-76 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED). SEE SHEET 2 to) ANCHORS SHWA BE INSTALLED FOLLOWING ALL O THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 3. ALL ALUMINUM SHEET METAL USED AT CU3SURF5 SHA.1 14AVE 3105-HI4 ALLOY- 8 FAIRS MAY ALSO BE INSALLFA HORIZONTALLY FOLLOWING INSTALLATION OETALtS SHOWN ON SECIXON I THROUGH 6 (SHEETS 4 4 ALL STEEL SHEET METAL PANELS SHALL HAVE STRLICTURM OAALTY STEEL. ASTN A-653 GRADE W MINIMUM. C-60 GMVANMZED THROUGH 5) EXCEPT THAT HEADERso a® SHALL NOT BE USED. STEEL DESIGNATION W/FY. 92 2 ka, (AFTER ROU. D). 9. R SHALL BE THE RESPONSIBIUTIf OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCRIPE WHERE SHUTTER IS TO BE 5. ALL SCREn t0 BE STAINLESS STEEL 304 OR 316 ASS SEWS OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN BUKOINE'D TO RNAORE PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY ffi ATTACHED TO CCOKiREtE.. BLOCK OR WOOD PRASE 111W1 NOS. 3D01B Wf SIC k.'+ YIELD SnENO1H MAID 94 MM TENSILE STRENGTH MID SHALL C01APo-Y Wl FLORIOA TRADING CODE SECTION 2.1 I.33.4- 10 EACH REGULAR STORM PANEL WITH LENGTHS OVER 90•. AS PER SECTIONS 1, 4 4. 5, 6 AND ALTERNATIVES 1W, 3W A 4W ON SHEETS 4. 5, 6 & 7 RESPECTIVELY. %kALL HAVE A LEGIBLE AND READILY VISIBLE MARKING WSTRULTINC OWNER OR TENANT TO E DOLTS TO BE AV,'rM A-307 GMVAAZED STEEL. OR AM 304 SERIES STARLESS STEEL, WTN 36 MA MRNIMUM YIELD STRENGTH.. SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERM OF HURROANE WARNING. H 7 ANCHORS 10 WALL SHAL BE AS FOLLOWS ,i IN€INsTA1AtON CNNTRACTORISTOSEAL/CAk ALL COMNi E0GE5 HICH KMALHNCONTINUOUS COTACTWITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. {A) 1D EOLtSTNG F�IRlER.-C&NCRE7E 1/4'4 TAPCON ANCHORS AS MANUFACTURED BY IJ,w. BUILDEX. INC. (Min, FZI192 P.S,;) 12. STORM PANEL INSTAL AttON SHALL COMPLY WP4 SPECS INDICATED IN THIS DRAWING PLUS MY BUILDING AND ZONING RECULAIIONS 114' f x 7/8' CALK -IN. ANCHORS, AS MANUF-ACTURED 8Y OE'WAt_7 INC PROVIDED BY THE JURISDICTION WHERE POW IS APPLIED TO 1J4•f .. 3J4- SOLO -SET ANCHORS, AS D RIBUTEC BY A.I POINT SCREW, BOLT 8 SPECIALTY CO 13 (a) TITS PRODUCT CVALUATWN DOCUMENT (P,E0.1 PREPARED BY THIS IDAGTN€ER IS GERM AND DOES NOT PROVIDE INFORMATION n f . M - 6 JOIN .M.,. ( D ) A P- T IC PROTECT. .. WHERE THE SITE CONDITIONS OYLAIE FROM THE PEG - 1t.-10 PANELM4TE FEMALE O a PMNEUAATE PLUS ANCHOAHS, AS MANLR'AOTUREO BY ELCO CONS7RLk'TNOlF RRWLIOT4. FOR SITE, SPECIE OT. -e - 1/4•e ZAWAC NMLIN ANCHORS, AS MANUFACTURED BY DEWALT, INC. (E) CONTRACTOR TO BE RESFONSNIF FOR THE SELECTION, KMCHASC AND INSTALLATION 94CLMNG 16E SAFETY OF THIS PRODUCT �D ON TINS P.E.O.. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON tM5 DOCUMENT A 1 MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/A'; 2' FOR ELCO PANELMATE AND Y CONSTRUCTION SAFETY AT SITE S THE COMIRACTOR'S RE51,0NS0TLIT, , 3/4' FOR ZAAMC AWUIN ANCHORS. (C) THIS PRODUCT EVALLATiO, DOCUMENT WILL BE CONSIDERED WALLS) IF MODIFIED A,2) CLILK-IN a SOLID -SET ANCHORS $MAIL BE EMBEDDED 1/6' INTO THE POURED CONCPS-WE. NO EMBEDMENT NWTO STUCCO SHALL BE PERMITTED. 1/4' 0-211 SCREWS USED SHWA BE 11/2" LONG MINIMUM SHOULD STUCCO EXIST. (d) S!TE SPEOHFPC PROJECTS SHALL BE CREPARED BY A FLORIDA REYdS1FRED ENGINEER OR ARC311TEC7 WHICH WILL BECOME THE AND 1" MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCAEWS AID HEAD. ENGINEER OF RECORD (E CA FDR THE PROJECT AND WHO WILL. BE RESPONSIBLE FOR THE BAIT WITH WING NUTS PROPER USE or THE PF D O RECORD. ACTING AS A DELEGATED EMDINETIR TO THE RED ENGINEER, SHALT SASAKI 70 THIS LATTER THE 571E SPECR'1C OAWINGS FOR REVIEW. A3) IN CASE TNAt PRECAST STONL PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS 8E FOUND ON THE EXISTING WALL OR FLOON. ANCHORS SHALL BE LONG ENOUGH, TO REACH THE MAN STRUCTURE OE"D SUCH PANELS (w) THIS PEO- SHVU, BEAR THE DATE AND ONO94L SEM AND SIGNATURE. OF THE PROFESSIONAL ANCHORAGE_ SHALL OF AS MENTIONED IN AL I) ARE IN A2), ENGINEER OF RECORD THAT PREPARED IT. (0) M-EI(Wilig BL�_�. A 9-BO' It. SHUTTER MANOFACTMEWS LABEL SHALL BE LOCATEr ON A RUDR,Y VISIBLE LOCATION AT STORM R-.w SHUTTER IN ACCORDANCE WITH SECTION 1709.9.Z OF FLORIDA BUR0IMG OWE ONE LABEL I f' • TAPCLNN ANCHORS 0.5 MANUFACTURED BY I T W RUO+P}ETL, WC, ORI. EK PLACED FOR EVERY OPENING LA.BBL1Rfi TO COMPLY WITH SECTION ,T099.3 OF THE - 1/c e x 7/8- CAL.I-i}i ANCHORS. AS MANUFACO7RED BY OEWALI, INC F IOROA BUILDING GWE, 1/4"P x 3/4' SOLID -SET ANCHORS, AS DS'TIBUTED BY ALL POINT SCREW, BOLT a SPECIALTY CO - 114- TO PANELAAT£ FEMME ID AND PANELIATE PLUS ANCHORS, AS MANUFACTURCO BY FLOC CONSTWLOi)ON PWOr11IYN1R11lIIFPp - 1/4" A ZAMAC NMLN ANCHORS. AS MANUFACTURED BY DEWALT. INC S A A, T((4 ' .... B-1) M RAAAA EMBED ENT OFTAPCON A C HORS. ELCO P94ELMOTES AND ZAMAC WIUN ANCHOR. INFO THE �C6 f10RDA BUILDING CODE Nan High Ydocf HurNaans Zone BLOCK UNIT SHALL BE 1 1/4•. :' - fll- 8.2) CAUa-IN & SOLID -SET ANCHORS SHAD, BE EMBEDDED 7/8' INTO THE CONCRETE BLOCK UNIT. NO FIq,D44 7 ., w3am M'T�. "0 24 GAGE GALVANIZED STEEL STikpi PANELDOOR, N. STUCCO SHALL BE PERMITTED . I/C e-20 SCREWS USED SIAlU BE 1 t/2. LONG AL.I'RMWA SHOULD >r0 EXIST, * , ,,�.. ,E•'. /Ie _ ____ Any AND 1' MINIMUM FOR WALLS WITH NO STUCCO_ •0'• - PROTECTION PRODUCTS. LLC. i L E C O IN �w E hSTATE AMRSA e, Olen* 8.3) IN CASE THAT PRECAST STORE. CUR PRECAST CONCRETE PANELS. STUCCO OR WOOD WARM W TD AZORI TINY -w sw a a,. w AW WOW A CA 24-175 EXISTING WAD., ANCHORS SHALL N LONG ENOUGH IN REACH2)THE MAIN STRUCTURE BETIND SUCH P Af* ��• Ar.a 4AAa ,n-uM .A twR s+._,y, f,XLHX U04NMa-TJNa. rw (gc}6fa-Tnx ANCHORAGE SHWL BE AS 4ETi0NED W B.1 AND IN 8.2) $/ON.. '"�" W. Fe+w„P McMAxa N" OXMIT T, R AL rA aooe„n AFNNIIPPIIN M„• P.E IlX151WMi,XC/OAIE ev.1Wn .- ,Ai,1 w" PC. fHITET i OFle INSTALLATION DETAILS FOR REGULAR PANEL INTO POURED _rQNCRETE 0R CONCRETE BLOCK STRUCTURES ID LONCREIE i.. DR GfNCRE7f BLDDR _ E?IISTING POURED CONDRETE _...L7tl5CON CONCRETE _DER WNCREiE BLOCK PEOUAID /✓J -.. MOURED. FANCRE'IE ANCHORS OOI;RETE ANfAK7R5 % ' ,F. (SEE SCHEDULE 04 (SEE SCHEDULE ON �.f .'' EXISTING POURED 5NFA5 B 1HRCRM.H tfl) --R 7 1 SHEETS 8 THROUGH taI (7) CONCRETE OR 4✓ �':,.t' CONCRETE BLOCC 2 ,14Y-m.t• t _1 : --- - - 1•A• eaTe REaLKREO 1 f Ill' I/4• 1 rf`e' ill• 11/4' '.. -= i/4' a.0 l - v - ,_,_ I ,�r ,•, Mtt7(.-__..._- __.__._ CONCRETE ANCI4OR5 - 1 I � ; (SEE SCHEDULE ON --i IT E.D i EA x f 1 SHEETS 11fM61laN 10) �' I 1 „ r 1 � F I 1 1 t f r rr ` '. r r i L_,, �_-. 1_ _, ,14Y-29er• 8- _ ...�.- E'---. HJ4•s-aw,• EA 'f`I I_- A6,i .WA-_ _- - T. ,.. eaC1a w Ti '.._._ ._T.-._ OOHS V .'N` I 1 O. ( SEFWMA I Tut Foe ., TO GLASS. } i ari FOR AAtd R- l , - 1' - TO GLASS LIIMnt oAa+ 1"-WT rl EXiSf7NF. (SEE SL'FEtXAE t +ETaro NOT T-e t 'L' MaX. (SEE SCNEDRE. i ✓ /'`.' 1 =Y i I g ON STEET 3) �- t 1'. . .. z�:';.. �. HMe ON SHEET 3) P+AINEL LENGTH SEPARAJtONI 1~ I �/ I (SEE SCHEDULE R I 'L` Max_ I TD GLASS. I PAWL LENGTH LENGTH 1 I - ON .SHEET 3) 9 1 PANEL LENGTH {SEE SEE Sp€DIAE CON"t SGt'EDLMII. 1 9 6 .. _. SEE SCHEDULE ANCHORS _ . _ _. H (SEE 0!1 f t - A" 7... SHAFT 3) ON SHELF IrI (SEE SCE ,^� ON SHEET 3 -1 SHEETS THROUGH 10i j _`L Y } I I :. ) I - =•.II+•-`-= _ _T.. __.. :/ t SO% 1 1 Ex14TN(R,R t ,ry9rL ES➢SDHG i 1 O L" GU55 B i t I/AY 1 SUS CR/u5� 1 - 11-1 1 O 1• E0. ,.�, ' Y7- i _ i -4Y-2oliAa MRit I q MIL. ' i': i - T (+ r %.. 1 1 ED 1 .,N i _ E0 .,. ED. I Ex15nNG POURED 1 a /1 OG - 1'. L -- ' 3 APFUCASW •' CONCRETi OR 1 rr .. - H 1- 1 4•Ar ,ION wASIu HUD CONCRETE SOCK t 1 CONCRETE ANCHORS .. S' I „ -111e T4wa6 TO, So "OR y I ____ _ _._t -v fTEWIREO. 2 ( SCHEDULESEE �- r' __. _... ___ ..:.. .-. .) --E4-.-EU- - S p Ma At/ NUI SHEETS LON 10) -: BI . 1 _-_.__fLTERfA1E `I' M)n - f W/(,}ONLY WNEN SCOW ,I'll. Pf, ✓s'. SET a CAx-m '- : • iEq 100ATON r ge j�j� POURERETE D CONCRETE �:Jj ARE USED k W/ Wt1EN _.-. EXISTING �•:J ALTERNATE CO"CRI E __E}{15MG POL6rtD CONCRETE CONCRETE ANCHORS _: USED. REQUIRED. .. ANCHORS OR CONCRETE BLOCK REWIRED. STAG W/ STIJa (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) STREETS 9 THROUGH 10) iiJAA•eIT-OUT '..... SCAN 3/8.,. SCALE 3/8-11 SCALE 3/MI r GfN '• r� FLORIDA BUILDING CODE Mon High W19at Hurricane Zone • 1. 0. 4416T . *am W`' ' ` 24 GAGE GALVANIZED STEEL STORM PANEL 0NO„'ST. ?: NOTE FTXY GOM@2{At10N Elf SEC'DONS y * ; *: * s 6T/2N/>pw E.D. -EDGE D)STANCE � a . GLOBAL PROTECTION PRODUCT$ LLC. �Q.4A'WE (SEE SCHEDULE ON TOP III BOTTOM MO(JM1NG5 CAN BE 'ss STATE Off• ---- - IL G C O ENS. 4pD &4, 5, mw '' ORIRP' alit, FI- 14 SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY ... y'� ,. Mw w. •: eA WKMM eWeoa K v, 20-1 TS ., hi 4` •' 1 IANJr *.'••tee , sm : Lws_,w . F+: W` __`U` FIIN•: tM+}YM-Tea, ra: (ae leRM-em INSTALLATION. 'HA /Q .• •. G II,,.,MAr D0.VNpa wMNntP Wr asr - TLMElDATE WAItERD'-L,eA. Pd �. lNHt . a n rF^.`A (W W^ .` W N j a) - U L a) O �. O _0 O . c cv U -0 �/ a- �}^j '- I✓ = `0 0 lV 0 -0 .� O C L O W O LL.� L O \ V _�� An O ^+ W� � O 0- r- � -0 .0 cn ca.III Q Z W J FiA1S c CL cmi tV I.L.L 00 r ,. O c.i L fC ? Ln 1_N , ul S in caa r , <.1 3 OLT d O' + 5,• C= , t0 CU r 1i cu. ....... a A:> :...`. STAL IMIN DETAILS FOR REGULAR PANELnL IIlT-0 POURED CONCRETE OR CONCRETE BLOCK STRUCTURES I�Q 1+ QOj� STRUCTURES1. �, TION DETI I_LS�FQR REGULAR PANEL ti't INTO WOOD ALTERNATE. CONCRETE - IA0(IO ANCHORS ' I ' ( SSE S -.... I t LEG ANCHORS LOCATION !'I (SEE Scm=i ON ,1 f/.Y-20.t• 1 g :m13r ALTERNATE CONCRETE ANCHORS '(SEE SCHEDULE ON MWINT; POURED CONCRETE I;' ' :SHEET I1) - .3 sb I•AD OXIS I (ON SHEET 3) I - 4'AB` (Mtn.) Otl5TY4C - _ - - tbrAT10N (SEE SCHEDULE ON --` EXISTING POURED CDNCRETE� SHEETS 9 iH1ROA;H1 Hal OR CONCRETE BLOCK If 1i-'9Ae,lt a,c I _.. ._,.__ -_ _._ aaETt BEAM REOUIRETt. SHIFTS 9 THROUGH iDji OR CONCRETE " BLOCHR _ REWNEb.cn ,._I ;u ! , ' .__._.. _.. ..,_.._.H I 7 -(J IHLMN okR r-a'1 BEAM TO BE OF EROr1E I -,.-.,_ E _.. -. _ ' I. REQUIRED. , EXISTME POURED _ . - -E.D: ! LOCAT50Tl lr - NF.r�DER f 'I WIND ANCHORS _ " / i i SCHED{!EE ARCHITECT PRIOR TO SHUTTER _ _ '@ +(r 7T:TRATE LEG COW ANCHORS `��,'.. REGISTERED EifCd . ( -H __. ...�... t I �t __'} PANEL LENGTH r,a CONCRETE REDAEr) . -.<c, (SEE SCH+EOtRE aN ... r jr-•+1 R£DULRED 'W I (SEE SCHEDULE' ON • II j I,. _ _:� :- _- __ SHEET 1 FOUR NSTAILATION. "QW ANCHORS ALTERNATE wDat ANLCIOkS - � 1' Mln. r ,,;F t...: SPIEETS 9 TINROVGII I s.; .:., �f , , 1,. 1/4• I I .. _ �` 1 4'xr IOt wWMMR I•!D VEER OR r rr f - y.. + -_,• r._- .. n_ 1 ,. :t SHEET II) _ 1 y ,ACER SEE 9CNELXJIf DN (SEE SCHEDULE fM _ r _ -{p ,Ep..-., _ " W au y! ..• a) CD 4' >r A ''.�`j?'•.: H .:. ».�.,-i-. .:___-1 ..1 MO[,M6,RA ,IAa -., - '. .j.: VAX. :: r .. 7 : i L I - .SHEEY 1T SWEET 1f) ^' ._.c'-ml' vs. w/vn / ,,�{-E,vT,7 ,�„.J `!.7 : Fa - r wAm"-sNmrCA I ,. .- 1 2 4 „ 1/2 .I sPACER_ or t• I ) r.. } 1/s "d%. - ,/r-».r sa Ma w/ MP • l; J .�... { 1 ! . _.7 _ -. 1 LENGTH I 1 i ` :� 11 • ry 1/2• o:c. MAX.. < I l'.-. WIT. ; : . I s1 MAX,MAcD m " _ „ __.. __.. _.- ____-'- CO4C.RETE ANCHORS _,. ., ';zi :>; •.2112 of %'r�., _:.._ -.. _. -.: I� ...P_.. _ _ _._ _ H WOOER HEWER -L I- ` i f ,i.. - -.;:I 1 Tl4" 1 E T- 7 7 I ., , p 2 [O - I -. I LIZ- (sE€.SCHE0ILEON. 1, ,iJ• - _.__.. _. _._. .'%• 1 r : ! 1 REOURED , : ..�. 1 j _.._. _'_ �. ___ i - MAX YN000 H1710ER -`"i ._.__-.._._..._-._ _.._., SHEETS B THROUGH 10) --1 I. ED sv. 1 : + HIM. :,, ;, 1 :Min.. a!j I i.. . - ,.- ---- j i ---(0-F ,._..-. ___ -_. -`! REOUIRED - i ro/,'�-Lm,' �/ 1 H r i - Maus jSY.a 1 " % I ",'..; t , . , I W • , _ - - 1 EXISTING i I-T-..._ _ Poo mtn E 1 F: 1 - ::r/:• H B ED r r • 4 H/4 ec R 1" PDX. I R I _ - ! ___ _f GLASS F 1 r • e r/r ac E 1 -T ! l,, .: , ..._ L. t E -L..-: I - '_- T 1 SF2 SCHEDULE OM -.a r j PANEL tENG/N r 1 1 MAX. rDIIN A.UWNHAII SPACERS M 12 1/2' t 1 2' jll� 1 a �. 1 / I -`*+r f i. l ff:. H 's WOOD ANCHORS /� �..! `� // fsEE SCHEDULE t I 1 ( Pia, i m-r 3 I _ .l E n r I • H 1 r i o.c, (SEE ABLE ! ON SHEET 17.) 1 r sH(EET 11) , re I ,,nv--3m,• 1 LVae. I r^-� °N SYIEEIi vm,. 1 L'� : 1 H SEE NrYTE '• rTELaW FOR UMITATIWHS f,3R MHn, H '' I 7 I 1 %7` i •'/ : I '.r' t SETWATIOH 1 { S 5 ' / SEPARWDN 1. 11 t 1• DAy. ; i •L' NA% 1 1/2" LOHR+ 5LEELES. �EPARATiai TO 1 4 - ' (� M.1 eOLtB w f ^'.�: f -' t TO IXA55. i �r 7° 0US5. r PANEL LENGTH I PANEL LE71G'RH a ., , -1 E _.4 as H 'if ' e to (SEE g(:HEDLa.E i {{ I ( 1 I 1 _ d>: ,a, nW$ A. TO GLASS 1 t/.•A-Awf SEE SCHEDULE i V ..aa1' E (CRT 5NEF1 3)E i _..-_ A, _ SEE SCHEDULi -. _PAHEC MATE F:7AALF W GR PAE11A47E SCHEDULE 1 THY-M.1 ` €Sfi SCHEWIE. ON SHEET 3 I O k i LAeIE OD+ Y.ag .L• Wr. -..� {sEE SCROD ON a e.°°`aeAAw'� 4 ON SHEET 3) H. - _' SPACER +..Y-2a,w OR sHEE't 3) l -_ k_ 1 ON SHE 3) I 1 _ i. ) ; aH s�ET 3 'MF M AWn j I:Fn. SQ+A6LTYDN To GU5s.) i�• � PMEt i�. _. u 1 1 / r f f'lUS (SET' SCrPEDUCC tN 51ffEr tT 11 M EA Awn ,/.Y-aa,r •1. _.L-. fsE HEDLIL.E T)_._4V rr: _.: UNMlor=11 1,L Max, , n yr }I6RHvc. va -n I .YA: - ' TE Min. i :r 1 : 1 HOXNN LA917-1Fi h.' MAX. # _.--_ _. - - A,,.-.. s.( - � tSfF SCHEDULE ., - eBIG91H oWA r.rP PANEL IENGIHi 1 ' 1 i zr<;. , 1 IUsE Ian PMIn 1 SEP:U6AtNM 1 PANEL LET10EN . - -- CL ` - LAP+, T DN SHffET 3) 1 I {SEE SCHEDULE 1-.;f/F��Mf 11�j( -. - ._ -- --s1 iD IAY,IAS5, 1 1 GLASS l- '. __ i. - __ 1 -_-_ GTJLSS ,- ; _._i lo� BAR ' . I - GLASS - r.(5EE SCHEDULE � 1) 2 FA wGoo a_-:::,/M ..".:: � _ _i..__-. ._ � ON SHEET J) 0� 1E -IU) E SEP GASSN I GLAScxwn� T DI SHEET 3) _1 :. - ON M i GI./55 TO (RA3S. 1 `( PLATE REatNR£17 pX•Aw ,4A,L icy®�. 1 i � REMISE a '�-F I .___ Y( 1 1 - i _A -_..I �:_.. ((VV E t1N SHEEY J) 1 r "^- L plaua moub T . N/. SPACER TJIAE ( I `E : I ON SHEET 3) /W'� 1 Lj H EGOISTIC SEE SCHEDULE , - .__ ti- - I ,�..._. ~ (SEE SC wx f` ^, _. Q I ON SHEET 3) I (x t' ' aF t~ I r -, �- ? -- i * i ALTERNATIVE 2W 1 4!1 ,-<__;._. .__ _... ay :. sDt E. 1 MAX. f I MAX. f ..r 11 i -- ''"� C". H -� SCALE Jfa"T" L 1 4!1 r� !i``t OF i" !• ':•.> MAX. A .0 DESIGN LOADS FOR THIS INSTALLATION. 4A% �� - % t - _ 1 { -_.� `': 1 r r 1 . I I .. ,`-'L _ .F- SEES TABLE (1 ON SHEET 71 FOR MAX. PANEL LENGTHS M 1 1 OF g• F I 1 1 I O 12 1/2 O.C.�, E`° �� 1 r _, SPACER 1 i 1 I Sai a I e ,2 ,/2" O.C. 1 i f•�_..I'-1, I / ,': ' __... _.. ( _.. 1 EO (. ILTNG{N 1 1 'Oi4A7tl' i i a1' F•0 - _ .?! I MAX, _ 1 1 ".� -.._ j a 1/2. O.C. (....,..1 _ -..._ -_.S_. - __ I 6 EE IT i E _.,-.0 _..-�e CD T _ .-t 1 t ! : .. _ ,.4Y-.XaI Mo ODDS t C. -_�__ I �"""�! ",�"4'. O 12 Y/2. O.r '' , ..-.._ r .. _ . I Np fNISHi I Et __ t �1' HH'rm,eFNo eoLTS CONCRETE ANCHCR5', r • • ,/r at. CONCRETE AtICHDA6 '„ - ' - I N f 1---.-.- NO 'IF T..:. 1 EfO � ,COL EXISTING PDURE4 ' .'` fSEE SCHEOUL". tON'r.: (SEE SCHEDULE ON + _ - __ ---1 - WOOD ANGORS #3K Elaffi 3 1 -_ - _.. __ - i ..1 { ,. Cj ,py s L/P oC. ��'`��j ' ,:n J CONCRETE �. a .-'', ''.. '` SHEETS 9 THR _ I.) SHEETS 9 T)IROLIGN f0 ✓'; I�`12 1/B" LONG MATT. ALUMINUM r ,._.- ___._.... _. _..,._ _ -... - - T : ;.. EDGE. OF KA OR SLAB f ) g� • $ E �- 1-i L. _. I :_ � - - I N • pEUUIRED 1 , , .+% '•-1 SPACERS e 6 , A' D.C. VALID FOR I- - ` ; - I (SEE SCHEDULE RNO10 > M MAY R 1 172' L0110 •.- - O {ACT. CONDITION) jj ;i14 e•:: -: J J= Ek{Sf1NG Pt1UNE0 COF/CREt'E - ALL OfSV:H LWDS ANb PANEL .._.._ _ __ CIS REOAREDOLSREO PDA - CONCREIE MIGNON$ 3R CONCrrE BLOCR EILESTHG PWIIMa CONCRETE iENGTHUS riR 5t1EEi 3. I -... _ EDT ) ( - _.__ tE ON RS :. REGWNEO. OR CONCRETE BLOCK ��c--,�, 2'xa• WOOD 1 %I am. � ... I - � SN 11 I t) � � IIDOi RRATI (Ms R R 1•sfIMCR011 FR0I ANY I KIND ANCHgpS L p ._.{ sCNEFXH (SEE SGiEDULE ON AEOURM : ,pA} ," MAX. LONG MIMINtlM SPACEIP5 a PLATE REQUIRED V i WOOD ANCHORS I ! 666 TAAIOMLO HHFJMR OAMwNRY MGICAIFD aw SHaoET f1). L (SEE SCFIEOULE aN �- 3f4 --- ___ SHEET 11) �. „„ I'XB' WNW 2'x.' WOW TE - •.� "` .,, _...cu a- _ H• Ora n'PARMaN m eNAs 41oIOATso 251Ni• WO08 -- DEE _.__1rD.-- r'�, 12 IJ2' O..C. (SEE TABLE j, LON SHEETS 9 THROUGH 10) Sfl!6GEFEa W/ ST1O1/1-- SHEET ti) _-'.....- - _,__ SHEENS 9 a tO,J I 6N Ml3T J IMY T!£ N®tEEO TD I # PLATE REOUTAED E U) ALIGNS 9aMd neMH WIeEFENH M PANEL MITE PWMME O OR (SEE 'REDUCE ON Mi. As ilE touaWXAT WAw1tHOTe I -1---- .._. ^• FIND, NOT PLAN) MNNL ICE SM= MAXIMUM AT 6 1/s. - - -: Fa'EET i t I OOWPLO OWN, I I THIS 8. A ROMWrlNl FROM 12 t/r OG. VACM X;.. aM 1 - 2• MI, ..._,,,- WET 4).��/� j (1) S .CFO. P4 DOWN PRMKW I (J) WX- M Ma[ nVML LM19nf S UtMIA TO III' A MIT OPOeN6 1 . __.. _- "- :._. `/, SCALE 3/fi.t" ,u.+=F 3/B-,' SCAtE i OHM M A tt$OP.MM FROM HARDER PANrt LLWORe A4LERRD ON I • - 3/e.,' _ 1 a7 MAXIMUM.a,ow FAMp ERGN e I I ReR „),I CEILING motwrmBUILD-Gla MOUNTING �� Cu t3) SiOw PIWet Ma17NLMeTseN • NXiY i ALTERNATIVE i N) , H/X' wwn l/Fae COPQ�/f G9M MwL N As FaaiTm aw ! m am�T, j E !W •W�p�R�yA�A yF "Nf0 W ExISINe WOOD FWYM YMu_ I SCALE 3/Mt' IREC L F4TALADON a 1 AtIIDE• /OHO ER M In OLT AL69LLHiWif.11Ei 1 rMM ro11 WMO EDIT 11. E S a ovEreWn M r31M SCALE 3/3.1` SCALE 3/s•1• I (4) 46MLLA71Ot WELD ONLY FOR Wt E AM THE 2M ION EDITION) ar THE 7LONOA Ih SOME 3/8-1' {LNTNRANNNN !W 1) 2 A 3 POT AS,M E I ......'.I� 4� Ica A. trt�,�a( p��1<A Luc r _ wu. am I s �vC�as', f LEI CET$ ✓'� aCEk ✓p NMF TOR COIAItLHg•_T10N DF Sf iIONS: -_ N0. 4416T . FLORIDA BUILDING CODE Non h Valoc Hurricons Zone �: ( s o • FLORIDA BUILDING CODE Non IB h Yeloc HMrriaona om :�' F . NOTES, FLORIDA BUILDING CODE (Non H h Y loch NNArrk n Zon• Z i *: iA. 1, INSTALLATION ARE ONLY VALID FOR MAX. AS.D. • 0. 44167 I •Jams TLM=. WC, 24 GAGE G+LLVANIZED STIED• STORM PANEL TA, NOTE FrM_♦ipj(RRy!T1ON OF SECTIONS: P. INSTALLATION ARE ONLY VALID FOR A4Ut, A S.D. IT -, N0, 44167 mNo Atuo, W. rP. TOP & BOTTOM MOUNTINGS CAN BE Ammo mWGA we rN • DRaN 8A, DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS . c 24 GAGE GALVANIZED STEEL STORM PANEL nomw eY, DESIGN PRESSURE RATING C"'T AND PANEL LENGTHS � • STATE Qf ,: q, - 24 6AC14 GALVANIZED STEEL STOP( PANEL DWArw SF Q * ; * : * g _. „�, ; * : ;f COMBINED IN ANY WAY TO SUrt ANY AS PER SCHEDULES ON SHEET 3 y L? AT' c'--, = Z b FOR Wi�INAT 1 Of tF- NS: TIL_ : ..:�-- 07/27/Nme TOP & BOTTOM MOUNTINGS CAN 13E AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR s ' , ___.3 I INe. $ _ a/w/muld RaSTALIATIDTd.. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD s, �' tO • �✓-._- �.�11r��.�I��W PROTECTION PRODUCTSs"m. L1.C. m am FA- - EDGE DANCE s•H� STATEO GLOBAL PROTECTION DUCTS. LLC. aTE COMB NED {N ANY WAY TO SUfT ANY ALTERNATE 2W) '•, STATE OFF ICI ENO. GLOBAL PROTECTION PRODUCTS, LLC. ame MEMBERS 70 8E SOUTHERN PHNE No 2, W% SPECPFlC %, J .•...* 7 98 V / E G O INC. (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE s y ' F 4• aeoe JAH. >n ttlun (NSTiALUT(QN, . D,r..• t1j 4WD sw. 51 sTTetT DENSITY 9F 0.55 OR EgUAt. IH ONAL AN'! +9Go IN. $+ 331. % b;, tORiD . ,L„�.� MALE. P. 333,4 DRIfTMw •. w. sX .NaRRI. R..AnM nwFF. A. mw Z SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY KC '• ` % "sf3 wA SITS a, Lr JN. +WWwi •Lnwt n M,r 20-17g 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD CAZ xw Jr.aM Wa - rt aHw aMt, rt. m14 PAr7lotHHHIHIH♦ j Lu 20-175 t� INSTALLATION. 9 ,O E�16 I w..: Lfua„Miw m-,ax n,oe': (aa4yr9-75Fa rAx: (r6+)FM-a7J7 •• - oNwrNa Nr. Ar EA-mmnn m' • P• w" ` ."'F' °PAPA M0:I MEMBERS NS(TY OfOOBE .55 OR EQUAL. PINE Na 2. W/ SPECIFIC $ ... rzm��Ha r#,a �,-m, , nm,T:: twa�.Ar-THx 'Ax: t95a1Daa.Nm 20- i 75 PE xN/MNMTDn[lomE ,P. .-rFIE w,r,e..rea T M . PMI FH-A.M . M , aaa m-N.FN EH,DI✓E tBL*)e1M-PM, PAR (�P)ew-eTa7 .wr ,ew,ar W W.. ,Ww .w aM1#WNR +b A, OUR 9 Al..a wwww xr. wai NN�TEE WALTER A TAUT Nr_ P.F. a FM a-,w ' ;µCAT S R M - ,PATER A HORN L., Pt 15059 , MfQ1 M ar H9 HWL26W A MLH .N.:kit i, iA : smm T OF ,9 .�I fl SHEET 1.3 S 111 It -A 1 11 �I FAIR°1 qe 6glwl ,7 ly_ CLOSURES DETAILS FOR INSTALLATION IN POURED END CL TALLE►7LQ CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL 1) SYSTEMS I 1 //''�� 7•L37 OR raLREO caIOETE ... ,© ,® +. vAR1ES 1 1 YN' wow FROM 2• . l' a .0113 3tO M-1. OR A11. ALIAL ® d. ® MEXAA ED S, Yt••1 /Cowl 1 ANGLETRH t/IY ANGLE -4 IAACON a t2, OC. 2 1/2 MNn t' POUIm CONCl1iR. COMA SOCK OR 1 wGoO PRAIIE FORKED WHKRL7C hz I 1 1/4Y . , 3/4• LPCttl 2 1 2 REOUAm 22',4• ill= EOM v 1 t (2` OR AIDtOI . 12' D.LT.- m C1.C)- _ _ ,3 ® HM, AMAl Gii 1 i- 1 S a' I 4' 1• _ W P44t '" t : F'tlrPC l'r ✓ 1 1 • �' . . IIHI i a 12' QC V,�S I 2'. 7' . -m5' Al Ktt1AAtE tEt LOGwrOH - x• . x ..m5' eoNT-. 1 a' 1 ctJ! ICI 1 ALUM. ANGLE 00 �E Dm• 3105-Nt5I SHEET P&JAM CONCRETE. CDAICAtF Y K 1' it.125' �1/. I -- 1 -r-r { I- ice• METAL KW.EER SPLATE BLOC!( ON 2N' •WDOA FRAME :. -- I REGIMMD 110 HI a r` 003-T6 SLOB' 1 �' v /j 2' - •i //�' COAT. AW/. AMLE - ��!// I/a' . MOLT I' -3105-Mt. e 12' O.C-pl pB}-n M10, w/.MCR•An CIA Mi AROE CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE f/4•-1• SCALE 1/4'-1• SCALE 1/4'-1• SCALE I/i L- F• - - f.. _.. ,`�'1 1 LI '`S ilk CONCIETC OR 70P BOTTOM At ON PA1MSlYgF PHIS (BQ� SCM 13X v 5 ON 214' WOOD OFOPEWA: SCHEDULE 6N BREWS 9. '-OVF M a•E.• WOOD FH6UE ` S M>� �4 0. RwAML RWUEiFD AS .WPCKJIE tO 6 + ) OPfl6MO YADIN} ` „A3UMMI ImNCREtE. CIXtCR[TE NE•IUTAEO �(�_. '.:' .i; ....;,::?. . - ♦ . t¢: �k"'. ::. ^'., SHOCK NN 9'd' WOOD 17EVE \. / ; - (2,(t ORLE3 - (1 j t i 1 w rMaaa9B PnoNr r VARIES . .. jed PM%UAX TO uu ("EVER cut Be pAmW X • eo OKTANCE �_� �••--�`-� 'ilk 1 t _ rr— J r— -- -- ,NA, CASE G (PLAN) .�/j SCALE 1/4•_1• III FOR DIRECT MOUNT NiSEAUATKN'1 ONLY R 't�A C•M� � .•�•1GENS' J',P - f •', CERTIFIED PANEL INSTALLATION AT WALLS W/ ••; SURFACE LEVEL VARIATIONS Atli 3/4- _ No. 44167 H * : Ar : * = FLORIDA DUN DING CODE Non High VelocityNurriAQno Zone •-•. SASE E (PLAN) CASE F (PLAN) _ , �+Z eaaaD T6TE0a NC 24 GAGE GALVAKEED STEEL STORM PANEL ttIWIM•g,'. SCALE 1/4"-1' SCALE 1/a•-t' 1y�if`"• fCOR(OR i �4cr a`,,; ` IL E C O Rllc. GLOBAL PROTECTION PRODUCTS, U.C. ,X. --- HATHIN�Hy TGLR ` AOLAPArY afm SW. 9Y sww e- l" 3%•'EtA rw s. A IrPNI a A a,IP GW■. ti ]33/1 24-175 f F:.0 aNm Pn-,aM a HMG M,-,w mom (wMO-7614 I (m4)6*-BTA ' MW ,N iM,PYl11 TM: G-e0DR7tREKF EE SUt/9tlFWt>l0[!DA[ rAld A nJn Ar_ PL '7`"e SHEETS mill, IT N � MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPOHDIRG MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL (%, INSTALLATIONS INTO WOOD _ STRUCTURES (VAUD ONLY FOR PANEL T@INSTALATIONS AS PER ALTERNATNES 1W THRU 41N, ON SHEETS B Lk 7) MAX AS.O- DESIGN PRRATING ESSURE MAXIMUM ANCHORS SPACING FOR E.D. • AS SHOWN ON SHEETS 6 ! 7 APP TC OABLE(R,1 T � OF DIEM LENGTH (n,) TAPCON LAG SCREW PANEUMTE FEMALE IO PAEUAATE PLUS MODO asho; 13" Ir ,3• it 13 1W No) Ir Ir Ir e ,/2' 8 1/2• 6 1/2• 6 1/2" (LOP) - - 8 1/4• 12 1/2" 6 t/4' (BOTT.•) SOR e (TOP) LESS e- 1Y -_ 13• IS• trOR tJ` (/aTo,,p,)�.,� IRA 13, /J` IS` 13' 13' 6 1/2` le (TOP) _ Ir 13' it III(BDFIGM) B 1/2• _ 6 1/T' 6 1/2'-- a 1/2• 6 1/2'� (TOP) _ -- . e 1/4' ,2 1/2• 8 1/0 (B01T♦) >SD' 4 1/2' a 1/T" - (top) 14•-4" t/2" - 7" - 7' - SR UIGItOM1 ,O t/2• t2' _...12• 4' W M 13• 13, _ 13• 6 I/Y (BOTTOM) • SEE TABLE /1 FOR MAX_ A.S.D. DESIGN LOADS h AWL. PANEL LENGTHS WHEN SPACER S USED, CARRESPONDOW ONLY TO ALTERNATE 2W ON SHEET 6 MAX. Al, DESIGNAqualoorm URE RTIW MAXIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 ! 7 APPLICABLE. i0 AH' OF ,Hf1 PANEL IE-V (ft.) TAPCON LAG SCREW PANEUM7E FEMALE ID PANEL3BUSHING/3 iE PLUS won BUSHING lr 13• 13" tr 1R (TOP) _,r 6 1/2• 6 1/2• 6 1/2' 6 1/2• 6 1/2' 2W (TOP) - -- r --7 t /Y- - - - - 6 1/1 ... - 12 t/2" --- - --- _- a a 1/4" - 2W (9OR!) ---- (mP) S'-W OR LESS 7 1/2' e 6• a e ]w (BOTTOM) mo (TOFU «45. -Ib ♦7S. -75TO Ir W 13 73' 13' Of (BOTTOM) IFtS' 13' Ir_ IV Is,Oi it 13• -� Ir 13, 6 IJa' to (BOTTOM) 8 1/2' 6 1/2' 6 1/2' 6 1/2• 6 1/2• 2W (TOP) - - 6 1/4" 12 1/2• a 1/4' (BOTf.•) > TO a Ill 5' 7 1/2' _7 _/2:-_. _ ^.' 311151 S 1 • A '12' IS (TOO) -- it Ir Ir 13, to• 4w (6DRCM) • SEE TABLE /1 FOR VM. A.S.D. DESIGN LOADS & MAX. PMMEl LENGHS WHENTSPACER 15 USED, L'O ING ONLY TO ALTERNATE 2W ON SHEET 6 JeeIF.lL A AlDESIGN LOAD LENGTH L 40 PSF OR LESS > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO 80 PSF 5'-10" a MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE �O ��{AGApLE�pI�D OR PANEL MATE PLUS ANCHORS A W/ V ::dT'_' :'-HI,A' 1/2" O,C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL n INTO POURED ONCRETE OR CONCRETE BLOCK STRUCTURES 1/4'W TAPCON_, - .DO3TNC P0UREO r ITa r TAPCON _ .POURED ANCHOR a aG COCONCRNMUEE Stock ANCHOR 0 9 0 C r ## CONCRETE BLOM REO,ARED. � REOHXREO. G = -C2) 1 t/z• i/a• ( _ 1/2- BITS' ED• ,.i`v I EOr q■ t1srw,'re U EX1sIrw POUR(➢ E.D• RCONCRETE M.00R ED 1/4.0 PA1Vta P1UJ•'T... ANCHOR SEE *ffM 19 r It FO AKHOAS TYPE r SPACER• FOR MPAUAI*n KID YOm FRAME GUN W W 1AHIMN ANDIN SPA= S AND VMM El1EE OWAMM ARE MONAEO ON THE SCHEDULE. TOR LD LESS THIN OO1CAm ON SCHEDULE FU= ANCHOR SPRING BY WA"4"4 SPACM SO■M O SCEWLE K THE FOUOWM FACVM PW %M OPOMT M TO K POSOWL REIGUCED SPNCW ODW" U04 FACTOR SHALL MOP K LESS DHN N "WN WVCW NDGTM MR EACH ANCHOR rm ON THE SCEOLAL TAI@I A.A. rover MOOS aPrna (PHI 3 3 -Prrurmv I3MMNF P.) 3 3 11e1.,TW W ttr:rPM SMN CL) ] 3 112 Amn m own OW new .-_.. -.- 7+jS•... .ALL 3. ago f.m E EXISTING POU(Im 1 f t CONCRETE m T RERQUIED 1/4`0 PANELMATE1 _ - ANCHOR (BEYOND) divmLEL WALL MAIM NITMIFYC SCALE Val •-- CODE MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR NORM PANEL (1) INSTAL � MIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL OI INSTALLATIONS AS PER SECTioNS 1 THRU 6. ON SHEETS 4 A 5) MIX. Al DER PRESSURE M (PA I') VAX*" ANCHORS SPACING FOR MN E.D. PER SCHEDULE BELOW AAPPUCABLE YAXNMtW PAtEl L04 M (ILI MINK. AS.D. DESIGNSECTIONS PRESSURE (D.af.) MAXIMA ANCHORS SPACING FOR MIN E.D. PER SCHEDULE PLOW APPUCAM t IIA%IYW PANEL tF fH (L) TAPCON SDUD-SET FFSLILE IO PAR�TE 2NMC-iNUN CAI A 1, TAPCON soLD-SET F N °PLUS � 21K1C-NNIW CXN-w m m 13• m 13, 13' m Ir Ir m m W m To m m ro ♦ -49 A0. OR LESS 13• Ir tr IY lr tY 13' (TOP') 5,-6, OR LE35 43• to +44, _65 13" tr tY 13' 13' 1apam Y IY IY l Y 13• fY /1 t h t (FOP) OR R� tr tr 13 ,!• t3' Ir U• U' ,3• ,]- ,3• I U' ; (BOTTOM) ,]• ,]' 1]' 13• Ir IY Ir it it 1r 13, is 1/2 t (BOTTOM) tr )' iJ" U� IS' TO. 3'� t]' IS' ]' i!' IS' 2 (TOP) tr 13' 13' it Ir 13• ,r Ir tr r tJ' 11 t/T 2 (TOP) tS' , J i}• 13' 1 ' ] 1 ' 3 t 3 U' t3' tr tr • 13 2 BoffOM ( ) 1' S tr tr 1 Y t 3 1 Y i1 73' IJ' tr U' IY IS' tr 13' U• 13• 'r t!' J (TOP) U' tJ` tS' 1J' 13• ,3' 1J' Tr tr _13' Ir it 1/2 $ 6 1/4' 6 1/4' 12 th'12 1/2 - - 6 ,/4' 6 t/4• J (110T1OM) - - 2 th•12 In 6 t/4' 6 t/4' 74 1/]'11 1/ - 6 i/4' 6 t/4' ] (eOITOM) b' e• e' 8' 6" r B' r e• 8" e• 7 1/2' a (TOP) 6' S 1/Y e• e' e' S 1/2" r 7 1fr V e' r Y 1 (TOP) e 13 tr e• 13 B` e _ e' _ I)DTIW (BOTTOM) e iJ t]'_ - 1}" iS• e 6• S. a e• 4 eoT1aM) IY_ 1J• 1r Ir Ir t!• 1] 1] 1]' tY W" Ir - 71 I/1 11 1/ (TOP) S (BOTi01Q - 13 IY 13' 11' t]' ,J' i!' 7! I3• i]' 13' 13'_ Ir 13• 5 (TOP) s (BOtiOM) 13' 13' 13" _i3' : ,Y 13' 13 tY 1r tY 13' it 13• Ir ,3' 13' _IS_• 1]' t3' 13` t3 - _'3' _ - 1J' - tY 6 1/ a• IS' 1 {' 6 / a (TOP) 8 !') 13 IY - f3' 6 1 a / 13' 6 1 { / tr 8 1 4' / t3` 6 1 a / it - IS` - 1]' - IS'. 1]' 11 1/2 b (TOP) - - 6 1/4 6 1/4" 6 t/4' 61/1 - .- - 5 14' / 5 t 1' / 6 eDTT.•• ( ) SJ' S' 1J' 1D t/Y lr 7• t3• 7' 7 1/3 5 1/2 13' a 1/2 i (TOP) m 14-4• Ir 6• 13' Ir Ir 8 1/2• tY 6 1/Y f 1/2' 6 1/7 I]' S I 1 ) >S,_r t0 IS' r tr 13" 13' 9 t%2 tY 9 1/2 10 1/2 7 1/2 ,r r I (BOTTOM) Ir 7 I/Y Ir 13 IY Ir 1r to" 11• ' e• ts' 6 1/'1• 1 (BOTT011} 13' S• 13- 10 l/2 Ir r 13• ' 7- 7 1/2 D 1/2 tr 4 1/2' 2 (TOP) IJ• r Ir 1J• u• a 1/2' 13' 6 1J2' 9 1/2. 6 t/2• ,r 5 1/2. 2 (TOP) TS' r 1J' 13' 13' 9 1/2 13 9 t(2 10 1/2 7 1/7 ,r 6 1/2. 2 (BOTTOM) 13, 7 112' Ir tr Ir to' IY IV it' � r it 6 1/2' 2 (BOTTOM) tr 7• 73' - 13• tr 9-1/2 ,3 9 1/2 10 1/2 7 1/2 •r b Ill 3 (TOP) I 7 In' _u• ,r Ir IV tY 1( If* e' 1r 6 1/2' 3 (TOP) - - t2 1/2 t2 1/ 0 I/4' 6 t/4' t 2 1/2'+6 1tjs' - - 6 I/1' 6 1/{' - J (BOTTOM) - - 2 1/2' 2 L/ 6 t/{' 6 f/4' 2 t/ t2 I/2 - - 5 1/4' 6 1/4• 3 (BOTTOM) 7• ]" 8' S 1/2' 7' J 1/r 8• I 4• 4 1/2• r 6 1/2' 3• {RCP) I ,/2' J' e' 6• 7` 4• 8` 4' 4 t/2• J t/Y 8 t/2' ]' 4 S 1/2' 7 1/2' 4 (801701 6' -- e• 6• e• B t/TI 7 1/2* (BDTTL7Y) Ir 7' 13' it IY 9 1/2' lr Y9 t/2• 0 t/2 7 in, 'r 8' 5 (LOP) 13' B 1/2' _ tr 13' tr �o- tr IF 11• e' 13' a 1/2' 6 (TOP) 13, 7' 1J' IS� tY 9 1/Y t3' 9 ,/2' 10 1/2' 7 t/Y t3• 6 t/2' S (BOTTOM) 13' 0 f/Y IY 1J' 1J" t0' 13' IO' ,1' r 13' 0 1/2' 5 (WTWN) 10 ,/4 tr 13 Y 7 1/4' S 1/2• 1r 4 1/2' 6 RCP) tY 6" 1J' 13' /]' 6 t/2' 13' 8 1/Y f 1(r s tJY_ Ir 6 1/2" B (TOP) - i - b 1/4• 6 //{' 6 1/4' _Y B //1' - - - - B 1J•' 8 t/{' 8 (9ITT •') - ! - e 1/{' b 1 4• 6 1/1' 8 i A` - - - - 6 1/4• 6 1/•' a '^) sa FELT It MR ANDO" 1YP[ • SW*c f(W NWAWHHWO wm 1PODD R" BWDNNS • meme A ANCOR SPACMOS AW MN LWM EDGE DSM= Aft O PM= ON THIS SCHEDULE FOR ED LASS THAN 00"7E0 ON SCHEDULE REDUCE ANCHOR SPA04 W i"7*LYOC SPICING V406W ON SCNDXALE IN THE FOLOWEO FACTORa FOt THIS OPVW*N TO K PM&L REDUCED SAACIO OWUPEO ill"FACtM SHALL NOT K LESS nM MAX" SPALTO 94MOM FOR FACH ANCOS MDR I'm SCtMLU 1/4". Ili Ile. I/.,. Ve t/1 AIR51011 TWt --_ tlrtnl --- - 1ne-ao -....___ _ PJ1ia'°E __.�- /MIBYNC .. -- - D6tC-IA.N - - -- eAtN-N wwim N CHN WACW. (I,.) S ] 3 3 2 1? ] to ulureAt KfE N 3 3 ,n• Y ] ] ,J]" ] 6sTNr■MEW e0O1 3 3 tff ] r/r I3 tR 3 1/r ACIIK m mmu l FACTOR 1 ljr _ O14 - - - - - I Ile a3e 3- Itm 0.t6 - m -- 11 -- -- - _ I'm ,m - tm tm - S'PACINZ ONLY VAUD W!6]N SPACER IS USED. SEE Toi {i FOR MAX. A.S.D. DESIGN LOADS 3 IMX. PANEL WHEN SPACER 0 IS USED. 3' MAX. o.M..QQ . I Ii V °F O O 0 0 0 O t"J ----T ----m. 1 ! ! I I - �. TIT 44167 TABU- A "D. DES" LOAD �� PANEL Loam 40 PSF OR LESS I, > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO 60 PW W-10' A MAX. PANEL LENGTHS ARE Ohi VAUD FOR INSTALLATIONS W/ SOUD SET ANCHORS t W/ SPACER AT 12 1/2. O.C. 3Bm, aamo i.All 24 DACE GALVANIZED STEEL STORM PANEL MLR. L EC O rNe. GLOBAL PROTECTION PRODUCTS. LLC. V9m LW St s1 . OWE. TALL p1�'aocmAO Lr 3E ,IAHIM aN.NIIA 2TN 2D-ITS qof—OIN Nr-WH N,OIL (9e416M-70W{,, fM(NI)9S1-B7'93 - --_. _---ANCHM (SEE SECDONS r ALTERNATNES ON FELTS 13, 14. 15 4k16) -. r R-tA/13. R-2AVi R-3A/14. 11-iB/13. R-2B/13, Rr MAX38/14, X r�'R-1k i5. R-2AW/15. R-3AW/16, 117*R-18W/15. R-2BW/15. 11-3801/15. 1� L✓2 i 1 4Y-20W SS. BOLTS W,@t H L. (USE FOR PANEL LEN6I11 MAX OPANEL LENGTH, - 09ER T-ll O 5aMALL t, I : uRECUREGM STOR PANELSi o +Sao 40o PAi trilm � ___ __.__I _______________ (W °YE7ILAP MID PANEL T) FFIIY�J(1 I j ' LIFE SMETY $CORN PANEL - 7'-r a +50.0. -54.0 PAL./. O'LifiAP LED PANEL LENGTH Boo A A ss. BOLTS w - - AT V _ I . L2).$1_ '___, �_, ,__ __ __ __.__ TION PANEL eDnoN cQRNERs O -OyEplAp_. i-OVE1RAp- OT O WING NVT AT _; OffERIAD _ _ VN'10 NUT AT 3. WX LEFT PANEL iCJ,S� RIGHT PANEL 3' iAz t INSTALLATIONS ONLY VAUD FOR WIND R-1A/13, R-2A/13, R-3A/14, R-1B/13. R-n/13, R-3B/14, ,' YIN,; SPEED UP 70 170 mP.h. R-iAll R-2AW//5, R-3AW/16. R-TOW/15. R-2BW/15, R-38Wf16. .__ACHDS (SEE SECTIONS A KTOMTNES ON SHEETS 13. 14. 15 8116) .. __- .... 1/4• MAX. CAP LIFE SAFETY STORM PANEL p ELEVATION (t) � SCALE 1/4'-1• . LRJ REGULAR 2.ee7" REGULAR STORM DA/EL (HALM Qk76AP -i 111i VALLEY) STOW PANEL ` •. L: ILI MAX LIFE AF PANEL 'a # . # FLORIDA BUILDING CODE Non High VelocityIi Sent EXTERIORa �E� ��UA(0► r''t��e4`=` aDDto,at00o "A 24 GAGE GALVANIZED STEEL STORM PANEL G� � ?- IL E C O ENc. GLOBAL PROTECTION PRODUCTS, LUG.•• 07/ SECTION A -A T . Y Rem S.W. 51 stmv SCALE 1 a"-1' • ! •�� µ,R dIF t. r i. N�rIP OYgGIL K 1)W ( I11NE. FL 333t• ,20, / . OW .H-,atf PNI Pr_ro, MOVE. Sea)F99-7Ma FNI 0)54}N9-NK7 -- - INSTALLATION DETAILS INTO T - FOR LIFE SAFETY PANEL WOOD STRUCTURES -- A-) - W�Oppppp OUMA 0 FARN[O_ 0 _ RW-. I W000 ULFA'DER -TiE0URE0 1 f 4Y TAPCON Oar O.C. - ) ,Teo TAP. ANCHOR Si 9' O.C. t11Y TAPCON IH ANCHOR Oj9•i0.C- H 1 4Y TAPCO/ a 9. O.C. III' MAXMAX i t/2• 1 f/T• i/. , Min. i �• MGL ; YM �« i fl i Ai B L eEl■`r i_-.__ 'i1:-... x :..... �S� IY W L771Si1{'�.q ODIH 43 _. I - M fERA/ri5� 1 GLASS n-. ✓' ¢'- mWM p01 7-eT F t r ■ 1f 1 6 1 i• MAX 11 N A e. PANEL LENGTH 1' MOr f (SEE ELEVATION I) GM PAWL IEN0 1 1 ON SHEET 12) R (SEE ELEVATIONELEVAION p T _I •a.:- - _._.. .ON SHEET 12) R A 1 v a ..__.. 1• _ ..._' -�--. I--SEPARATION-_T_ RN'___S'EPARATIO7' O W , If. ■ TO GLASS. 6 Tp CUSS. 1 V1 %� TO GUSH - p r^ L� 6 r` i 1 j I. ' j p . I NRa P N' : Ni ra w'NL O 1(�-N 1 IeaP OaN 7•dU tl 1 tl ) 1' `. _.-= /• ---.' 1 4m1 P I ' PANEL LENGTHR .. ON SHEET (SEEi712) 0 ; E _._ 1 1--SEPARATION i V2 TOGLASS fl i H 1 1" MAX. 1 __3 PANEL LENGTH 1 8' ON SHEETAT 2) 1 __ 4-- - - _ _.'E r O 1 1 ! - C1 6. t� Co. .�: t t? a ' E0. -� on f� - Co. r t Eb ( ._ t.... a 0. ' ANCHOR • 9. O.C. 1/4-0 ON t/4Y - ANCHOR 9• G '. STAGGERED W/ STUD I' S1'AGCER£D W/ STUD /AFrjE6M 1 0 I NEX ai r BOLD ♦ at. E10. 1 1/2' •T a• ,. t 1`:4` n040_. - I: F _. !_ • K2XvAy,1��/O MS lam I _ _ jj4.0 IWWN WOQO RrE'7 ANCHOR O 9" O.0 WATE REOUWED _ . _i/4Y TAP ANCHOR O r O.C. ( _ 0;W000 — 4Lift 1 — WALL MOUNTINGS SCALE 3/8-1' 1. INSTALLATION ARE ONLY VALID FOR A.S.O. DESIGN PRESSURE RATINGS (III AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. U1LDll6LIFANJELS •�}�RA Tit 4l 4 EN$ '•` . 44167 ££ _ STATE 0 BdAIlYrETr pt WALL. MOUNTINGS SCALE 3/8-1- FLORIDA BUILDING CODE Non High WI "Is no Zone) am Elam ec 24 GAGE GALVANIZED STEEL STORM PANEL oM.x'n BALL PROTECTION »/t7/2tlm IL E G O MHO. PRODUCTS, uc. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD'•. MEMBERS TO SOUTHERN PINE No 2, W SPECIFIC / OF 0.55 OR EQUAL O,t: FiURf�Wv� Rem MIAN,.Ir.3E.NLIA,ANN,NW DNE.K.aA1"20-ITS .PCHAI (E6NMK-75,6, •--M P.�i,Ar. u-a I Me ir. st 91NEET fNl (m4HXE-NR7DENSITY aArPNc NP: RAIN ibE/03/t rA.rOR A NttX /T A.. P.L i A•'A'"iR NU STOUT +S O It MAXIMUM A.S.D. DESIGN PRESSURE RATING (u.ss (A) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR NORM ,PAN 1 INVALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANI INSTALLATIONS AS PER SECTIONS i THRU 6. ON SHEETS 4 & 5) MAIL AS. PNESSIRE RATING(PAI MAM N ANCHORS SPACING FOR MIN F.A. PER SCHEDULE BQUW AINi�ICABLE Al PAtEL IENOtN , MAX OESOND. MP E TING MXMN ANCHORS SPACING FOR Net EA. PER SCHEDULE BELOW NN'UfABIE PANEL LL7lMr•TI 01) TAPCON 40UD-SET FEMALE D PLUS 2A N -N TAPCON SOW -STET FDA4 E ID PUS WHOA NNI.N WX-w t m ano lnf m m m OMIN mDMC Cra"(p,0.t.) m m m I9 10 m Wa 94-N >♦ati -6D TO «7S. -73 Ir 11` IY Ir 1T Ir t3' tY 1J' 12' 1J' ,0' 1 5, r OR LESS To «ILL-11Le i!' S' 73 ' t t 0 73• 61/I' tr 6 1 h 7 1 1 S /Y 13' 11 2 / 1 (TOP) 0'-6' OR LESS Ir If* is' 13• Ir 13• 13' Ir Ir 12• U• IV t (mR011) 13' 0 1/2• it Ir Ir r 137 r to' 7 1/2^ Ir r i (DOrmm) , 3 11' t ' 3 � 1 ' 3 t3' 1 Y 1!' tY 13' 1 Y 13' to • 1 (TOP) I ' J S' 11 ' tot n t _ 3 e t /2• i3 6 t Y / 7 t 2` / S 1 f2 t3 { 1 /2 2 (td9 tr If- Ir tr Ir tr Ir tr IS, 12, it 10' 2 (BOTTOM) 13' r I]• tY ,Y 9 1/2' it 9 t/r IQ ,/2' 7 1/4' I3• 6 111 Y (scami Ir n' t3' 7]' 73' 13' i3' IS' ,3' f2' 13' 10' 3 (TOR) 11' T !3' : ,S' tr 9 1/2, Ir 9 I/2' 10 t/2' 7 1h' /r r J (TOP) 1R 1/2't2 1/2 6 5/{• 8 t/4' 12 1 ,2 117 - - 8 t/a' 8 Ill 3 (NCI M) - - 2 1/2 2 1/2 6 1/4' 9 I/4" 2 1/2' B 1/4' - - 6 1/4 6 I/4 3 (BOTTOM) - H' S. ■. 6.- 8• 6 t/2• 7" 5__ 8_ 4 1/Y A Dmp).. r -a. 3' _ e 5-1%2° �' 3_!� ._ a•_... 4_ 4 1/2' r b ljr 2 111 4 ATOP) e' t' t3 6• - _ r - 8' 8• .. r - e' �... 4 ((ORMIi 1 3 - 6 2 1 b ;/2' I ' 3 - 8• - e' - S 1/2• - r (HOTmM) _ 11 _ 1 1- 3 13' t 2 t 3 1 0 S (TAPS t ' 3 13' 9' 1 ' 3 9' 10• 711/23*- 6' ) I it t3' 13' 1!• it ,!' tY q' 10• S (BOTTOM) tr T tr IS• /}• 9 t/2• 13'._ _(TOP 9 1/2' t0 1/2. 73' 6' taDTTLN) 1] _ tt' _ 1) 6 4' U' O ,/f' _/!• 6 1/{' i 73• t]' tl - 1S• +Y IY t0' a (!OP) U' S' 11' O t 7r 6 1/2' tr a 1/2' 7 t/2' S]• 4 1/2' a (TOP) 6 1/4' - - 6 t/f' 8 t/4' 6 (HOT!•) - 6 1/{' 6 t/{• 8 I/4 6 1/4• 6 /1' B i/1' a (e0ft• ) IS' 7 1/2 Ir Is' it IV Ir it ,1- 8' Ir B ,J2 i (fOP} 10 r-D• Ir !• tr to 1/ Ir 6 7 13' 6 1 7 1 S 1 Ir 4 1/2' 1 (TOP) >,-f, TO T-S- ,3' 7 1/Y IT U' 1]' 10 I/ 1r 10 1/2 It 1/2' r it 7' , (905TOW — it 6 Ijr tr IY tr 9• 13, 9' tr 7 1/2• }r b• 1 (BOngO 'a. 7 1/2' Ir Ir 13' IV ,1• t0' _ tl' e' +S' b 1/2, 2 (ROES 13• 5' 13' TO t t]' f ,/7• U' a ,/2' 7 t/2' S t/Y t3• 4 1/2' 2 (THIS 13' 7 1/2' 3 Ir 13' TO 1/2 Ir 10 1/2 1 t/2- 8' 13' Y Y (BOTTOM) 13• 7• tr Ir 13' 9 ,/i• tl' 9 t/Y 0 ,/2 7 1/Y tr 8 1/1' 2 (e01T0M) Ir 7 1/1 13' Ir 13• to 1/2 it ID 1/2 11 1/2• 0' ,Y r 3 (TOP) Tr 7- 1r Ir tr 9 1/2• 13' 9 111' t0 f/2 7 Ili Ir or 3 (TOP) Y 1/Y 12 t/2 b t/{' a t/4' 2 t/Y 6 ,/{' - - 6 1/4' 6 tq' 3 (BOTTOM) - 2 1/2'72 t/2 6 ,/1' 6 ,/4' 2 //Y 6 I/4' - - 6 t/{• 6 t/4' 3 (80170N) 7 I/2' 3 1/2' 6' r 7 1/2' {' e• { 1/T' S' 3 1/2' r r {(TOP) _ 7" )' e' 3 1/2' T 3 t/Y a' 4' a 1/2" ]' a f/Y 2 1/2' - (TOP) 6• _ 6• _ 6• - 6• 6' _ 5 1/2' - Y - MOMM) 17; 7 1/2• Ir I}• tJ' /0 i/Y 11' /0 1/2 11 1/2 p• 1]' Y b (TOP) Ir 6 tJ2• i3' 1Y IY r t3' D' f0' 7 1/2' (LOPS 1}• 7 1J2' 1J' t3• lY to t/2 lr 10 1/2 t 1/2 8• Ir 7' S (BD1Tau) 53 r 13' 13• tJ• 9 t/2` tr 9 IJY 10 1/1 7 1/2- Ir IV 5 (IAt'fOM) 13' 7 t/4' t]• U' 13 t0 t/2 ,3 to t/2 t+ 1/2 B' U' T 8 (LOPS t3' S' /Y lr a 1/2' IY a 1/2" S t/2' t]' a t/3` (ROES B +/1' 6, a' 8 I/1 6 1 4' 6 1 4' b t/{' 0 COcil •y - - 6 1/4' 61 4' 6 t/{' - - - - b t/1• 6 lf4' B (eO(.•+) SEE SHEET I I FOR AMOICO TYPE a SPACING FOR HST# 3 TOM N10 W W FMK O1aDIt06 • OOMW AMOCO SPACOM AO Will A OM MWMQ AM POCAM ON lO5 904M" FOO E0. UCO THEN MrAt2D ON SCNEDIAE RM= AIOM SPACJNO F IRx.hPUAO woo* MOIR7 aN SCHEDULE 6Y THE fODUM O FACTORS. "0 THIS OPM MN To K MOSEL RMM Will O ORMED UNC ,ACM Sa NOf K LESS RON WWIM SPAYING OOEAM FOR EAO1 ANCHOR BITE D. n1s so"%L +p: ,,•: r/•Y 1 .1 If1•..- t/41 ANCHOR TIP[ WPM - 9oo.•aT _. - nMrP•NNN91 - _ ChAl A� IMEAN ANCHOR SRA= (IK) 3 3 3 3 2 t/r 2 ,n 1ANMiM26N d•1 3 ] ,R' r a 3 I/Y 3 NNAW 4 @OR emt e. a ] 1/2' 3 T/2' s 1R 3, AfR1AL ®BE O.OfLE 0. - FACTOR ,p• 030 - - - - - 3 - - am •• SPACINGS ONLY VALID WHEN SPACER i5 USED. SEE 1 FOR MAX. A4D. r'. DESIGN LARDS k MAX, PAl�L WHEN SPACER (T�) IS US®. 1eat.lL A A.S.D. DESIGN LOAD MA1<IIR11I P LENGM 40 PW OR LESS 6•-8• > 40 1 TO 50 PSF W-2• > 50 PSF TO 60 PSF Y-10- A MAX. PANEL LENGTHS ARE 01I VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS k W/ SPACER AT 12 1/2. O.C. INSTALLATION INTO DETAILS FOR LIFE SAFETY EL Ct� PANEL STRUCTURES POURED CONCRETE OR CONCRETE BLOCK ,//Y TAPCON _ DlFST9R; PWIWD ANCHOR O 9 0. C RETE OR / CONCRETE BLOCK REOLWJDD, 1/4•0 TAPCON .. ANCHOR a V O.C. f E1LISmIG POURED NC" OR CONCRETE BLOCK REHIIRE0. t/4'0 TAPCON_ _ ... ANCHOR O 9' O.C. -A VATTING POURED K:ONCLst OR CONCRETE BLOCK REHIRED. 02 _. 1 ED6 1 ■ 1' Mill I I--SONATIDN- I _ _I IYxF1' Ex4TN�R TO CLASS. l ,O GALSS 9. 1. ) 9 t f - 1 l6Nn, O,Q 1'Tj 0 I 1 N 1 r 1 N 1• P p I n L (, I AMfI LENGTH H(SEr OEELEVATION 122)N I 1 ( L/2 eEe 1 1 :II ED I 1 aaVr , � 1 3/4 .. __ _.. �..__ __. ) L I/1'6 UPCOM� ANCHOR O 9. 0.0 D5T91G PORED CONCRETE OR CONCRETE BLOCK REC1ARED. SECTION R-1A 0 REGULAR PANELS � /1 T.6 s At EA 1' MAX. 6' PANEL LENGTH (SEE ELEVATION ON SHEET ,4) N 1 ' I �/•'' 1 ,_01 1 r ' e E lim DC is i %r . 4 1/4.0 TAP _ ANCHOR o 9' OC. EXMnK POURED CONCRETE OR _ ..-CONCRETE BLOCK REQUIRED. ��EITY-PANEL $EE MOM ,5 r IB FOR MICRONS yp91A 1W[ t/t9 TYPE Al SPACING FOR WPAUATONB OM TAPOOIH ttN.9AL ANCHOR 1•WCAN (x) ] ill = FAME eAlXO■IOL MOM" ANCHOR 9PAWN05 MA MNUM .,,,W-q,qm, 0—ft 00 Wei I OIrNPY I,NA Py EOKr pB/ANC[ ANTE H16UOAJlD ON THIS SCIEDFOR E0. LEES NNW RNDCAI[D SCHEDULE. ON SCHEDULE REDUCE MOM SPACM 1 9Y M1K1PLYIVG $TAnNG MIONN aH SCHEDULE or THE FOMDNNF FACMK MR roK OPERATION TO K POSSW. AMM M MlBeQ I►d) FRNWR , ,/r 0.1E STNAC 1G K LESS 7lYN 2 7/Y aN Iwo Iwo" SPACING rm SIGN FIR [ACM ANCHOR TYPE D/ TH4 SPEDLLC- 3- DIP p H C-If If 11 II ' 0 1 N B 0 SEPARATION p To GLASS. X VJ 1/4.0 TAPCON 0 _ _.._> STIR: Pg6tED ANCHOR a 9. C IaR i REWMRED.rBLOCR O�iOH�GP t'�7 X X N 1 1' MUf, r PANEL LENGTH 9 - (SEE ELEVATION 6 ON SHEET 12) In D L/2 �0, 1S 6L,5 • Mu 1• MAX 6' PANEL LFNCIH (SEE ELEVATION _I ON SHEET 12) EO€.�> t�/P ,4'2KNL�yA•o ILL SETS t,.Qj oftn w•(+e firr. •it1 O.0 i,2, 0.C. I/{•a TAPCON '._ (/4"I TAPCON ANCHOR O 9. O.C. ANCHOR a r O.C. _ 0251 4 POURED CONCRETE OR EYISDNG POURED CONCRETE OR ..CONCRETE BLOCK REQUIRED _ • _-, .._ CONCRETE BLOCK FCOLMt D. REGULAR PANELS E �tilL.0 WALL, WOUNTINGS SCALE Vl HmNEFF.,.. 1 INTO WOOD STRUCTURES HEADE- - PER - 1/ {'• TAPCON T/1'0 TMWN 5 �1CHIOR 0 9' O.G 1 / ,7 ANJIOR 9 r O.C. 1 .;.. 1/2• 1/4• , ,� 1/2" ,1/4' -.. T B I 0 AT wn ExST1N" I ''.Y_3at' A 1/ �• i A, iL C1A55 p l dp ,N r N E>tSfn� I 11 1D4XH O,G Yii 9 It 1 e• Il PALTER LENGTH PANEL IELENGTH A I ( ELEVATION X G 1 (SEE ELEVATION ON SHEET L2) :=-:T-- ON SHEET 12) NX 11,' mill M-ioG1A55. 1 �1 IF---�PARmi a') ATroN_ I 'j ` eaWOC r •aVr ac I EIO -. EO t YN' WOOD 2 xt' - - PUTS PLATE REOUMM 11 PANAIMATE PLUS ° E0 - 1/4.0 PAHELNATE PLUS _ - ANCHOR a 12 ,/Y O.C. T 1 ANCHOR O 12 1/2. O.G. ,.. .,' l �fgNATIVE R-3AW O REGULAR PANELS ,DEL ,NHI,IHRHIIMIFA WALL WUNTINGS,EPA TI[[/r SCAT 3/8-t• ✓ } ' vCEN4t .9 0 44167 FLOM" BUILDING CODE Non High Velocity Hurrkll Zone ' ISa J.P. }. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. ? 4•. STATE OF j�Ft 24 GAGE GALVAMREO STEEL S101BI PANEL GarN e, DESIGN PRESSURE RATINGS (iwil AND PANEL Esp�;• FCOR r DECOENS. GLOBAL PROTECTION PRODUCTS LLC. I/Ft/3Ka LENGTHS AS PER ELEVATION ON SHEET 12. t ° ••••••I■O EW 2. FOR NEW W000 FRAME CONSTRUCTION' WOOD Le.6, 1471UN ALW IMAM. ft 3A1{MEMBERS TO BESOU TERN PINE No 2. W/ SPECIFIC unMMHu,aAI / N... tlNl N�-1�e' r.: Pp m-,N, PHoz (9a.)tr-tsw FAA: (W)SO-M? 20-175 DENSITY OF 035 OR EQUAL. G„O00e""'j,R PIN.. .w•+ Ma MN. .+� r °"""R "' PL KK/sONAIYIF./OAR PM1IE,t A lug A., Pt PW IN ^W W CIO O_ U Q O O O OCU O ^^11 W O `o O cc / N •� to V s` Q0 0 A••� L CuO CD.Q ._ Cn Q r� N M� Z i f.La ` Sill; C q 02 �y 19 2e y L6�pLyf .. -cc -FOr �s 3 Ell L_t D9 . v at � .a<7 C3 CJ CD C SHEET NO. SH 1.4 F-VM" 11*11 ANCHORS -(SEE SECTION EZI & ALTERNATIVE EZIW ON 54EET 18) -3 INS, C9,I(SEE NOTE 2) 09(sa I, m- NOTE 2) ALUWNUu --Pop FIVE, --c, _O 0 r1li . _IMPANEL A' 2 PER P 'ENO PANEL) I RICO PANEL) (INTERIOR PANEL) (INTERIOR PANEL or (END PANE MAX SEE' NOTES 2. 3, 4 1 1 SEE NOTES 2, 3, 1 6 -W j a PAN LE _111 P.f /4 - 1- ANELS /11 I f_._ • 11 t I I S IS EA DVEIRM i l I So' 1. _7_.�- 3. 4 f-I I I o A A 3. I' VN,, SEE 40T SEE PKYTE 4 3' U. SFE I. Norf 3 MCI SErTION EZ I & ALI(RHATIVE MIN ON SHEO 15) ,rTZI/18. w/m TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL Qj SYSTEM (t) SCALE: 3/32'-1' 2 687'(W D,114AP POSE V." 40A, GAS` -'F-1 GAP CID SECTION A -A SCALE 3/32--1- ENGIF\JEEr4lr\JG ENooNveRiPlIca EXPRESS PRODUCT EVALUATION REPORT September 15,2020 Application Number: 17859.1 - R2 EX Project Number. 20-31543 Product Manufacturer. All American Shuallims and Glass Manufacturer Address 11540 Donna Road Vilest Palm Seach, FL 33409 Product Nam & Description: 24ga Galvanized Steel Storm Panels LOW M!"Is Impact Restatent Scope of Evaluation: This Product Evaluation Report is being issued in accordance wNh the requirements of the Florida Department at Business and Prolessional Regulation (Fonda Btmkbng Commission) Rule Chapter 611320-3,005, F.ALC., for statewide acceptance pot Method I(d) The product noted above has been I "or *"hmftd as summarized herein to show compliance with the Florida Stmov Code Seventh Edition (2020) and Is, for the purpose Intended, at ill" equivalend to that required by the Code Re-evaluallon of this product &hall be required following pertment Florida Building Code modifications of revisions. Substantiating Data: A PROOM FVALUATM DOCIMEM EX drawing 02"1 M3 NOW '24ge Galvanized Steel Storm Panels (HVHZ & Non-HVHZ)', sheets 1-5. prepared by Engineering Express, signed & sealed by Frank Sentuado. P.E is an integral part of this Evaluation Report . TEST REPORTS Undorm static struchural performance has been tested in accordance with TAB 202 test standards per test repon(s) #BT-ASG- 17.001 by BbcAwAter Testing, I TIC. Large missile Impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 test standards per test report(s) SOT-ASG- 17-001 by Blackwatet Testing. Inc. . STRUCTURAL EMOPMIWM CALCULATIONS Structural anginenuft calculations have been prepared which evaluate the product based on comparative and/or rallonal ansly" to quaffy the following design criteria. I- Maximum Allow" Spent 2. Minimum Allowable Sperm 3 Minimum Glass Separation 4, Anchor Spacing 160 SIN 12- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954 ) 354-0660 1 (066) 396-9999 TEAP40ENGINSINING EXPRESS. CON ENGINIVAINGIEKPAESS.Com IIs :.AST PANEL(3) TO BE INSTALLED AT EACH OPENING SMALL ALWAYS BE PROVIDED W/ REAM HANDLE TO FACILITATE INSTALLATION IF INTENDED 10 BE INSTALLED FROM INSIDE Or STRUCTURE. NOTES : -.2=0 E-Z HANG STORM PANEL SYSTEM - CONSISTING OF PANEL + 7 Cont. TRACKS TOP & BOTTOM (2) END PANELS SMALL ALWAr5 RE CONNECTED 70 BOTTOM !RACK ONEVINISE A STOP BAR (9) SMALL BE PROVIDED AT TOP Of SUCH PANELS. (3) If END PANELS ARE CONNECTED TO Bormm TRACK, CONNFCIIDN SHALL CONSIST OF 1/41oo-70x3/4' M.S. W/ 7/8*00/32* WING NUT OR 1/4'*x3/4' M.n THUMBSCREW KID TAPPLID BOTTOM TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL. (4) IN CASE 1,1AT ENO PANELS ARE NOT CONNECTED TC BOTTOM TRACK (ie. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE. CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION t INSTALLATIONS ONLY VALfD FOR WIND SPEED UP TO l 70 In p I WENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable street has been used In the design of this product Separation from glaring is not required for installations outside of wind xone 4 and essential WhIfies Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously Isted 190 reporks), and is accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to mist Wind bads as indicated in the span schodule(s) on the respective Product Evskieflorn Document (19 er~ng drawing). Installation This product shall be Installed In strict complance with its respective Product Evaluation Document It a engineering drativing) along with ON Components noted liter". Product components shaff be of the material speeded in that product's respective Product Evaluation Document (i.9 engineering drawing) Limitations & Conditions of Use: Use of this product shall be in 91fid accordance with the respective Product Evaluation Document 6.* engratering drawing) as noted hersin ALI supporting how structures shall be designed to ne" SO superimposed loads and shall be of a material 11staid in the product's respective anchor schedule. How structure conditions which ate not accounted for In INS product's respective anchor schedule shati be designed for on a sita-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion. contamination. and DOW such damage at ON thines. This product has been designed for use within and outside the High Velocity, Hurricane Zone (HVHZ). Respectfully. Frank Bernardo. PE ENGINEERING EXPRESS* 4PE0046549 I Cert Auth 9985 160 SW 22'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM 0 E NotHEE A inGExPREs s. CON ENGINREAINGEXPRISS.Com L :T. L T_- K_ aorta zee Aim aZ N ttTIfig "rTi. . . . . . . . . . . W zt \s. u) _T .CIt11,C is -1.ow TFRw _a 46 U, 1A, 2 .1. I� 1.11 H 3111. LLI yi 1:1 A Mpg N, _-Ar- cux 7,1 a-s.- -n- IR I Now OF 1 _,11 777-71 - 20-31543 NIM Clow" inAzt. r -0 LF-Illi- N N 14IN INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURE 1/4'0 CONCRETE OLDCX ANCHOR 0 12' D.C. REOURED 1/4-0 IAPCON 114.1' NEX HEAD TEN WOW HEADER 114,1' HEX HEAD TEK FROM -SCREW ANCHOR 0 12' O.C. SCREW *64' REOURM 0 (64' FROM OF WGE OF EM ( 2' ED, f'/win. All - N. n. NO AAFEL It jr- SEF I- Ron. EUSTS" TO CLASS EXESTI EPARATION ALUM) POP POP NUM To CLAM. GLASS Rwilm It RW C1 I 0 iLN I I MAN- VAX N PANEL LENGTH Is a i PANEL LENGTH S, If T 01 I M. I' W. ..1/4*0- TO GLASS SEPARATION THUMMM 50% 'L Sol; 70 CLASS. OF No OF AC C THUMBSCREW E-D CO. IAAA 112 1 t-, 1/4*41 TAINCON ANCHOR Bi 12* D.C. 1,14'0 TAPC0_N POUREO 2*.4* WOW ANCHOR Is 12- GO, PLATE CONCRETE BLOCK Koutam REQUIRED WALL UQUINTING WALL MOUNTING SECTION EV ALTERNATM fj1W SCALE 3/8-1- SCALE 3/8-1- .HonHFNAy ✓ \AENAP FLORIDA BUILDING CODE (Won High Velocity Xurrkane Zone) MIN. Pm*i. LENGTH a.4741--.1 UIVIN, MIM 24 GAGE GALVANIZED STEEL STORM PANEL Ip 1. INSTALLATION ARE ONLY VALID FOR MAX. KS.D. DESIGN SMALL BE 2'-6" IN, BY IN PRESSURE RATING l/- 40.0 pe f. AND 6'-0* MAX% STATE W/11/te"N T 7� GLOBAL PROTECTION PRODUCTS, LLC. 11LIECOm PANEL LENGTH. DAM 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD Tom AND SW 11 SISCIPT 61AL F1 1131. MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 20-175 F 0.55 OR EQUAL DENSITY 0 IMANAs An ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED (PEEP. TO PANEL SPAN)_ TOP MOUNT (CONK - _11r TYPE AS RFQ'D) SECTION OPTTS IONAL 4'WASHERED -20 STITCH NXWITH "INGHVIIFASTEN® 0 OWN LOS 0 MIDSPAJ14 (LISE APPROPRIATE MAN TABLE) T 8 C, W PLAN VIE T r BOTTOM MOUNT I r4 (CONN TYPE MD) R0.391" MAY SEE AT St. DOTTOM TYPICAL VERTICAL MOUNT ELEVATION N T S. ELEVATION TOP MOUNT rrmNTVN Lnm AS REQ-DD ado AS ---- OBSTRUCTION (L=TION MAY VARY) I p Oi L M1111111111N I DI BOTTOM MOUNT (a NN_/ I anexi Cipm at LOW TYPE AS RflrD) OBSTRUCTION) PANELS 114Y DE 10IC141D AS REQUIRED, OPTIONALW'-20 MCH BOLTS WITH WASHEREED PROWDED THAT COMPIECTICN5 AND ANCHORS ARE USED W SATISFY U C%I WING NUTS FASTENED 0 SPANS ABOVE IN SEI - ICTION OVERLAPS 9 K DSPAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION PANELS) T(NOTCHED N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PA14ELS MINIMUM STORPA PANft SEPARATION FROM GIASS WWII, WMD ZONE 4 & ESSENTIAL fAOIIP.ES) OIL N Al ILBLI INSTALLAINONSMS (AISIALIATIONISCAEATER _=R, AN If 1 SPAN THAN SWASOVE GRAO( IMAM ABOVE 2 to 1390L�_ 6061. 2 IGT_ i3D DAn. 606. 2 16.n -/4S LNG o 646 A, I I -1 So 1"xi In 6.06 In I L::1(SS 131 43 2. 609. 6, 11 In- .172 270. t 613. 2 mw 7&AN Z:iLMtUULt NU I =): 1. EWER SPAN SCHEDULES WITH NEGATIVE DESIGN ICIAD 6 PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEME IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2 'PANEL FASTENERS' ARE STUDS USED IN CONJUNCrION WITH ALL MOUNTING EXTPOSRONS ('"RACK. STUDDED ANCA1. FICA USE 6.25' 0 C. PANEL FASTENER SPACING TABU VALUES FOR ALL -H'- AMD 'Lr-HFADERS INCLUDING BUILD OUT CONDITIONS3. NEAR NTER i10N eETri EN LOAD IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD, I ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD To DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED 2- SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTEAKXAT70N NET`WM LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD 3 FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN WM WIND ZONES I THROUGH 3. THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED. MAXIMUM ALLOWABLE Fl.* DESIGN PRESSURES: 04 Mil' AS NOTED IN DESIGNI DESIGN NOTES: I SCHEDULES r, 40 MOS eT E XD NE 0 PRESSU C NE U� ED us To T EM S 81 D!T RMI D R Z A, IN 9 E NWG IN RD PIM WITH THE A. ! M I DE R 1 IN it, it, ADA ASCIE7AN CHAPTER 1609 E CIPIDA BUILDING Do ME LESS THAN OP. ,, IrM PCIEGNSVIN SGN A CAP Y VALUES LISTED HIERMN FOR ANY URe ASSEMBLY AS SHOWN GENERAL NOTES: �:5iq I. THIS SPECIFICATION N E FABRICATED IN ED SIGNED 019401JOILDF at No ACCORDANCE WITH r THE it UIR OFTMEM NNICO SEVINCTILI EDITION r I M it USE A LKE INSIDE AMC. OUTBID �JIS MA47 102.MO YI IN H a TAS ZOI, 03%T PROTOCOLS, CONTRACTMES RV TE Aso M 'LL ALL CDC MAY APPLY, ,C. 2 NO 33-1/3% INCREASE IN ALLOWABLE STRESS MAE BEEN USED IN THE DEMON OF THIS SYSTEM. '. THE A "T1111GIN7,11,11.1 RECORD PROIBCI W A EFUNINUIRIT AS WITH A HT 1, 4 IS USED SHALL BE RESPONSIBLE FOR THE INTEGRITY OFALL SUPTORIVIG SURFACES TO THIN DESIGN WHICH SKALL. E COO HATED 9 0 RON By THE PERMITTING CONTRACTOR, 4. St MAT' st?�SFECUFIC S&= VIRRACE AMIN Sri� OR MUIKEO US ORDER TO 0 ATE M OR SPANS CO ED HEVIN.CONTACTTIOENGMIANDEE%=CRfN%SPAN ULATIONS AS Ny ]IN A LAND = I a 1 2 5 THE IDrlFrLeO HEREIN is GENERIC 0 00 NOT 0 ROME INFORMAITORPIPPIASPeCIFICSIM FOR MTECO DITIONSO�RC117FAGN THE CONDITIONS DETAILED MIRIFIN, A REGISTERED LLJ j 2 LWINSEP FUt OR ANICHTILICTSHALLPREPANIS SITE SPECIFIC OCCOMrNTISHFOR USE IN coNjUNCMN VtM INES OMmeNr 6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRIESSURISDIVIDEOGYA1.5 Aft FACTOR. TVF '0 ORGAEA 6111 CANQSAMR "MALL I I CADMIUM -PLATED 7M"ff GRADe 8 UNLESS NOTED UM TED OR OTH!j1WI5E COARO$ 10 N V 1IST,,ACT`UMA AND SHALL COMPLY 11ASSOCIATION,PFTCkS ST OEM 3 FOR �� Mi. 14KCALUINIMLIFiV INC, r AN 'TATE ' LOCAL CODES. 9. I` a S�L� COATING LU Rae 10, ALL ALUMINUM EXTRUIRONSSHAUL01 6043IT6 U nium AULOY. UNLESS NOTED OTHERVIIISIS, 11. 1`00 4 NOTION MAYBE INTMHANGtO AS FICILD CONDITIONS DECrM PANELS MAY BE MOUNTED VERTICALLY OR IZ =YANSNACFZ�- NON-CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER N 'N MANUFACTURER'S RECOMP" DA"OR5. . . . 23L THE CONTRACTOR 15 RESPONSIBLE TO DESOLATE OR PROTECT ALL MEMBE PREVENT"LeCTRO"S"i 24, DESM AS USE OF THIS SHOWN ONLY SMECLRCATTOM BY 03NTIk!t.L , A. SAVES MA*MLMS THIS M40INEM FOR ALL COST & DAMAGES jWNDI!MMlFZES CLUDIN0, LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, &CONSTRUCTION PRACTICES BEYOND THAT gill WHICH IS CALLED MR BY LOCAL STAR, & MMRAL MUM 6 FROM DeVIATIORS OF THIS PLAN. NO ADDITIONAL cEirnficATIoNs OR AFFIRKATIONS ARE INTE'NORM 19. NALITRA IONS6A OT,e; ARE aDRDTMERMARMGSTDTMS�U� PITITE A" DATE THIS CERTIFICATION 1!. _.AAN_FL5 SHALL BE PEAMM (1) LABEL VISIT A ;V,M-MALLOWABLE SPAN SCHEDULE TOP MOUNT 1 5 S 1 L a pp A MMPAH 0' U' rX I 2V 1 257 Zr 2f @!V. 24 G' Ir a' M Zr W Zr 2,r 0" 2,C IT ZW = W V fy 7T ll O :- ;NNA 'Ir W 20. W W SOT IN, Air 2W Ali, ff -9 -Or _2V 17 -Or SZ` W -W _W _51" 0 BKW Zr 2r Zr It- 2r 30* Ir 21y 27' 2V It' 31' DNa M-01 zr 2c IF 35, 4r so- zr 4ir 27 41T 3F sF T 91 ir 2r 24, 25, �r 7 27 2F 2C 2Cr Yr- Sr 4n "SAA AFFIN`INtIO.M1FAAq_ S . - Pro-. - .1 P.-I ..." IN AnlWAF S C-I -1 -1ty 17 - INJAM111 -1-PAS AIQVIIIF� UFAAAII� - %ASS. S-,� . HN -At, - 12wM` A, a 51 OF I I Z < L ?W ONAL INTERIOR FASTENING DETAIL g An Ct Ln Ln ANILL.-I., /�Ml ADJACENTPANQ LU N, S Al, .1-1 * i I M-N, t, M W_.. AA IN Pro A C_ AS FQ D An'.. O"A-W-Mommum A, 5`AC,_O` AA-PA TO -i"SAAAM, 20-31543 AL EGRESS PANEL DETAIL MINTERIOR FASTENING A-1 I LZU NAIKO01w4iW PC A- f 2 250" 4" as 0 J:�'6 qJ294 'So" 4* i2S' jk Is GA .4 YAW, L, TYPI TYP DE tic I 1930, .37vi 0 L GOD, 29, TYP 2.000 ,060 0,062* 22d20.000- 2403' M 12 ••-ur HS�mg &MI49- ei=p if 3.380" MAX. 0�31[3` 5" 0.3116V j. 0.37V Ich!L 5. gig �t1.050' 12.5w, PANEL COVeRAG 0. 190 m I14,075' PANEL UENGID 1 0III 250"I 0_1 R0131-4 �30rj 4A ODIC, T_ 1_-c,.. PD* TYP T� O� TRACIN MN RUT 01957-4-4 0376, S W 0. 190" 0 rv= INC A DU`C`TI0ft - LL, FIVERMO = _,,CATCP LCI OH. � 33 VERLAP M-W.'a 4'MAK,- A MROMOSIREOFTAIL DAIRY' 8 t Zr MAY MAX. ZAA� CDUD -GUT DESTAPICE 7-1 OVERLAP 3mzir-, A ..1- MAX MAX r FLA., Yt MIN off MEN W I� t ED, TA Viso ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENERS 9 12 S' O.C. 2.3" WGE DrISTANCIE A "CRISIS, MAN �N PRIS"gt IIPAN UP TO V-6- WAR UP To r-w I SPAN UPTO I0-10" ecow TYPO �N" coon niFt TYPE (Pwl C2 C2 C2 C4 CI C2 C3 C4 Cj C1 C.2 C4 10 12-5" 16-c' 1*7"19.94 1"" 6.8'* t"S" 16' 0" 911" 1 &L" ".01 1 LS' so, I' " itL L! 5.5' MS" I&V &1-: 5.5- 12,51. to a- IMI-1 &W 1111. 1".. 8_,:; L4 U'S I two- a." S.." III 1211" MIX* Al' 6.11' LIN' INA" 11.1" 14* 12.5" 16.0* &1* 9.41 12.F' 16.01' &t' ZIA' 12.5' 16.0" 11.1" &4" 12j' 16.0" 91' 5.4". 13 I�N" la.a' 1&0" 15 Cr LIN' 24.11" 111.&)" Ila" 12A" 16 0' At 4" 10,1" DOMALTULTIVICON +1 At -1-271- , 1 "ILL 15, I'll" -1 I. s, "11111'.., Ni�r _1+1' fl§ 11110;, _1:61;, -R.� ri -Ir -rr- Ific. 11.3r, ..W. 52 16.0" "', 11.1" la. I.0 "13:9"9.5" 12's., Efi.w 11.2'. P,V, 72 g 0 &WIn, INFt) 33 Ponnssoua NET +1 I&A'.. III" LL4"I 12 N' IBM` 14 IT' 11.9- MID,, 1&0., 134. 124' MD" ILS" to.@" 12,91, tax, 11.3' : 19 T. 115, LED, Ise' IS'S, 12 . is all 12.5' ME" 12 5" 16.0" 12.3' U"fi, 48 It ll.T' 16.0" 14,4'� &L 12.5" jj�L ILT' 104" 1&0" &.5" %11 7z 17-5" 16.6* In" 12. H, is 1215" 111.& 190' 111.0" L2 ME& f6i illl- .11, 1 K It. 71 16.01. Mo., 1 .31, 14,01, L_.r 11M., 3.7 ;;.� .41 1�; -.1 2.5 M'ML_" im- - Tio- 7 13.3 123" is 31111 21 32 .117. MM"VIN01., 31 1 12.51, 36.01, 15.51, 11.2*1 12,51, Ms" U.21 U.V' 16.0we INV, 'r 51, A, 2 2. . I N),A DISTANCE lit"r. L`4` �om 33 4.25, la.Y*�lki�:]_�LiL .4� L 41 6_23. : A 3 -it,2�E-i-6 46 6.25- ?_ FLU 5Z 6". 6,11 72 .2r is 6 sl it 41 It Y, Aill, ex, 52 72. 6.29. 6.25- ar B3", 10 qa, m-, 13 Ig. Iffa- 7.3- "W &A T�N +1 12-51, MW &D' S11' 4 104 4, 4. 62 a7� 1. 4 ALS" A. IM T* 4 1" 4M OS o r CIE" 4.7- 11,T 4LV A 2s, 101" 44' J.0- 6,25" J11.711 AL 4.1" 6.25- lli,7" 4A " 4.0" lUJ' 4A- 4&- I 2. I ", " IN 12'r 'a Er 14x, 31 w, 17.3- is a... 11.11 TF = Lot 4" 1 a, - ALL NoUrrs SOLID on +1 Lzg' 16.0-- ILK. %I- ALL 2!0, 71-1 6.31, 12.51, 35.0 7.9 6 Ill. 12. " I , 610 77�: I . , 2 ". 7-" &V &ax, LSO 7.1 B,2" 12 J-* 150 7,7' 0 1.� 1 10" WEED 33 '243" 1#.*- 0.4- 5,r &250 lox I'll I'll 11-1 1A.110- "1 461 625' 9.2" 16"; 313 I V-2 6125" 19.X' is 3, 1N.G' 4.1- -378 7 qz SI, = ?"Z _ 9.2. is- Auut oNMaa. "CMOs ralmaL Type � SIOAH OF "1 W. 11 W 1.�, I., "NORTYPICORN CL M C3 C4 rl tz ON C4 7TP C1 C7, C3 C4 VI LH: �r M� ft 49 52 ?z 12.5' 11 C, Is. " to, 13.51: 16.01, 16.01, 741 12.51, 1 a- 2.1 :; 11 150`1 I&G. as" 12! V 2A.G., IND.' tLe 321, 1 ➢5. %;; A 1Z.r 16.,Y, 16O- 7.V ILL 26.0- t4.7" 6X- 12.5" 16.0-14.7- 6.0- 1I.S11 U.5' I&D, LAID 250' IAT" 6.9" IRA!, so' IZ.!r' 16.01, 15 0*' Icr, 6.01 14 r GmW 22.5`1 12.5" 1", 14', GO.. lILtr ICT' NO' Ur CMIKC, 33 k"OotC"W 41 40 sz 12 ILT, loll" 1215' 1601, 1",- 1.0, 319! Me" 10.81 612" 12's- I&C'. 14.1. at- 1Z.V, leo'. 9.?-' S.6- 22.9, 16x- 9,1: 1 mv- tl� V' ]a 0" 110. to w 16a' OL6" 7- 0. Y-25- 125-1 5, 12.5" 16,0 ;A'. 3 SIN' 3,6A 1 12 51L ILF Mo. &a- 30" 16.01 9.61 "1' � 1/4" 11-1/4' [IMIED 111 TAPCAff1CFW 41 48 sk 72 12,5- 12.5i, ISq, 115�o' MCI" 213" la,5' 12.1r, 16.01, 16.4., lisl� qx, Nalsom 12,5' 32.5. 16.0- 20.2"Nele tZ, ri W: .:5 16.0" ILA" 16101 iW I . ISO, S,V, 1219, 12.5" 12.6" 161011 1641 law; qW, 1110111111 %A1 W1,11 IR.. 12.. S" 16.0- 9.1" I 7110',4V BED 33 All ININI"s- 41 .090 lit"Mc 48 I 51zz T2591. IN. .6 la. la.9, lzr 1A.a. y W. it :,4- - 15,W- 5.9", 6- 1 L i§ 6. S" 23 .7 JZF; S-T.- K& ii 4�7" 44A &2S' 12 V, 411, &ZVI lz 4,11 ..r &zr ANCHOR NOTES: I ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MOLMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED INSPAN SCHEDULIESHALLAPPLY. 2 EP47EFLANOICR SCHEDULE BASED ON PAWL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, a ANCHOR TYPE, SELECT DIESIGN LOW GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GAEATER THAN OR EQUAL TO SHUTTER SPAPILSELea CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTI ON TYPE . 1. "PANEL FASTENERS' ARE STUDS OF CD USED NOW CrIONWTTIHAILLMOUNTINGENTRUSIONS M-TRACK ANGLE. L-M) USE6.25-O.0 PANEL FASTENFRISPACING TABLE VALUES FOR ALL -H' - AND 'U'-HkADMS (INCLUDING SUrCD0U7 CONDI"FLOA15) 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECCIMMENDATTON& 5 HOLLOW BLOCK MOST STRUCTURE SMALL CONFORM TO 6 : MINIMUM BLOCK SMALL BE AS NOTED I N ANCHOR WE 029LOS.FINISHES WALL FINISHES SHALL BE K= 1/4" MAK OR SHALL BE VENFTED BY OTHERS TO ACEQUATCLY TRANSFER LOADS TO HOST STRUCTURE . CONCRETE ANCHORS NOTED H€REIR SHALL BE EMBEDDED TO UN•CR4CTE0 OUNCRETE ONLY. 9, WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE INTOADEWATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING TO PLYWOOD 15 ACCIEPTAKE ONLY FOR SIDE CLOSURE PIECES. 10, =CANNC;�rFXAM 2 4!�N TO NARROW FACE OF STUD FRAMING, MTePERSIMALL BELOCAIED IN GENT MIN.) WOOD STUD EDGE DISTANCEIS ACCEPTABLE FOR WOOD FRAMING). WOODSTUDSHALLEIE TOUrMERN PI G-0.55 OR GREATER DENSITY, LAG SCREW SMALL HAVE ]PHILLIPS PAN 14FAD OR HESC MAD. IL, REMOVABLE ANCHORS ARE DEWALT PANELMATE, ALL -POINTS SOLID -SET & BRASS BUSHING Ll MACHINE SCREWS SHALL HAVE If2' MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MY HAVE -HER A PAN HEM SS HEAD, OR WAFER HEAD (SIDEWALK BOLT) ItNO 13. MINIMUM EM DISTANCE TRUSS SEDMENT AND EDGE INCE EXCLUDES 97 UCCO OR OTHER WALL FINISHES. 14, M DWGNA`E5 ANCHOR CONDITIONS WHICHARE NCTT ACCEPTABLE USES, is * DIRECT MOUNTING CONDITIONS- D5 UNNEAR INTERPOLATION 15 NCIT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES L157toON THUS SHEET F2, IMS CD W -Cu 2 a) 0_ C:)- 0 2 C cu 0 AA0 Cn dj = -0 CU 0 - CU -0 Cn AAa 0 2 0A. CU C= 0 0 CIO LAL 0 An -0 0 cn E " 2 CU -0 U) C1 < em co C2 CL C* CL to CAA) C,-j -0 = LA. 'r.,4 ON, in tj Cj ro r* U) (D ANNN-11P CU 0 L_ CL CL 0 C: CIO 0 LI._ 0 O L. W CIO M LU Z Z SHEET NO. SH 1.5