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HomeMy WebLinkAboutEngineering 04/09/2012-4:47pm gabriels F:\01 Project Files\ 2010-MPS\400 Wind Charts\ Reference\00-MPS10-400 Series C&C(Current).dwg - 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'D' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributary Area(Sq Ft), Roof Tributa Area(S Ft 1. TABLES ARE INTENDED TO QE ORST CASE'PRESSURES.'WORST CASE'IS Height 10 15 20 25 30 50 fight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CRI DIfl7I0N ' N. WN VARIABLE AS DESCRIBED BELOW. _ USE OF CRITICAL CO-DFIBDN Qt1IRED FOR ITH THESE TABLES. -46.4 -44.4 -43.8 -43.3 -4 .9 - 12 -57.2 -55.0 -53.4 -52.1 -51.1 -50.3 -49.5 -48.9 -48.3 2.TABLES LESS THAN SO°SVALID F L DQF ROOF HEIGHT AS LIMITED ABOVE. 0-10 h +42.7 +41.6 +40.8 +40.2 +39.7 + .3 _ - 0-loft +42.7 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 3 TABES VALID F R L 1 lhQJ APPLICABLE REDUCTIONS FOR ROOF SLOPES HA � �B��A�[ E WEER AS A SITE SPECIFIC CONDITION. lift -47.1 -46.0 -45.2 -44.6 -44.0 - �6 =2 4 i9 -4 r6 lift -58.2 -55.9 -54.3 -53.0 -52.0 -51.1 -50.4 -49.7 -49.1 4.IDENTIFY THE 8 LTA _f EAlV AV�E�L^+E OF HEIGHT.IF THE MEAN ROOF HEIGHT +43.5 +42.3 +41.5 +40.9 +40.4 + ;9 +39.2 8 +43.5 +42.3 +41.5 +40.9 +40.4 +39.9 +39.5 +39.2 +38.9 CANNOT BE IDENTIF _ T. -47.9 -46.7 -45.9 -45.2 -44.7 -44. 3- .2 i -59.1 -56.8 -55.1 -53.8 -52.8 -51.9 -51.1 -50.5 -49.8 S. ALWAYS ROUND GF4T5J LE VALUE OR CONSERVATIVE ASSUMPTION. 12 ft 12 ft 6. CALCULATE THE TRI _ •_f E OP OPENING IN QUESTION(HEIGHT'WIDTH)OR +44.1 +4 +42.1 +41.5 +41.0 +40.5 +40.1 9.5 +44.1 +43.0 +42.1 +41.5 +41.0 +40.5 +40.1 +39.8 +39.5 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -48.5 -47.4 -46.5 -45.9 -45.3 4 � -59.9 -57.6 -55.9 -54.6 -53.5 -52.6 -51.8 -51.2 -50.5 THAN ONE-THIRD SP Fr MSRGEST ). THE AREA BETWEEN STRUCTURAL 13 ft I ° ,I OPENINGS ONLY Hf LU � TURAL MULLS. IF THE TRIBUTARY +44. +43.6 42.7 +42.1 +41.5 1 +�1U__ + 7 -62.8 _ +qq.7 +43.6 +42.7 +42.1 +41.5 +41.1 +40.7 +40.4 +q0.1 AREA OF AN OPE N 0E_ OST CRITICAL(10 SQUARE FEET)SHALL -49.21.-48. -47.1 -46.5 -45.9 -45 Irl ��'4�j' >q -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 BE USED.ALWAYS RO 0 `f0 THE LESSER TABLE VALUE.FOR LARGER 14 ft +45 3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 14 ft +45.3 +44.1 +43.3 +42.fi +42.1 +41.6 +41.2 +40.9 +40.6 TRIBUTARY AREAS THb'N P B SPUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER -49.8 -48.5 -47.7 -47.0 -46.5 -46.0 -45.6 -45.3 -61.4 -59.0 -57.3 -56.0 -54.9 -53.9 -53.2 -52.5 -51.8 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 15 ft +45.9 +44.7 +43.8 +43.1 +42.6 +42.1 +41.7 +41.4 15 k +45.9 +44.7 +43.8 +43.1 +42.6 +42.1 +41.7 +41.4 +41.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -50.3 -49.1 -48.2 -47.6 -47.0 -46.5 -46.1 -45.8 -62.1 -59.7 -57.9 -56,6 -55.5 - -53.0 -52.4 B.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 16 ft +46.4 +45.2 +44.3 +43.6 +43.1 +42.6 +42.2 +41.9 16 ft +46.4 +45.2 +44.3 + 8:G 43; 2.6 +42. +41.5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -50.9 -49.6 -48.7 -48.1 -47.5 -47.0 -46.6 -46.3 -60.3 -58.5 -5 T2 ;;1� a4T33 $ .6 -53.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 17 ft +46.9 +45.6 +44.8 +44.1 +43.5 +43.1 +42.7 +42.3 +42.0 17 ft +46.9 +45.6 +44.8 + ;'. ltR2' 2.3 +42.0 GENERAL NOTES: -51.4 -50.1 -49.2 -48.5 -48.0 -47.5 -47.1 -46.7 -46.4 -63.4 -60.9 -59.1 -5?8 6rfi1 15 7 -5f9 �4.1 -53.5 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 18 ft +47.3 +46.1 +45.2 +44.5 +44.0 +43.5 +43.1 +42.7 +42.4 18 k +47,3 +46.1 +45.2 + .5 4. +43.5 j +42.4 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -51.8 -50.6 -49.7 -49.0 -48.4 -48.0 -47.5 -47.2 -46.8 -64.0 -61.5 -59.7 -5 .4 - 4T -54.0 CRITERIA AS OUTLINED HEREIN. THE WIND SPEED AND 19 ft +47.8 +46.5 +45.6 +44.9 +44.4 +43.9 +43.5 +43.1 +42.8 19 ft +47.8 +46.5 +45.6 +44.9 +4 A '�3,5 +43.1 +42.8 EXPOSU E SPECIFIED.2.DESIGN IS BASED O HESE TABLES NOT FOR N THE 3 SECOND GUST(USE WITH ESSEWIND NTIAL FACILITIES OR ASSEMBLY 20 ft -52.3 -51.0 -50.1 -49.4 -48.9 -48.4 -48.0 -47.6 -47.3 20 ft -64.6 -62.0 S�p(.d Q5t7 pts-y .Lp --54.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY THESE TABLES +48.2 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.5 +43.2 +48.2 +47.0 +46.19.4`_V4!8 �4 !Fg3'S' 3.2 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpI-+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 22 ft -53.2 -51.9 -51.0 -50.3 -49.7 -49.2 -48.8 -48.4 -48.1 22 ft -65.6 -63.1 -61.2 -59 '7=' - 6:1 -55.4 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +49.0 +47.7 +46.8 +46.1 +45.5 +45.0 +44.6 +44.2 +43.9 +49.0 +47.7 +46.8 +46.1 +45.5 +45.0 +44.6 +44.2 +43.9 WALLS AND VERTICAL SURFACES ONLY. -54.0 -52.7 -51.8 -51.0 -50.4 -49.9 -49.5 -49.1 -48.8 -66.6 -64.0 -62.2 -60.7 -59.5 -58.5 -57.7 -56.9 -56.2 3.THESE CHARTS ARE NOT VALID AS ASITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. 24 ft +49.8 +48.5 +47.5 +46.8 +46.2 +45.7 +45.3 +44.9 +44.6 24 ft +49.8 +48.5 +47.5 +46.8 +46.2 +45.7 +45.3 +44.9 +44.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 USE OF THESE TABLES AND COR ING WIND VELOCITY,EXPOSURE,AND OTHER 26 ft 6 ft COEFFICIENTS LISTED REIN HA_ NO VERIFIED BY THE GOVERNING +50.5 +49.1 +48.2 +47.5 +46.9 +4 .. _ 45^5 +q5... ,o +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 BUILDING DEPARTM �` ERM HO-7DER,N• RRANTY FOR APPLICABILITY OF TABLE -55.5 -54.1 -53.2 -52.4 -51.8 -68.5 -57.8 VALUE USE IS OFFE D 28 ft - 28 k 5.THIS SPECIFICA O I [ D T• 0 ER ANY PRODUCT APPROVED +51.1 +49.8 +48.8 +48.1 +47.5 + ,0 [+A, +51.1 +49.8 +48.8 +48.1 +47.5 +47.0 +46.5 +46.1 +45.8 CERTIFICATION. RE R _ E2ARA'EL U MITTED TEST CRITERIA AND OTHER -56.1 -54.8 -53.8 -53.0 -52.4 5 9 i 1.1 60 7 -69.3 -66.6 -64.6 -63.1 -61.9 -60.9 -60.0 -59.2 -58.5 APPROVALS FOR DE IG L TIO �,F,• MATION AND APPLICABILITY OF THESE TABLE +51.7 +50.4 +49.4 +48.7 +48.1 + 5 3 +Y�6''.7 ti, +51.7 +50.4 +49.4 +48.7 +48.1 +47.5 +47,1 +46.7 +46.3 VALUES WHICH IST B V$ZFf Y OTI-C I CCORDANCE WITH GOVERNING CODES. 30 ft I ;L �'30 ft 6.ADHERE TO ALL --�z �AC�' RO_JT�- OfTEM ORDINANCES. 33 ft -57.1 -55.7 -54.7 -53.9 -53.3 _5 .'fr71r L��_ ����,++++f.•.."''544446°q 33 h -70.4 -67.7 -65.7 -64.2 -62.9 -61.9 -61.0 -60.2 -59.4 7.NO CERTIFICATIO •E,F,E�1E K 17V ITY OF THE HOST STRUCTURE. +52.6 +51.2 +50.2 +49.5 +48.9 +48.3 +47. 5 7.1 +52.6 +51.2 +50.2 +49.5 1+48.9 +48.3 1+47.9 1+47.5 +47.1 8.EXCEPT AS EXPRESSLY P IN,NO ADDITIONAL CERTIFICATIONS OR -57.9 -56.5 -55.5 -54.8 -54.1 6 -71.5 -68.7 -66.7 -65.2 -63.9 -62.8 -61.9 -61.1 -60.3 AFFIRMATIONS ARE INTENDED_ __ 36 ft +53.4 +52.0 +51.0 +50.2 +49.6 1 I ��8 II +53.4 +52.0 +51.0 +50.2 +49.6 +49.1 +48.6 +48.2 +47.8 a=SO%OF LEAS •-' DI1� 6f�fiD TRH, PEAK ROOF -59.0 -57.6 -56.6 -55.8 -55.1 -54 6' $ a-e`6' -72.8 -70.0 -67.9 -66.4 -65.1 -64.0 -63.0 -62.2 -61.5 WHICHEVER IS SMALL �Of LEAST HORIZONTAL HEIGHT 40 ft '�' �� � 4011 DIMENSION OR 3FT(lYt}r•flNE SrI A�AL�IN QUESTION.CONSULT MEAN +54.4 +53.0 +51.9 +51.2 +50.5 +50.0 +49.5 +49.1 +48.7 +54.4 +53.0 +51.9 +51.2 +50.5 +50.0 +49.5 +49.1 +48.7 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. r ROOF 45 ft -60.2 -58.8 -57.7 -56.9 -56.3 -55.7 -55.2 -54.8 -54.4 45 ft -74.3 -71.4 -69.3 -67.7 -66.4 -65.3 -64.3 -63.5 -62.7 a a EAVE HEIGHT +55.5 +54.1 +53.0 +52.2 +51.6 +51.0 +50.5 +50.1 +49.7 +55.5 +54.1 +53.0 +52.21+51.6 +51.0 +50.5 +50.1 +49.7 Imo. I_1. ROOF -61.3 -59.9 -58.8 -58.0 -57.3 -56.7 -56.3 -55.8 -55.4 -75.7 -72.7 -70.6 -69.0 -67.6 -66.5 -65.5 -64.7 -63.9 I 1 HEIGHT 50 ft +56.6 +55.1 +54.0 +53.2 +52.5 +51.9 +51.5 +51.0 +50.6 SOft +56.6 +55.1 +54.0 +53.2 +52.5 +51.9 +51.5 +51.0 +50.6 5 G -62.4 •60.9 -59.8 -58.9 -58.3 -57.7 -57.2 -56.8 -56.4 -77.0 -74.0 -71.8 -70.1 -68.8 -67.6 -66.6 -65.7 -65.0 I ® I L} 55 ft +57.5 +56.0 +54.9 +54.1 +53.4 +52.8 +52.3 +51.9 +51.5 55 k +57.5 +56.0 +54.9 +54.1 +53.4 +52.8 +52.3 +51.9 +51.5 5 5 O ® `tl a -63.3 -61.8 -60.7 -59.8 -59.2 -58.6 -58.1 -57.6 -57.2 -78.2 -75.1 -72.9 -71.2 -69.8 -68.7 -67.6 -66.8 -66.0 L T O 5 Q 60ft +58.4 +56.8 +55.7 +54.9 +54.2 +53.6 +53.1 +52.7 +52.3 60k +58.4 +56.8 +55.7 +54.9 +54.2 +53.6 +53.1 +52.7 +52.3 WALL ZONE FIGURES ISOM 'a to REMARKS DRWN CHKD DATE n o 2010 FLORIDA BUILDING CODE ENGINEERING mz K INIT ISSUE GSS TSB 03/05!12 o r M m U5 REV-ADJUSTED HEIGHTS GSS TSB 04/09112 EZ 1,z m " 3 = _ ASCE 7-10, CHAPTER 30 EXPRESS© 50 -1 �r _ DESIGN LOADS FOR COMPONENTS 8t CLADDING �� �I �m M z (� 160 SW 12th AVENUE, #106 1 z MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 0 \- p -4 Lo O m THIS DOCUMENT IS THE PROPERTY OF FRANK L.BENNARDO, PH:(954)354-0660 FAX:(954)354-0443 Z fO� o Z RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART ASCE O N � WITHOUT WRITTEN CONSENT OF FRANK L. ENNARDO OTT,P.E. _ ioWWW.ENU EX88 COMo "ALTERATIONS,ADDITIONS,HIGHLIGHTING,OR OTHER 1 CERT OF AUTH#9885 -A 0 11 ? MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND ~ m INVALIDATE OUR CERTIFICATION. lastpro 37,5(YWX,OVERALL......... FRAME WIDTH 5200 W. CENTURY BLVD. LOS ANGELES. CA 90045 Smooth Wood Grain / White Wood Grain H Rustic/Mahogany ti o Series 0 Fiberglass DoorVe Z 1E el 8 INSWING/OUTSWING z "IMPACT" X IN, GENERAL NOTES O coo 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code(FBC)structural 6a requirements including the"High Velocity Hurricane Zone"IHVHZ), 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. n FloridaBuilding Code and does not M 3. When used In the"HVHr this product complies with Section 1626 of the f c-i o require an impact resistant covering. iL 4. When used in arc-as outside of the'HVHr requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an Impact resistant covering.This product meets ==J1 missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud construction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. vt 6. Site conditions that deviate from the details of this droving require further engineering analysis by a licensedin engineer or registered architect. 7. Outswing configurations meet water Infiltration requirements for"HVHr. All other configurations do not meet the water infiltration requirements for the"HViXond must be installed only in non-hobiloble areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. MAX DESIGN PRESSURE(FSF3. , TABLE OF CONTENTS -ME, F M SHEETDESCRIPTION EE# I Typical elevation,design pressures.&general notes--- 37.50" 2 1 Door panel details INSWING x +75.0 -75.0 wr 02ff6 t2 z 3 Hortcntal cross section 82.00" sone- N.T.S. Verffcal cross sections 37.50" oWo�Ey. jW 3-point lock detail x CHK�BY: LFS OUTSWING +75.0 -75.0 3-point 111�vdp,,Z-- —DRAV;W—No. 1.1, 7 Buck and frame anchoring 91.11T, -L--- 2 I -- FL-15210.1 Cornponenis See sneer 2 Tor harowufu a emyi 1 pressure imilaaffons9 Bill of rnoterials sx t f OF 0.4" EXTERIOR o V 2 0.4" -� a Z"' amN c d •e� •' D VI� W O Z Z � W •'a. .'d�!- ^ TOP RAIL N?YI ':'• •A. :e .::' (COMP.) o o o°- o mT U N••6$ E U •Z p a v INTERIOR n CAP(PVC) LATCH STILE( LVL) ZN HINGE STILE(LVL) CAP(PVC) HORIZONTAL CROSS SECTION E r 2 g 35.75"MAX O.A. v d 3 WIDTH 00 0 D aw dZ 3 c� a u �a INTERIOR EXTERIOR m� Q�® o� r C14 2 0 °O HARDWARETABCE ! FOAM CORE a a w (POLYURETHANE- MAX., LYU ET ANE- } n MAN& TORER MOpEI MAX DESIGN 1.9 PCF MIN.) m ;.� .:•.;a•! KNOB: SIGNATURE SERIES 0 Q I KWIKSET U DEADBOLT: SIGNATURESERIES(980) ±75 ': :'• 11 CD ' SCHLAGE KNOB: "F"SERIES(F51) +75 •.d" DEADBOLT: "B"SERIES(B60162) vs / X FIBERGLASS SKIN d. o P SEE HARDWARE TABLE PAMEX LEVER: FL3B SERIES +75 (0.125'MIN.THK.)—\` '� M DEADBOLT: FD7SERIES d � G •d SEE HARDWARE TABLE BOTTOM RAILER''.' i o W b F MULTI-POINT LOCK: TRILENNIUM"3000"SERIES 775 (COMP.) m z w a o See sheets 5 and 6 for multi-point lock details. o N Z 22 VERTICAL CROSS SECTION z 0 2 2 DAM 02116112 z 0 N.T.S. as DOOR PANEL sem. m 40 Plastpro DwG.BY. JK Fiberglass CHK.er, LFS 3 U DRAWING NO, N .0 FL-15210.1 0 n` i. SHEET_,L OF g � Q :\A-Projects\Project Folders\proj 1501-1600\PF 1596\D.RWBC Drawings\2010\FL-15210.dwg,3.1 m F= F.A v 7 \a e u o > Z a m W �S = N p N � n OCD 0 Z 1 Q.* �O ?.044 to MA W Trlb M X n \ 13 � ? Z� O O A A v ® <11=3 ® A N Tl A a N 0 W W W N XZ H M m WW O O 0= V F A f Z V N xn gC) c 70 m y D N T 4 D WAN M \ m 7L1 �1 S 10 O Oo F 22 A \� V A22 7 N Z pj 0-- n n rn �O N Z � � n D ° 8 ° ° D F.A 'O Z $ $ p PRODUCT: 000umente PrePerea By: O _ BUILDING CONSULTANTS. INC. PLASTPRO INC. ��P.o. Bo. z3o vc�rico FL. 33sss IW I o N Phone No.: 813.859.9197 FIBERGLASS DOOR ,o� _N Z PART OR ASSEMBLY: Florida Board of Prof_izatio nal . 681 ere Certittcote Of. horization No. 8813 N N N 0 DATE BY HORIZONTAL CROSS SECTIONS 2.((�•�i. REVISIONS Lyndon F.Schmidt. P.E. No. 43409 201."'.R.W.EIUILDIND CON—t—NTS INC. d J n d W W N 0 °Z W > >a _ J_ea N , ° D mun•: ar''�B `m � ogo�y S m ' 0�w c c`o C 0° mda m° 40 7 1 2 c 9 G E �8 40 to z a EXTERIOR INTERIOR 7 1 2 EXTERIOR INTERIOR � U O EXTERIOR INTERIOR VERTICAL CROSS SECTION r„ 1 VERTICAL 4 Shown w/1X sub-buck acrio CROSS SECTION 4 Outswing shown-inswing also approved 8 40 a m v U 0: 29 0 I � F m w a a EXTERIOR INTERIOR E m d' EXTERIOR INTERIOR d " 30 31 32 33 34z 0 5 VERTICAL CROSS SECTION 40 m 4 Shown w/ADA threshold \ �/ 36 Ej d d Q F p e d O 0 d z 0 e ° R^ DATE.02/16/12 i 1 VERTICAL CROSS SECTION DWO. N.T.S. 9 v wc.av: JK m' 0 4 Outswing confirguration 4 VERTICAL CROSS SECTION 4 Inswing configuration CHK.BY: LFS 3 DRAWING NO.: a FL-15210.1 a p i SHEET 4 OF 9 z R:\A-Projects\Project Folders\proj 1501-1600\PF 1596\D.RNBC Draw1ngs\2010\FL-15210.dwg,5.1 D Z C= OVERALL HEIGHT D yn HANDLE HEIGHT 0 Q Z C) a o C= � J rn N ti 10.04" m 14 N Y 3 q OX 4.63" N o �- -3.63"-- " -' -►��--0.11 = o '0 :EO Q © ='m O Q:Z} O O c � `0 ti N41111 �1 5 � n m z � o 0 0 m is T ''-0.1" m m X X }( X x X c c C C c c 0 C) 0 0 n .�o m a m 3.61"--►{ tNrt w �15" u w 43.09" -- PRODUCT: Documents Prepared By. BUILDING CONSULTANTS. INC. r- o PLASTPRO INC. LJ y UU P.O. Box 230 v Trico FL 33595 tV Phone No.:813.659.9197 `01 o \ FIBERGLASS DOOR pp PART OR ASSEMBLY. Florida Boom or Proleseloncl Engineon I� o 813 x 3-POINT LOCK DETAILS NO DATE Y e C-tiflccte Cl Auth m8en . i v E3 EVISIONS Lyndon F. Schmidt, P.E. No. 43409 201 2 R.W.SUILDIN3 CON.0 1-5 1.— \A-Projects\Project Folders\proj 1501-1600\PF 1596\D.RWBC Drawings\2010\FL-15210.dwg,6.1 f w H (v rit c 0 3 m ILN ® O P 0 0 0 0 0 vn N H1 X x ww C C = Ur OD O� O A V m D m D IP j t 24.25' 23.9' 15.0" PRODUCT: T Dacumente Prepared By: x a _ PLASTPRO ��JKI BUILDING CONSULTANTS. INC. — FIBERGLASS DOOR rJ t P.O. Boz 230 Valrico FL. 33595 IOI zD Z Phone No.: 513.659.9197 o tJ PART OR ASSEMBLY: Florida Board of Profaealonol En91-- Certlfiaate Of Author��ot,fon N//o. 9813 w NO DATE BY 3—POINT LOCK DETAILS G2^l6 i2 REVISIONS Lyndon F. Schmidt, P.E. No. 43409 U 2012 N.W.BUILDING CONSULTANTS INC. 4" (TYP.; 6" o 7-S T(TYP.) d 'm Z sa o W �n 7 - d SEE HINGE L 2X BUCK =o a 7-7 o Z O Z p Q m D &JAMBSD o" DETAIL(TYP.� G 1 X BUCK a` maamo o° MASONRY7 a MASONRY_ &�PyMg$D Y OPENING OPENING E 8 o v FRAME c� z � o 2X BUCK -- U U o Z —p zo CA 3 — 2X BUCK > `u 04 n ,o O a o o ADA SILL o In ONLY a a 3 L m P U D U BUCK ANCHORINGSTRIKE JAMB FRAME ANCHORING HINGE JAMB zo CONCRETE ANCHOR NOTES: Masonry construction N 1.Substitution of equal concrete anchors from a different supplier may have Afferent edge i distance and center distance requirements. cD 2.Concrete anchor locations at the corners maybe adjusted to maintain the min.edge distance to mortarjoints.Concrete anchor locations noted as"MAX.ON CENTER"must be 1XBUCK(H� adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors `}` ( 9 i may be required to ensure the"MAX.ON CENTER dimension are not exceeded �� 2X BUCK ` 3.Concrete anchor table 28 1XBUCK -� \ w i 11 1X BUCK H O a CIL ANCHOR` ANCHOR MIN MIN CLEARANCE 70 MIN,CLEARANCE TO -� $g 2X BUCK m TYPE SIZE EMBEDMENT MASONRY EDGE. AWACENTANCHOR.; 2X BU 11 2XBUCK 11 0 0 CK 58 K ITW 1/4" 1-1/4" 2-1/2" 3 1X BUCK M o 58 2X BUCK 11 / o E 02/16/12 27 N.T.S. 9 o ELCO 4" H 1X BUCK ,wC.BY.- CHK. Y:CHK.er: LFS C ITW g Inswin DRAWING NO.: ) LATCHB DEADBOLT DETAIL HINGE DETAIL FL-15210.1 6 Outsw ng Q SHEET 7 OF 9 �� 4.56" 4.6" 4.56" 2' 2' o d o M s z rnm Va n L o Z N _ N W `m oo d � 2 2.44' �}� —2.131 m Z.n a= E (7 G z 0 N �� OUTS WING THRESHOLD OUTSWING THRESHOLD POLY FIBER JAMB o 9 o, �° DLP(OOSRJ �~ Columbia High Dam(581( � Plaslpro £ mm a m a ` o m 4.56'- to (� v 4.68" o J to a 4.7"'� — A _ I I o_ r o 3 �` �e1 OUfSDLPWING THRESHOLD OUiSWING THRESHOLD p (QOSHJ 31 Columbia(575J Z ��m Lo a m v s o 0 0 d� N/ 5.62" 5.63" 11 1 m m 0.52' F� o v) z o o t 71 OUTSWING THRESHOLD �°11NSWING THRESHOLD WEATHERSTRIP 8 DOOR BOTTOM SWEEP � Endura(Z-Series) Columbia Endura Force 5 d � 0 0 .a 0 4.56 PE650 5.625" h 6 Lu z o -- 4.56" o H rn N I/ Z DATE:02/16/12 z U SCALE: N.T.S. N 3 o �INSWING THRESHOLD ,��SWING THRESHOLD 29 ADA THRESHOLD DWG.w: JK d JO Endura(Z-Series( "� DLP(ISCS( DLP CHK.sr: LFS 3 U DRAWING NO.: N •o FL-15210.1 a SHEET S OF 9 N Q S BILL OF MATERIALS m o V yo REM M DESCRIPIION MATERIAL c m A 1 X BUCK SG>=0.55 WOOD ZF!m W° No Z B 2X BUCK SG>=0.55 WOOD N o JI w C 1/4"MAX.SHIM SPACE D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL =o m o CCCC555� m MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI 0 E N o a t r g o= < 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE owo 0 9 m G 1 M'X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ° ° mda m°u 9 H 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEELc z A. I 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL c L #8 X 2-1/2"PFH WOOD SCREW STEEL 1 POLY FIBER JAMB COMP./VINYL S 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 N'X 4'BUTT HINGE STEEL 11 #9 X 3/4"PFH WOOD SCREW STEEL o 22 3 POINT'TONGUE'MULTI-POINT LOCKSET(Mfg.BY HOPPE) STEEL En} 23 MULTI-POINT STRIKE PLATE(TONGUE SYSTEM) STEEL 5 m w 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL 5 w m 27 LATCH STRIKE PLATE STEEL a m 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL �I o 29 ADA THRESHOLD ALUM a 30 OUTSWING THRESHOLD ALUM/WOOD a a 31 OUTSWING THRESHOLD ALUM/WOOD m 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP d 34 OUTSWING THRESHOLD ALUM/WOOD 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD - 38 INSWING THRESHOLD ALUM/COMP o 0 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - D 55 #10 X 1-1/2"PFH SCREW STEEL 57 BACKING PLATE STEEL Z5 58 #8 X 2"PFH WS STEEL 60 MULTI-POINT STRIKE PLATE STEEL 62 LOCK ASSEMBLY STEEL N w i p N e o 0 Z U DATE:02116 12 i SCALE: N.T.S. ° DWG.BY: � cHK.Br: LFS ORAWINC NO.: ¢ FL-15210.1 0 a SHEET 9 OF 9 �� R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Val rico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product / Repart R'// No.: Date: Ja1yL2, 2014 Product Category Sub Category Manufacturer Product Name Plastpro,Inc. Smooth/Wood Grain f White Wood Grain Exterior Swinging Exterior Door 5200 W.Century Blvd. Rustic/Mahogany Doors Assemblies Los Angeles,CA 90045 Series O Fiberglass Door Phone 440.969.9773 Inswing/Outswing-"Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for Plastpro,Inc.based on Rule Chapter No.61G20-3,Method 1D of the State of Florida Product Approval, Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code(FBC)structural requirements including the "High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15210.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for"HVHZ". All other configurations do not meet the water infiltration requirements for the"HVHZ"and must be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FLA 5210.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01390365 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab., Inc. Lyndon F.Schmidt,P.E. ETC-05-255-16776.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Joseph L.Doldan,P.E. ASTM G 26-95 ETC-06-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L.Doldan,P.E. ETC-07-209-19303.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Ben Meunier 2. Drawing No. Prepared by Signed&Sealed by No.FL-15210.1 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations _Prepared by Signed&Sealed by Anchoring RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying that Plastpro, Inc.is manufacturing products within a quality assurance program that complies with ISO/IEC 17Q2QEand Guide 53. tjt - 4 b• �� �. yT it? e <iZ Xyndon F.Schmidt,P.E. FL PE No.43409 7/2/2014 PF 1596 Sheet 1 of 1