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HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED ` {� Date: Permit Number: Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential F PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line fit{ ,.ttLK� a vca.�r-r^s'x'�,-, �sE ^�•: tv tti. Y � .�A h -t, s>.- ,..-!.>-f aecv.st.*�s�-�Z,.�,..-,-•ti..�.. Y:�.a_ 3,a.zn,K,r..<�..'`ty .�,s. H. _,.h �-:�_tom .� v+ebsr. Legal Description: 6&,- CJ ub �0c1 c-, rine' i Property Tax ID#: (45 1 Lot No. o� Site Plan Name: (!!�C2,innC _PantCLnd Block No. Project Name:�GQnn� �4(ti�'ClnC1 e , Setbacks Front Back: Right Side: Left Side: I�'r t § � r{ r# x `� # a �, '� � paha r' g• t£� s.#�;�f n i'�"� �;a. ' �s-x aa� � 2aw r� x! "��: 'r' �t�,� 3'!�{ - �suti'�Y��:1...r::$..�.-k�-,.i'�..�'��'.L✓�y�'^�.:..�'�i��-�&.t..����-'j,�'�Grca:-a��i��#�.t�fi���+.n,,.!.>�e`�,� �� .�'�r"dt-.-�'�a_' '��`�. - '`�� '�t' �� `�3�- :i�sa.�-'C �� "'dt�. OcCtOd Cts nd S i C ^\J� I . i S`.A-' '�" CP.' tt 'a•€ Y' ':Z1.*' i d i � � �� WW'4 r1 y n. CO ST t UC1'I.O 4 I:NFhOR,M ¢Fy - ' 4 n .t"r8i . ' 4'33. Acid itiona I worK to be nerrormea un er t is permit-c ec a appy: HVAC Gas Tank ❑Gas Piping _Shutters Windows/Doors -- ElElectric 0 Plumbing Sprinklers Generator Roof i ; Total Sq. Ft of Construction: 5 Ft.of First Floor: Cost of Construction:$fj /S s Utilities:Sewer Septic Building Height: MIR �q'ySs 1 •r f Y,� "'.fti�1"til .r'�Pix F� OWVER%0S.& � �L �®NTRFA�C. ORS � }' fri...aah+.5&sR _v 't`r`.�. `+,o +,... F.; iis' .� xs3 =53' ,m �adtfeL'a _,4.5r4,....a .4. �'F.:-,,. .< „ti Name 30a o Ne__%knc,o Name:";�Gc_��PS`7�c�_`I',S Q.;c!,l' S-1 eC- Address:61 ( S bis G(a S 1)cr \J-9- Company:_r�l-(1� L City:)en-SC-0 ( fact, State: FI Address: 1p "�71-'Ed o Zip Code: 3��'(5 Fax: City: Stater'- PhoneNo. 9_2 54,61 Zip Code jSLIl Q� - 1 Fax: 5-IJ a55-,e10 E-Mail: Phone No. (,R/ ,5`a �i o '-z Fill in fee simple Title Holder on next page(if different E-Mail: from the Owner listed above) State or County License: fC 63 0©ra 3� If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. i i �.' 1 :�. .. - :�. ;: r i• _ { , - I i • � ` .. � I i �. _ i i ,.. .. � ',n, .�...._.,_......_.�. � � - - - - - ' � i . ,.• i DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: Not Applicable Name: Name Address: Address: r•I City: State: City: ! ' State: Zip: Phone: Zip: Phone:{,' � r FEE SIMPLE TITLE HOLDER: ,Not Applicable BONDING COMPANY: I _Not Applicable ;Name: Name: Address: Address: 'City: City: ! Zip: Phone: Zip: Phone: ! ' I , I certify that no work or installation has commenced prior to the issuance of a permit. I': St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. _ In consideratior vof the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review,:;room additions, accessory structures,swimming pools,fences,wails,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result:in your paying twice for .improvements to your property. A Notice of Commencement must be recorded acid posted on the jobsite before the first inspection, If you intend to obtain financing, consult with lender or an attorney before 'commencing work or recording our Notice of Commencement. s _Signatu of Owner/Lessee/Agent i ture of Contractor/Licens1 Holder STATE OF FLORIDA STATE OF FLORPA COUNTY OF. COUNTY OF ` The forgoing instrument was acknowledged before me The forgoing instrum nt was acknowledge efore me this,�.day of� 20 by this day of w 20 by �a �s G.���o �, o►� .S.Q 17or t/1+5 (Name of person acknowledging) (Name of person ackndwledging) i (Signature of Notary Public-'State of Florida} (Signa re of Notary Public-- to of Florida} Personally Known OR Produced Identifications a� Personally Known ✓ ORlProduced Identification Type of identification Produced �' tification ProducB Y„i.��,�QEytVedN� "1S�U�v �•°�Y nve,,• r,•: A4Y AMA $101#FF951069 Commission No. ;r n•. Notary Public S a(�of ori STI No. * - T! E ISA A��I12.2�20 * commission #FF� � « +'c My comm.Expire Jun 12,2020 f�lFo'FFyo�o FsandedihvSudgetNoleySer ces Qon a rou9 , Revised 07/15/2014 I REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE I lNITlALS � ( 4 . I 1 I i I I I I Florida Building Code Online 77 ti protective system is NOT required. See DWG-MA -FL0171 for F 78 R A i 400 A.1df anchor details and water performance where required. FL22378 R2 AE 514013A.pdf ! Created by Independent Third Party: Yes I 22378.10Stormguard Fiberglass Side-Hinged 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites Door Unit f Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC INI007077.08 .Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +50.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R2 IIF 0171.0 ( Building Code, including the High Velocity Hurricane Zone, and Verified By:' National Accreditation&Management Institute where pressure requirements do not exceed the design Created by;Independent Third Party: pressures listed. 12'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports' protective system is NOT required. See DWG-MA-FL0171 for FL22378 R2 AE 514007A.pdf anchor details and water performance where required. FL22378 R2 AE 514011A.bdf Created byiIndeperidentThird Party: Yes ^N1;' I" 22378.11 Stormguard Fiberglass Side-Hinged 8'-0"Opaque O/S Single or Double Door w/or w/o Sidelites j a� I Door Unit I Limits of Use Certification Agency Certificate l Approved for use in HVHZ:Yes FL22378 R2 C CAC- NI007077.08 .pdf I Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 ! " + Design Pressure: +55.0/-50.5 Installation Instructions 4 ^ Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II FL0',171.12df I Building Code, including the High Velocity Hurricane Zone, and Verified By National'Accreditation&Management Institute ! where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0" max nominal size. Hurricane Evaluation'Report's protective system is NOT required. See DWG-MA-FLO171 for FL22378 R2 AE 514007A.bddf i s anchor details and water performance where required. FL22378 R2 AE 5i'4011A.Ddf Created by;Independent Third Party: Yes i . s 22378.12 Stormguard Fiberglass Side Hinged 8'-0"Impact Glazed I%S Single or Double Door w/or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R AI. NI007077.04_12df r Approved for use outside HVHZ:Yes Quality Assurance;Contract Expiration Date > Impact Resistant:Yes 12/31/2020 Design Pressure: +43/-47 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II F0173.odf .' iia Building Code, including the High Velocity Hurricane Zone,and Verified By': National'Accreditation&Management Institute where pressure requirements do not exceed the design Created by Indepelident Third Party: pressures listed. 12'-0"x 8'-0" max nominal size. Hurricane Evaluation)Reports protective system is NOT required. See DWG-MA-FL0173 for EL22378 R A y4007A.6df anchor details and water performance where required. FL22378 R2 AF 514011A.' df ro a Created by;Independent Third Party: Yes k - 22378.13 Stormguard Fiberglass Side-Hinged 8'-0"Impact Glazed O/S Single or Double Door w/or w/o Door Unit Sidelites I 1 ;I Limits of Use Certification Agency Certificate ' Approved for use in HVHZ:Yes FL22378 R2 C CHIC" NI007077.04 .pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +47/-45 Installation Instructions' Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II FL0173.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National'Accreditation&Management Institute j where pressure requirements do not exceed the design Created by Independent Third Party: t pressures listed. 12'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports f protective system is NOT required. See DWG-MA-FL0173 for FL22378 R2 AE 5114007A:12df I anchor details and water performance where required. FL22378 R2 AE 514011A:Ddf Created by Independent Third Party: Yes o MRI t I k Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:IBSO-487-1,824 The Stale of Florida Is an AA/EEO employer.copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::1Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a,public-records request,do not send electronic .i mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions;please contact 850.487.1395.-Pursuant to Section bnp://www.floridabuilding.org/pr/pr_app_dd.aspa?parain�vGEVXQwtDgs3M6in9%2 fK8XPIOX7v28WDo0ZYpgvK4LaKGI VagYyND20w%3d%I d'[1/16/2018 9:43:27 AM] -- - NOT-ICE -OF P-RODUC-T--CERT--I-FICATION-- r CERTJxj Fr . 'cc Company:Company: Masonite International Corporation Certification No.: NI007077.09-R1 1955 Powis Road Certification Date: 05/22/20017 West Chicago, IL 60185 Expiration Date: 12/31/2020 1 ' Revision Date: 09/27/2017 Product: Fiberglass Impact Rated Glazed Inswing or Outswing Door w/and w/o Impact Rated Sidelites c � (w/Wood Frame or Worldwide Composite Frame'unless noted) Specification: TAS 201/202/203-94/ASTM E330-02 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMi's Certified Product Listing at www.Nainicertification.com. NAMI's Certification Program is accredited by The American National Standards institute(ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number& Outswing Opaque Size Pressure Pressure Rated Comments X I/S Glazed 3'0"x 6'8" +55/-55 0 psf Yes NCTL-210-3389-1/ATLNC 120101-14/ATLNC 1012.01-16 Single Maximum Panel Size:3'0"x 6'8" X O/S Glazed 3'0"x 6'8" +55/-55 3.75 psf/6.0 psfYes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single 8.25 psf 2/9.0 psf 4 Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1835 Double Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807 XX O/S Glazed 6'0"x 6'8" +55/-55 3.75 psf/6.0 psf' Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double 8.25 psf2/8.25 psf' Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1835 XO/OX I/S Glazed Door 6'0"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FLOI72-07/W-1807 XO/OX O/S Glazed Door 6'0"x 6'8" +55/-55 3.75 psf/6.0 psf' Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite 8.25 psfz/9.0 psf' Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1835 OXO I/S Glazed Door 9'0"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single-w/Sidelites- - - - - ----- -Glazed Sidelites--- -- - -Sidelite-Yes- _ _ Maximus,Panel Size:3'0"x 6'8" - --- --- - ----- _- Maximum - - - OXO 0/S Glazed Door 910"x 658" +55/-55 3.75 psf/6.0 psf' Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelites 8.25 psf2/9.0 psf' Sidelite-Yes Maximum Panel Size:3'0"x 6'8" -�-- - ---- -- ---- - - Anchor.Details-MA-FL0172,071W=1807/W-1835 OXXO _ I/S Glazed Doors 12'6"-k-6'8"- -+50/-55`--- - "0 psf Door=Yes --NCTL-210-3389-1/A-TL-NC 1203.01-14/ATLNC 1012,01-16- - -------- Double w/Sidelites Glazed Sidelites Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807 OXXO O/S Glazed Doors 12'6"x 6'8" +55/-55 3.75 psf/6.0 psf' Door-Yes NCTG210-3389=1/ATLNC'1203.01-14/ATLNC 1012.01=16 - - Double w/Sidelites Glazed Sidelites 8.25 psf'/8.25 psf' Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1835 1-Denotes Z-Series Threshold Design 2-Denotes High Dam Threshold Design 3-W-1815 4-Denotes Worldwide Pro T4 Threshold National Accreditation& Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: � Do Ln 1111 MASONITE. 149'MAX. OVERALL FRAME WIDTH � - 8Qo STORMGUARD FIBERGLASS DOOR UNIT 21" " MAX. Q D.L..O.O.,- --PANEL PANEL WIDTH 37.5„ �• O 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES 1 W/ASTRAGAL FRAME WIDTH 0 Q U7 GENERAL NOTES U 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, L0 U DOES NOT EXCEED THE DESIGN PRESSURES LISTED. o In 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF N A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). Q W 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. = e z 4. PLASTICS TESTING: W TEST DESCRIPTION DESIGNATION FACING LITE FRAME a SELF IGNITION TEMP ASTM D1929 752 •F> 650 •F 842 -F > 650 •F RATE OF BURNING ASTM D635 0.56 IN MIN 1.28 IN MIN SMOKE DENSITY ASTM D2843 53.4% i 70.27 TENSILE STRENGTH- ASTM D638 3.2% DIFF 1.87 DIFF 5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): g� m TEST DESCRIPTION DESIGNATION RESULT m SELF IGNITION TEMP ASTM D7929 779 'F > 650'F r RATE OF BURNING ASTM Dfi35 0.0 IN MIN AddenkntoNO ?' o SMOKE DENSITY ASTM D2843 39.D9, 0 TENSILE STRENGTH• ASTM D638 3.6% DIFF CelhTlsatlmh"0 00 • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING RUBY DOUBLE DOOR UNIT WLSIDELITES a. a 4500 HOURS XENON ARC METHOD 1 DOR � � �33�� (1)NNN W W W e • • naa e WC3 of U O=V N> mQZ� W -SINGLE DOOR-UNI --DOUBLE DOOR U41T_ _ _-_-_ _SINGLE-DOOR UNIT___:_-,__-__SINGLE-DCCR-UNIT==-_ __._ SINGCE=DOOR UNIT :YISID IT =- - - DOUBLE DCCR UNTf W:SIDELITES = -- n o LAJ WITH SIDELITE WITH SIDELRE to m N F 04 04 p - - -- - -- -- ---- --- STRUCTURAL-- --- - - --- - _ -__ WHERE_WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE C IG MAX WIDTH INSWING INSWING BUMPER O S Z-SERIES 0 S T4 0 S HIGH DAM 0 S (Xl 37.5 +55.0 -55.0 +55.0 -55.0 11 + . .. . . N +25..0 25..0 (13 .. -40..0 +55.0 -55.05 -55.0 v 4 5 .0 z50.0 -55.0 A + 5 +40 00 +5 .0 - OX or XO 75 +55.0 -55.0 +55.0 .0 N A + 50 +55.0 -55.0 +55.0 55.0 0X0 74 + +5 25 0 0550 -550 +55.0 -25.0 . -55. +55.0 -55.0 DATE; 4/9/07 149 5 +OXXO + 50 00. 55. -55. +55.0 -55.0 ,/ /1 SCALE N.T.S. TABLE OF CONTENTS DwG.BY. SWS SHEET DESCRIPTION CHK.BY.KURT BALTHAZOR GRAwMc Ho.: 1 TYPICAL ELEVATIONS & GENERAL NOTES FLORIDA P.E. DWG-MA-1-10172-07 2 ANCHORING LOCATIONS & DETAILS //56533 3 ANCHORING LOCATIONS & DETAILS SHEET 1 of 3 oo - ¢ 6" SEE DETAIL6- U � �- 3" i- 3" I 3.E. 3 3. �I 3 " {—31 J II l I Qcnp 1 11 I s" s 6 s"- -�6" 6" 1 w U n _ vim) n T Mn o _N — — rO• UJ Lo U yI n M — a a SEE DETAIL Q Q � SEE DETAIL — — w w I — — SEE DETAIL D G)— W .� B O o o i 6 ._ B h i — 9 6 6" I J y r " _ 3" 3. 3" 3^ —3" —I 3" 3" �t 6"�l I�6• a 6" SFE DETAIL 6" #8 x 2 3 3 3 3 ASTRAGAL RETAINER BOLT HOLE a ® ® MUST BE DRILLED THROUGH #8 x 2" #10 x 5/8" THE THRESHOLD & INTO THE U) STRUCTURE DEEP ENOUGH o a #10 x 5/8" FOR A 1.375' THROW aa� #8 x 2 #10 x 1" DETAIL "E" ASTRAGAL v m,o • 10 x 2-112" •� DETAIL F" ASTRAGAL rn a o # � —.- ATTACH ASTRAGAL RETAINER BOLT # STRIKE PLATE TO FRAME A�derdwnlDNAI� o o #10 x 5/8" AS SHOWN. 0az0CertiS a)DDNe.:. oo a>< m DETAIL "C" Heder>YdBy. ----DETAIL=..D„ - — --- - .... - - - -- _ --/ -- �m-- 1 0.962 0,124"HEAT STRENGTHENED DECORATIVE INSERT 0.124'HEAT STRENGTHENED DECORATIVE INSERT N N 1:375"- _- _ __ _ _____ _ _ _ _ 0_090•SFVFLDC(NOA 15-1201_11) ___ _ - _-_ (OPTIONAL)_ _ - (NOA 15-1201.11 (OAIIONAL) N T T� _ 0.090•SAFLEX--- - --)--- -- - --- ----- ---- _ - - --- -- -- 0.124•HEAT STRENGTHENED �—.0124'TEMP. 0.124"HEAT STRENGTHENED—f^ .0124'TEMP. INSWING THRESHOLD BUMPER O/S THRESHOLD , '/2 B� 1/z•BITE oclmaz ~ •'• DATE 4/9/07 1 1 OW 995 y � DOW 995 DOW 995 y l�' DOW 995 SCALE N.T.S. 1.482" 1.75°E�—a@jl.047" •:: v' 1.437" ,;�.;� '�.,�:I' Dwc.BY: SIMS -r f ATE610 1[�BIQS ExTEe1oR INTERIOR CHI(.BY: TYPICAL GLAZING DETAIL ALTERNATE GLANG DETAIL DRAwNG NO.: THRESH Z-SERIES 0/S OLD HIGH DAM 0/S THRESHOLD T4 O/S THRESHOLD ZIIMPACT RATED GLASS IMPACT RATED GLASS DWG-MA-FL0172-07 SHEET-L OF 3 L0 SEE DETAIL` 3.. 6„ g^ CO 3" 6"' I' .3"_I I- 3" 3" 3" OV Cp I l I I I I I I I z ot-� Z S�o O - {�� �Q tljW Z 0— a SEE DETAIL I ¢ LLJ �U } "D" SHT. 2 F- ;41 o C/3 SEE DETAIL d o "C" SHT. 2 (D- A (DH-- B M i0 I�. 6 io g 2 Q Ad*M to NAAM -3" 3"-1 3.6 6"- - I- o�d SEE DETAIL 3" 'e CH6fG811dI OD'irCICI� _ "F" SHT. 2 6" 6" 6" o Do a HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND 3333m ATTACHMENT DETAIL 3: 3: SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, AT 5-1/2" CENTERLINE. SIGNED AND SEALED BY ROBERTO LOMAS, PE 1 25' rT 2. 4" X 4" FULL MORTISE BUTT HINGES. W MIN (FLORIDA #62514) WITH THE LOWEST (LEAST) I D•. •.� 0.25" FASTENER RATING FROM THE DIFFERENT FASTENERS MAX 1"X1/2' CORRUGATED #tOx2" WOOD SCREW CL a. BEING CONSIDERED FOR USE. JAMB, HEAD, AND SHIM 3" FROM EACH END 6" FROM EACH END 25" D." t. AND 7" OC AND 12" OC r m a o THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL 7I I_ r., MIN I DQ -#1-0 WOOD-SCREWS,---1/4"-TAPC`ONs--AND-#1-0-TEK-SCREWS: - - - ---; �.• - --- --- . -0.-25"- - - - I -- - - - -- -- - - w o x iQ U A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACHSH M ACRYLIC o¢ L o ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". CAULK Q> WOOD-SCREW-EDGE-DISTANCE-MIN-3/4-'.-TEK-SCREW-3,/4TYPICAL-MASONRY- CL-I f ----ACRYLIC �h --- _-__-DISTANCE MIN-1/V'. - _= _-- __ --__ --ANCHOR=INSTALLATION--= - --- --- - �� -- =-- ------ - - ---- W ---_ - CAULK 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO °• ;. 1.X_BUCK_MASONRY COMBINATION_WOOD COMBINATION WOOD_ 11 o D - - - _-ACHIEVE- THREADS' MINIMUM BEYOND-STEEL INTERIOR SURFACE- I.50; s. ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MIN 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM -MAx WS (3) N1OX2-1/2" (41 81OX2-1/2" oom<O ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM W EOAD SCREWSCH END WW EACH END OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CLogre: 4/9 07 MINIMUM EMBEDMENT OF 1-1/4". ° ® SME: N.T.S. . ® 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO M.BY: SINS TRANSFER LOADS TO STRUCTURE. ® e ®® CHK.BY: TYPICAL WOOD BUCK ---111 DRAWNG NO.: 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION INTEGRAL WOOD INTEGRAL WW DWG-MA-FLO172-07 MULLION (CHS) MULLION (CHS) SHEET 3 ov 3 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville.NC 27023 Report#: 514008A 434-688-0609 ' Date: 10/10617 r1lornas(Z-vIrlomaspe.com Test Report: N/A Product: Double Door with and without sidelites 12'x6'8"(wood frame) ; Scope: I i This analysis provides calculations,quantities,and spacing requirements for installing product to substrates and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: { Solid members w/h w/out gap: I , a. With threads present in shear plane Fastener type:#10 wood screw (NDS 2012,NDS 2015,TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Or: 0.152 in Moment arm: I, + 0.0000 in ' Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyy= 80,000 psi Side member:Douglas Fir-Larch(6=0.50) Mein member:Spruce-Pine-Fir(G=0.42) Side member thickness: t,= 1.000 in Main member thickness: tm'= 1.500 in Side member dowel bearing strength: F�= 4,650 psiMain member dowel bearing strength: F '= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: �1,= 1.140 in i Mode Im Mode I, Mode II Mode III, Mode III, j Made IV qm= 636.5 lbs/in qs= 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135 P= 725.61 lbs P= 884 lbs B: 1.07 B: 0.57 B: 10.5 B: 0.000 Ko= 2.400 Ko= 2.400 C: -427.674 C: -253.6231 i C: -267.699 C: -93.6 Zm= 302 lbs Z,= 368 lbs P= 331 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs Ko= 2.400 P= 297 lbs !P= !319 lbs P= 263 lbs Min.Design value: Z= 110 lbs Z= 138 lbs Ko= 2.400 Ka=2 .400I Ko= 2.400 Duration Factor: Co= 1.6 Z= 124 lbs j Z= 133 lbs Z= 110 lbs Allowable Desi L 9n Value 2 0): Z'= 175 lbs/anchor I Fastener type: 1/4 ITW Topcon Tabulated values N.O.A.16-1222.06 edge spacing(in); Substrate: Hollow block distance 2.00 4.00 i Minimum embedment: 1.25 in 2.00 130 161 Actual edge distance: 2.50 in 4.00 163 202 Actual C To C spacing: 3.00 in 1 I Allowable Design Value: 9 Z"= 155 lbs/anchor(per interpolation when needed) Fastener type: #10 Tek screw Substrate: 18 GA,Steel Tabulated design value: Z= 1266 lbs i Safety factor: Fs= 4 Allowable Design Value(ZFs): Z'= 316 lbs/anchor I Minimum anchor capacity: 155 lbs/anchor II Note:Anchors with the least capacity is used for calculations to quality anchors with higher capacity. i _Anchor calculations,minimum required anchors 36:38 36.38 Design pressure: 60.0 psi I'j -tArea Load Ind, Max. Anchor III Y Al Zone (ft) (Ibs) (in) O.C. Cap. Load Result! A2� A2 79.25 (in) (lbs) QtyLoad Ili Al Al A, 2.3 138 N/A N/A 155 1 138 OK 4 ) AZ 7.7 463 6.00 21.00 155 5 93 OK'.,72.75 A3 7.7 463 N/A N/A 155 1 3 154 1 OK,, 37.50 36.38 36.38 37.50 Design pressure: 60.0 psf Al Aa Aa ' Al Zone Area Load Ind. MO Lap Anchor Load Result' �J�S `0•,,9 A2� Y 15 Y Y� (ff) ( ) (in) (in) (Ibs) Qty (lbs) I `%/••�\C Ns�.�'/i 79.25 Ai 2.4 146 N/A N/A 155 1 146 OKI : *4- -TAT 0 5� ••*' Al. Aa Aa Al AZ 7.9 473 6.00 21.00 155 5 95 OKI r e A3 7.8 468 N/A N/A 155 4 117 OKI;J -- • �� 147.75 A 2.3 138 N/A N/A 155 1 138 OKI Q F .' As 7.7 463 N/A N/A 155 3 154 OKI I I • • �(/ Ii Luis R. Lomas P.E. 1 of 4 FL No.: 62514 10/10/2017 � I I ' I I � L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville.NC 27023 Report#. 514008A 434-688-0609 Date: 10/10/2017 I rI Iornas(d)Irlorll aspe.com I I j Anchor Locations: ' I ' Double door i 36.38 36.38- 6.00 6.38 6.00 TYP. 6.00 TYP. 18.19 TYP. I 3.00 TYP. I 6.00 18' MAX O.C. I I . i I ' I � 79.25 I ' I I a I 6.00 j I ' 41 t ' I I ' 11 , I. I I I I, I =*• �51 �j TAT OF •z� 00 ,c ONACe: G\�� Luis R. Lomas P.E. FL No.:62514 2 of 4 10/10/2017 I I I' L. Roberto Lomas P.E 1432 Woodford Rd. ManManufacturer. Masq ite Repor 'I Repor' 514008A t #` LeWswff..NC 27023 Date: 10/1012017 434-688-0509. Double dooi with sidefites 37.50— 37-50 36.38 38"8 6.00 TYP. G..C) 18.19 TVP. 3.00 TVP.JIF 6.00 MAX- O.C. 79.25 6.00 ii L 0 -40 TAT 0 F • 0,0 /��fiiysja ORVOt- NAL �G\x Luis R. Lomas P.E. FL'No.:62514 10/10/2017 3 of 4 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer Mason'to Lewisville.NC 27023 Report#: 514006A 434-688-0609 Date: 10/100/2017 rllomas-'ENdomaspe.com f i I Installation instructions: i 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS j WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2 RAINIIRAI IRA 17n=nlQ-1�17 Al I.! 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4"TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A.1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE.WITH 2 1/2" I MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BEL W. 1 METAL3. FOR ANCHORING THROUGH FRAME INTO U TURF E.#10 M R SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE I{ INTERIOR WALL WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 1 4. ALL FASTENERS TO BE CORROSION RESISTANT. !' 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: j A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42 B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. ! i C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052"THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. j 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. I 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. I 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2"UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. }' 10. WHERE WOOD BUCK THICKNESS IS 1-1/2"OR GREATER,BUCK SHALL BE SECURELY FASTENED TO J MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED'THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED j COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE I ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. � I ' I � I , I I I ii I I O **\rEN • :�y��i 519 { 4- 'TATO F 1 •w t //;/j 0/0 Luis R. Lomas P.E. I FL No.: 62514 4 of 4 10/10/2017 i I;I ' , i i it I i L. Roberto Lomas P.E. 1432 Woodford Rd Manufacturer. Masonite Lewisville.NC 27023 Report#: 514012A 434-688-0609 Date: 10/162017 rlionlas(Z-virlomaspe.com i Test Report: N/A Product: Double Door with and without sidelites 12'x6'8"(composite frame) scope: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/8 w/out gap: I i a.With threads present in shear plane ' Fastener type:#10 wood screw ' { yp (NDS 2012,NDS 2015,TR12) I { Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Dr: 0.152 in Moment arm: 0.0000 in I Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyn= 80,000 psi Side member:PVC Main member:Spruce-Pine-Fir(6=0.42) Side member thickness: t,= 1.000 in Main member thickness: itm� 1.500 in Side member dowel bearing strength: F„= 10,000 psi Main member dowel bearing strength: F, = 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: 11m'- 1.140 in Mode I. Mode I, Mode II Mode III, Mode III, Mode IV qm= 636.5 lbs/in qs= 1900 lbs/in A: 0.0005 A: 0.00066 I A: 0.00092 A: 0.00105 P= 725.61 lbs P= 1900 lbs B: 1.07 8: 0.57 B: 10,5 8: 0.000 K,= 2.400 Ke= 2.400 C: -661.799 C: -253.623 C: -521.824 C: -93.6 Zm= 302 lbs Z,= 792 lbs P= 510 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs Ko= 2.400 P= 324 lbs !P= 529 lbs P= 299 lbs Min.Desi n value: Z= 125 lbs Z= 212 lbs g Ko= 2.400 Ka= 2.400 Ko= 2.400 Duration Factor: C,7 1.6 Z= 135 lbs 1 Z= 221 lbs Z= 125 lbs Allowable Design Value(ZCO: Z'= 199 Ibs/anchor Fastener type: 1/4 ITW Tapson Tabulated values N.O.A.I6-1222.06 edge spacing(in) Substrate: Hollow block distance 2.00 4.00 Minimum embedment: 1.25 in 2.00 130 1 161 1 Actual edge distance: 2.50 in 4.00 163 1 202 I Actual C To spacing: 3.00 in j Allowable Design Value: Z"= 155 lbs/anchor(per interpolation when needed) Fastener type: #10 Self tapping screw (Calculations per 2015 Aluminum Design Manual lsection J.5.5) Nominal screw diameter: D: 0.190 in Screwroot area: A• 0.0151 int Actual edge distance: de: 1.085 in Screw shear ultimate strength: Fn 54.0 ksi Per table J3.2 of 2010 Steel Construction Manual 14th Edition Side member material:Vicryl PVCMain member material:6063-T5 aluminum Thickness: tj 1.000 in Thicknless: I t2 0.052 in Ultimate tensile strength: I'M 14 ksi Ultimate tensile strength: F,„2 22 ksi Nominal strength per bearing(side member): Rn=2Dt,F,�� Rnl= 5320 lbs (Eq J5-12) Nominal strength per bearing(main member):Rn=2Dt2Fn2 Rn2= 435 ibs (Eq J5-12) Nominal strength per tilting:Rn=4.2(t23D)112Fn2 Rn= 478 lbs (Eq J15-13) Nominal screw shear strength:Rn=A,F,,,/1.25 Rn= 654 lbs (Eq J.5-14) 1 Safety factor: n=3 Allowable shear and bearing capacity: Pm 145 lbs/anchor i 1 Fastener type: #10 Self tapping screw (Calculations per AISI-SI00-12,sections A2.3.2 and E4,3.1) Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: I F,,, 54.0 ksi Screw root area: A, 0.0151 int Per table J3.2 of 2010 Steel Construction Manual 14th Edition Side member material: Vinyl PVC Main member material: Metal fuming Thickness: tl I.0in Thins: 12 O.0"" 14 Ultimate tensile strength: Ful 14 ksi Ultimate tensile strength:i Nominal strength per tilting:Rn=4.2(t?o)1r21`„2 Rn= 1001 lbs (Eq E4.3.1-1) 1 \\\� c R, L O,/J�/� Nominal strength per bearing(side member):Rn=2.7DtiF„, Rnl= 7182 lbs (Eq E4.3.1-2 and-4) \\ _\�i7• • • • 'A Nominal strength per bearing(main member): Rn=2.7Dt2F„2 Rn2= 1280 lbs (Eq E4.3.1-3 and 5) \� • \0 E tV s •qt��i Nominal screw shear strength:Rn=A,F•,/1.25 Rn= 654 lbs '_� � • Safety factor: 0=3 ' 1 •� *• % 5.r 1 •• '*' Allowable shear and bearing capacity: P„ 218 lbs/anchor • , • Minimum anchor capacity: 145 lbs/anchor0 F • Note:Anchors with the least capacityis used for calculations to qualify anchors with higher capacity. 1 ~ • • .t �• • F, j 0RVDS �/ �ONAL Ea � Luis R. Lomas P-E. FL No.:62514 1 of 4 10/10/2017 ' I r1 I j 4 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer. Masonite Lewisville.NC 27023 Report#: 5140'P�2A 434-688-0609 Date: 10/10/2017 rlloinas, IrlOmaspe.00m I j' Anchor calculations,minimum required anchors 36.38 36.38 Design pressure: 60.0 psf i Max. Anchor j Area Load Ind. i Al Al ZoneO.C. Cap. Load Result Y 79.25 (ft) (Ibs) (in) Qty 11 �Y I I (in) (Ibs) (Ibs) I , A Al A, 2.3 138 N/A N/A 145 1 138 OK;' AZ 7.7 463 6.00 21.00 145 5 93 OKi 72.75 A3 7.7 463 N/A N/A 145 4 11;6 OKI 9 I 37.50 36.38 36.38 37.50 Design pressure: 60.0 psf 4 Area Load Ind. Max. Anchor L ' �A/i A4 A4 Al Zone a O.C. yCap. Lo6d Result I Y Y Y� (ft) (lbs) (in) (in) (Ibs) Qty (Ibs) I f 7A3 P5 P3 9.25 A, 2.4 146 N/A N/A 145 2 73 OKI i Al Aa Aa AZ 7.9 473 6.00 21.00 145 5 95 OK;', j A3 7.8 468 NLA N/A 145 4 114 OKI? 147.75 A4 2.3 138 NLA I NLA 145 1 138 1 OKI A5 7.7 463 NLA I N/A 145 4 116 Oki i Anchor Locations: Double door 36.38 - 36.38 I i 6.00 TYP. 6.00 NP. 18.19 NP. I 3.001"y I j 6.00 i MAX O.C. �{ I ' i I i I1 I 79.25 j Lo 6.00 �$ J E il, ;`v••��C NSA err OF TAT 10, 1b 14, /t��► s/ONA1.`�?��. Luis R. Lomas P.E. FL No.:62514 2 of 4 10/10/2017 ri i �i L. Roberto Lomas P.E. 1432 Woodford Rd. Manufactufer: Masonite Lewisville.NC 27023 Report#: 51402A I. 434-688-0609 Date: 10/10%2017 rllomaS!7lrlomaspe.coni Double door with sidelites I' 37.50 36.38 36.38 LI 37.50 ' i 18.75 TYP. ;II 6.00 TP. 6.00 TYP. 18.19 TYR 1 II ' 3.00 TYP. (1 6.0o I I I I II is" I MAX O.C. I � ' t �+ I I ' 1 79.25 ; ' I � I� I I 6.00 i j II i it i i I � . f i ' I I I i � i I I I ` � I ft ' II t N���S R• 0 /iii 0 Ap.5 • o , TAT OF ; f �ORIO •• �� 'i I ONAI. Luis R. Lomas P.E. 3 of 4 j FL No.: 62514 10/10/2017 I It i li ! I I� ! iI I �I , i I I ' I L. Roberto Lomas P.E. 1432 woodlord Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 5140112A 434-688-0609 D6te: 10/10/2017 rilomasCaN ornaspe.CAm I , Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWSI WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. i 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4"TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE#10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42 i B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. j C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052"THICK MINIMUM 6. ANCHOR LOCATIONS,SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2"UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. ; 10. WHERE WOOD BUCK THICKNESS IS 1-1/2"OR GREATER,BUCK SHALL BE SECURELY FASTENED TO MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE.UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 11 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. i 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. i I i 1 I • I ' I I li it i • i I i ' ���J\S• . • �?� iii *• 051 •' I., TAT OF •ti,� 010MAL,E ���� Luis R. Lomas P.E. FL No.: 62514 4 of 4 I 10/10/2017 � I I i, I ,