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HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: P Permit Number: Building Permit Application Building and Code Regulation Div cion anning and Development Services P6vi;A 96pe+9aar�mrrent 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential 'PERMIT APPLICATION FOR: To Select from.dropbox, click arrow at the end of line -PROPOSED I,M.PROVEMENT LOCATION r ? Address: 2S S,o ��`.�ys11 �+�G• Legal Description: Lboc c Property Tax lD#: 3�Z�P ��c�3 X01 ova CX�C'�� Lot No. S( Site Plan Name: �c��; C� ie+hs Block No. Project Name: Setbacks. Front Back: Right Side: Left Side: >DETAILED DESCRIPTION�OF WQRK L arta Additional work toa er orme under this permit-check a appy: ❑_HVAC Ei Gas Tank 0Gas Piping _Shutters Zwindows/Doors ❑Electric ❑.Plumbing Sprinklers Generator Roof Roof pitch Total Sq. Ft of Construction: S . Ft. of First Floor: Cost of Construction:$ Z17 Co S5 utilitiesSewer[]Septic Building'Height: OWN'WLESSEE . CONTRACTtJR 4 Name is :✓ n� S r`' Name: PeterA`Cafaro"III ,- Address:�s.2p T '.... � ;� hG�`•�f'G•G Company: Lowe's Home:Cegters, •LLC-.. ' . k:sem. [.._., � : . City: o E State: Address: F`.O.Box.781,993„ Zip Code: 3�tQ 5z Fax:'' City: Orlando' State: FL Phone No. -1 '7 7- Q - 32M Zip Code: 32878-1993 Fax: E-Mail. Phone No. Fill in fee simple Title Holder on next page(if different E-Mail: from the Owner listed above) State or County License: CGC1508417 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: of Applicable BONDING COMPANY: _Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize thepermit 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 consideration of 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,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement ay esult in yo ying twice for improvements to your pr ty. A Notice of Commencement must be ecord d and osted n the jobsite before the firs spect' n. If u intend to obtain financing, consult ith len er o n attorn y before commencin wo or ecordin our Notice of Commencement. s Signature caner/Lessee/Co tractor s ent for Owner Signature f ontractor/License Holder STATE F F ORIDA STATE F LORIDA COLIN OF Orange COLIN F Orange The ar ing in trument was acknowledged before me The forg in instrument was acknowledged before me this ay o 20 -by thisG d y of 20 tq_by Peter a Cafaro I 1 Peter A Cafaro III (Name of person acknowledging) (Name of person acknowledging) r � . l (Signature o Notary ublic-State of Florida) (Si nature of No ry Public State of lorida ) Personally Known x OR Produced Identification Personally Know x OR Produced Identification Type of Identificati P Type of Identification P • Notary Public State of Flori a r Notary Public State of Florida Commission No. :° Kari M Ri� Commission No. _° "` Kari M icy 17ni < y Comms i 981647 < M ComrrLsslon FF 981647 y:_ Y ov Expires 05/2812020 Expires 0512812020. o:n Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS 2019-07-07 11:03 installed sales 0703 7726927532 >> _HFR P 212 R CEIVED �U�-15 2019 5T. Lucie county, Permitting a f � i _ SM Home Log In User Registration Hot Topic i Submit Surcharge Stats&Facts I Publications € contact us SCIS Site Map Links Search bProduct Approval r is Product Appmvat Menu>product or Aiolication Search>AP.Mication List>Application Detail �7 r^, FL# F—L16468;R13.._� ra��E��/ iJ Application Type on Code Version 017 J I I I 15 .019 Application Status p v t- i ST. Ucle.County, Permitting Comments - --- Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category (: E-terior Doors Subcategory Swinging Exkerior�Aslembli, Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer © Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Hermes F Norero,P.E. the Evaluation.Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2022 Validated By Locke Bowden P.E. CJl Validation Checklist-Hardcopy Received Certificate of Independence FL16468 R13 COI COI 3W SS 2015-04-27.pd Referenced Standard and Year(of Standard) Standard Year TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16468 R13 Equiv ASTM E84 Equivalency.Letter SS 2,017-08-31odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/22/2019 Date Validated 04122/2019 Date Pending FBC Approval 04/29/2019 Date Approved 06/18/2019 Summary of Products FL# Model,Number or Name Description 16468.1 A Design Pro/Smooth Pro J Studio Single(X)Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Fiberglass Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R13 11 A010861A X.OPQ SS 2019-04-22.L),df Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 Impact Resistant:No Created by Independent Third ParW.Yes Design Pressure:N/A Evaluation Reports Other: FL16468 R13 AE PFR4655j SS 2017-11-0.ndf Created by Independent Third Party,Yes 16468.2-,/ B Design Pro Smooth Pro Single(X)Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Fiberglass Outswing ng Dand — Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R13 11 A010862B X,GLZ SS 2019-04-22.off Approved for usa�.�HVHZ-Yes Verified By:Hermes F.Norero,RE.73778 Impact ResistVd. o I Created by Independent Third Party:Yes Design Pressuk.LN/A_--,/ Evaluation Reports C. Other: FL16468 R13 AE PER4430.2 X GLZ SS 2019-04-22.pd� Created by Independent Third Party:Yes 16468.3 C Design Pro Smooth Pro Studio Double(XX)Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Inswing Fiberglass and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R13 11 AO 10663A X,OPO SS 2012zQ4-22.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure-N/A Evaluation Reports Other: FL16468 R13 AE PER4656.1 SS 2Q17-11-17.od Created by Independent Third Party:Yes 164 D Design Pro Smooth Pro Double(XX)Glazed Door 6-0 x 6-8 and 6-0 x 8-6 Inswing Fiberglass and Outswing Z;–iK—.fUse Installation Instructions Approved for use in HV FL16468 R13 11 A0IQ864A XX,GLZ SS 2019-04-22.pd air use a 3 ? Yes Approved f HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 Impact Re Created by Independent Third Party:Yes Design Press�e- Evaluation Reports Other: FL16468 R13 AE PER4432.2 XX GLZ SS 2019-04-22,vdf Created by Independent Third Party:Yes 16468.5 E Design Pro Smooth Pro Studio Single with sidelite(s)(XO/O,X/O,X,O)Opaque Door 9-0 x Fiberglass 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R13 11 A010865A XOX,OX,OPO SS 2019-04- Approved for use outside HVHZ-.Yes 22.)d I Impact Resistant-No Verified By:Hermes F.Norero,P.E.73778 Design Pressure;N/A Created by Independent Third Party:Yes Other: Evaluation Reports FL16468 R13 AE PER4657.2 OXO OPO SS 2019-04-2_2.pdf Created by Independent Third Party:Yes 16468.6 F Design Pro/Smooth Pro Single with sidelite(s)(X,01 O,X/OX,O)Glazed Door 9-0 x I Fiberglass 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ-.Yes FL16468 R13 11 A0108668 XQX.OX,GLZ SS 2019-04- Approved for use outside HVHZ:Yes -22.pd Impact Resistant,No Verified By:Hermes F.Norero,RE.'73778 Design Pressure:N/A Created by Independent Third Party:Yes Other: Evaluation Reports FL16468 R13 AE PER4434.2 OXO GLZ SS 2019-04-22,i)d Created by Independent Third Party:Yes 16468.7 G Design Pro j Smooth Pro Studio Double with sidelite(s)(XXO/OjXX/O,XX,O)Opaque Door I Fiberglass 112-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1646S R13 11 A010867A OXXO,0XX_QP0 SS 2019-04- Approved for use outside HVHZ:Yes 22.od Impact Resistant:No Verified By;Hermes F.Norero,P.E.73778 Design Pressure.N/A Created by Independent Third Party.,Yes other: Evaluation Reports FL16468 R13 AE PER4658,2 OXXO OPQ SS 2019-04- 22j3d Created by Independent Third Party:Yes 16468.8 H Design Pro Smooth Pro Double with sidelite(s)(XX,O/O,XX/O,XX,O)Glazed Door Fiberglass 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes EL16468 P13 11_A010868A QXM OXZ,GLZ SS 2019-04- Approved for use outside HVHZ:Yes 22.od Impact Resistant:No Verified By: Hermes F.Norero,RE.73778 Design Pressure:N/A Created by Independent Third Party,.Yes Other: Evaluation Reports FL16468 R13 AE PER4436.2 OXXO GLZ SS 2019-04-22.gdf Created by Independent Third Party:Yes Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED employer.0gilyright 2007-2013 State of Florida.::Privacy statement::Accessibility Statement::Refund 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 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 I 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a .personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click bAre, Product Approval Accepts- a WN RR M Creck Card PREPARED BY: 37 MAX._ i O.A.A.WIDTH It 1 371/2"MAX. s 4) — BUILDING DROPS,INC. 298 E.DANIA BEACH BLVD.STT.338 N -O.A-WIDTH DANNBEACH.EA330M W I N D O W S & D 0 Q R S 6 ' 3 AXPft:ES113FJ84]8 5 4 6 iA%:1%el]Ala]38 WE8:wwxdN841ng4.'_ ju ww3 DESIGN PRO/SMOOTH PRO FULL LITE 3 6 NON-IMPACT �_ le _ w 6 oD io t7 FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 6 14 2xO1 n ACTIVE Cc uj� <•+ ciao p 2id� 3 4¢ c� q6 z s p ACTIVE a g 4 O 6 = •Z Z M �GENERAL NOTES: 4 s g 2 C!Z O w�O � �� h0 1- � 1, THE PRODUCT SHOWN.HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA O / ! Z ; 2 z BUILDING CODE HOW INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWINGwo • TAS 202.94 Z w Q a 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE QJQ w ~ RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THELiz 4 U� 3 FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF a e 3 4 5 6 7 8 9 a( D INSTALLATION. a •a 4 4 4 4 4 4 a 4 a 4 } a TYP.ELEVATION 1 TYP.ELEVATION 2 a W 5i 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR 6.e-acsaxocxf a•�BoaBHEwxr'i A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED ,•371/2"MAX. HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS O,1 WIDTH DOCUMENT. REMARKS BY DATE 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT Add Vent tate Option GL 5(5/14 RESISTANCE. a< Add ADA&MuIU-Pt GL /19/1 S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. t- ! & FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN W �ANDPIALLNOEbtKHIDDNCm.NMITSDPPABS GLASS,DECORATIVE,EXTERNAL AND INTERNAL WROUGHT IRON.RADIUS(SHAPED)LITES ARE QUALIFIED FOR P�!9= .11.1 wMADDIN HADSr8e8MNBD88PS•IA. N H W M(tMt1DNS.AOpxoN5.1t16IRIGNNN40a0IxfR 6"-8"DOORS AT Op+(-65 ONLY. DD,..,N 2 raAmr9GSTD]m DBeeuExr,uE nDi v�EaMmeD AxD C6 w 7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSSURE (WTP)OF 9.75 PSF. _t7� 9 ,1TS11111111jj ` REMAINING SILLS NOT RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION REQUIRES THAT d p �%%% % PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(ON)RATIO ON LENGTH+ON HEIGHT IS 1.0 O?� \ to ACTIVE S A OF JL Lj L W TYP.ELEVATION 3 �4+s% EACH TABLE OF CONTENTS RtSIR SHEETNOTE: 6ioa6utlNan iia FFF •� E E ��`� SHEET REVISION SHEET DESCRIPTION DOORS SHOWN ABOVE MAY BE LEFT Digllallyslgned by ermas F Norero OR RIGHT HAND OPERATING DOORS, Reason:I am approving this documen 1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ..—.. Date:2019.04.2220:25:07-04'00' 2 B TYPICAL ANCHOR LAYOUTS AND NOTES MAX.OVERALL DESIGN PRESSURE(PSF) DATE: 02,05.14 NOMINAL 512E MISSILE 3 - OPTIONAL 2X BUCK ANCHORING DETAILS CONFIGURATION IMPACT DWG.BY: CHK.BY: 4 e VERTICAL ASSEMBLIES WIDTH HEIGHT INSWING OUTSWING RATING SSM TIM MSS 5 a HORIZONTAL ASSEMBLIES POS. Na EG, SCALE: NTS 6 B GLAZING DETAILS X 3'-0" 6'-8" 65• 65 65• 65_ NOWIMPACT DWG.1l:A010862B 7 a WOOD SUBSTRATES 3'.0" 6'-8" 65• 65 65• b5 NO - SHEET: OF9 X(RADIUS) 3'4" 6'-8" 65• 65 65• 65 NONIMPACT 8 B CONCRETE SUBSTRATES 9 8 COMPONENTS&BILL OF MATERIALS X 3'-0" 8'-0" 50• 50 501 50 NON-IMPACT *SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. PREPARED BY: INSTALLATION NOTES: 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. it SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM BUILDING DROPS,INC. STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS,SHIM(S)SHALL BE CONSTRUCTED E90 f.UANIAOfACN 01V0-STE.33a OFA NONCOMPRESSIBLE COMPOSITE OR BETTER. owuaTacN,n339w vNr ros+13v9aEra 2. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO, vax.I93EIlay.snE vrf e:www.M"VJIt44mPtmm FOAM,BRICK VENEER,AND SIDING. 3. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR ZI- MANUFACTURER'S INSTALLATION INSTRUCTIONS. 371/2°MAX. W O.A.WIDTH F- A. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. 3"TYP. 3"TYP. p 0 4 . EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. C2 C2 4 ^ I� S. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK s d CONCRETE/MASONRY CONSTRUCTION. 1o 2 tr'f Y 6, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: p�Z OO m A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0,55. W° 8.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 2 1 a C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OFt, w a 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. �' SITS 4E lv�l. HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH .-t w I- D. r p S OF 2000 PSS. m f w 1.1 C9 O O z p 6 d & SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR LOCATIONS, 3 's EDGE DISTANCES,EMBEOMENTS,AND SHIM SPACING. O w w 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM Oy EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. REMARKS BY DATE Add Vent Lite Option GL S/5/14 a! Add ADA&Multi-Pt GL /19/1 F= ANCHORTABLE DIP ?. UIDSNMI NOT 0f—oDOCfO W NMR[OAPMT MAX.O.C. MAX.O.C. A2 ANCHOR ` WRNOaTWOrAFNCONS[NTOEBNIUINaOROM,WC, 6'8"DOORS 8'0"DOORS •-r--rr MIGHT SPACING AT SPACING AT a••9•2i LAYOUT umuTmNxnamnaa,wanrmrsiNaoaonva ANCHOR MIN, MIN,EDGE EMBEDMENT DISTANCE yA—""'J—""—' MuuorT,s TOTIE3EOEUMFNTARCNOT➢EAMiREDANp ANCHOR TYPE SUBSTRATE JAMBS JAMBS „i NO ANCHORS REQUIRED ATTHE SILL FOR SINGLE DOORS(X)ONLY. ♦� �,r WOOD SCREW 010 2 WOOD INC BUCK 1`1/2” 3/4' 17.1/2" 17-1/4" ^• .` `S Y• �� 74 •7 TW TAPCON /16" CONCRETE/CMU 1.1/4' 2.1/2" 17-1/2 17.1/4" *. 5 NOTE: O)" 1,14 ti ELCO ULTRACON 1 4" CONCRETE/CMU 1" 17-2/2" 17.1 4" NACTIVE AND ACTIVE DOOR PANEL r / 1-114•-cMu / .( ORIENTATION IS INTERCHANGEABLE. ITW TAPCON 3/16" CONCRETE/CMU 1.114" 1" 10' 14.30" B2 2•N9 X 21/2•PFH SCREWS 2.09 X 2 1/2'PFH DETAIL 02 25 26 DATE: 02.05.14 TYP.HOPPE PFM SCREWS MULTI-POINT SHOOT BOLT DWG.B: CHK.BY: • PLATE LOCATION SSM TIM MSS DETAIL B2 (RH PLATE SHOWND2 SCALE: NTS TYP.HE I-BOTTOM SHOOT DWG.N: MULTI-POINT SHOOT BOLT BUT PLATE A0108626 PLATE LOCATION HOPPE 02098911 SHEET: OF9 A SILL SECTION VIEW (HEAD SECTION VIEW SFE OWSWWGSHOWNOWESSiAataa INSX9N6 SNatt4WJOOMf1AR G AAiI 02 OF SEFotumOtTAR 01 PREPARM SY-. l_.J BUILDING DROPS,INC. 398 E.DANUIBEACH BLVD,STE.338 OMAUACKFL330M FN:193N134}INTI O. FAN:193AI1M.4730 4 1j2"TYP. 4112"TYP WE&wwxbwd'ghop- 1 1/2"OFFSET r ! Rll � a r h CS C9 a _ZO ° O Q p 0 Z O Q 0 0 a dW4z V t= 1 F`I REMARKS BY DATE '— Add Vent Lite Option GL 5/5/14 ( P.ANCHOR LAYOUT Add ADA&Multi-Pt GL 31191T, �3jBFnoxu3NBua1xc0NaErUNwsoNNr ANDSNAMTINCQMENIWBU NDLEDNFMT WIINDUI WRITItNCONStN1 of BUDDwO NNUF3.IN0 . AtiFNAT(ONL.ADDRtoN;HNYNI6NTN4MOIRN AIANDNCiS TO TNIF NOCUMnRAPt NDT F[NMDI[D AND Ib tt lU 11/4"MIN.EMBED TYP. +``,`�1tti 1 1 t h/////'' 0 SEE TABLE 2X BUCK ANCHOR TABLE IS C5 Py 0 B'B"DOORS 8'O"DOORS z Z ANCHOR MIN. MIN.EDGE MIN.CENTER *. ANCHORTYPE SIZE SUBSTRATE EMBEDMENT DIST.TO TO CENTER ] S A OF SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. O ,y SPACING AT SPACING AT 2X WOOD BUCK INSTALL IAMBS 1AMRS '�i�t�• � •�, �`� 2X W000 BUCK ANCHOR PER BUCK ANCHOR TABLE ♦N ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2.1/2" 4` 25" 30-1/4" 2X WOOD BUCK INSTALL. 2X WOOD BUCK INSTALL ElCO ULTRACON 1/4" CONCRETE/CMU 11/4`-CMU 11- 8'-CONC " 4' 25" 30-1/4" aou urnon-- sroN VIEW _ DATE: 02.05.14 NOTES: SSM JM CHK mss 1. 2X BUCK 15 NOT FOR INSTALLATION AT SILL. SCALE: NTS 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG,N:A010862B SHEET: OF 9 3 PREPARED BY: HINGE SCHEDULE HINGE DETAIL AT JAMB: PLACE#9 X 2.1/2"PFH SCREW NEXT TO WEATHERSTRIP U DOOR HEIGHT QUANTITY 6'-8" 3 BUILDING DROPS,INC. -\ � 39B E.DANIA BEACH BLVD„BIL.338 4 DAI"AmCH,F113004 FAX-(9#3998A)8 iAX:193A)TAlAT3B WLB:wxv.6u3tlME*-- 1 >$ � 18 19 1 \�� r � /ff INTERIOR INTERIOR �\ r Q ' € '� 1.89%2-i(2"PHILLIPS �� N Lu �.., FLATHEAD WOOD SCREW ~' 3.49%3/4"PHILLIPS cc 2 Z Z o FLATHEAD W000 SCREWS MW a EXTERIOR EXTERIOR` 4•#9 PHILLIPS FLATHEAD WOOD SCREWS Lg 17 USE 3/4"LENGTH FOR 6'•8"DOORS W USE 1"LENGTH FOR 8'-0"DOORS O O 0 1 LUCK JAMB _ [ HINGE JAMB 5 OUTSWINGSHOWN-INSWINGSIMILAR OUTSWINGSHOWN-INSWINGSIMILAR F REMARKS BY DATE Add Vent Lite Option GL 515/14 _ Add ADA&Multl-Pt GL /19/1 9-49%13(4"PFH 3-#8X2"PFH 13.48X13/8"PFH(6'-8"UNITS) 2"PFH W/HARDWARE COME X 13/8"PFH(RE UNITS) B.49 X 2 1/2' ' (6•8" ' "&8•0UNITS) W/STRIKE HARDWARE COMES W/HARDWA W/STRIKE HARDWARE 1•MPL STRIKE PLATE AND SN30.NOTBI RIFRBBUCED M WIIOUDABMI 4-MPL STRIKE PLATESwrtNauz xzuzrzncoxstFnoi3wlau�BDnoFs,uu 4-48 X 13/8"PFH AU LDAzmns,ADanmu.—usurNID.oeo- 1-REINFORCEMENT PLATE^� nzuuonDzronr000cunuHFAaE"HmvurAmzoANB 20 1 HOPPE#2512296 r,, +`,,�1.LtittFLtFJJ2''' EXTERIOR EXTERIOR ' N . w INTERIOR o INTERIOR ci ���SS �'O ,•�ew�✓,r"" FBT,CLR. FIR YD6lA3)8 11 u 4 ROCKWELL MULTI-POINT LOCK JAMB 5 HOPPE MULTI-POINT LOCK JAMB B HOPPE MULTI-POINT LOCK DATE: 02.05.14 5 OUT5WINGSHOWN-INSWING SIMILAR 5 OUTSWINGSHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG.BY: CHK.BY: SSM/TimSsm/Timl MSS SCALE: NTS DWG•#:A010862B SHEET: �y OF9 J PREPARED BY: BUILDING DROPS,INC. 398 E.DANIA BEACH BLW,,STE.330 1"MAX. EMHIASEACH,H.3 1'MAX. 1"MAX. 1"MAX. PHa9S4139B8478 — IRSPACE t FAa:(9U)7U.a3B 3/4'AIRSPACE 3/4„AIRSPACE r I I INTERIOR (� EXTERIOR i 3/4`AIRSPACE vnB:uxw.euiumea.Anuom INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR. 1(8”TEMPERED GLASS A z4REDI-SEAL 8"TEMPERED GLASS a� 1/8-TEMPERED GLASS �� i m 1(8"TEMPERED GLASS � >�.n m `S fOW 995 SILICONE SILICONE m DOW 995 SILICONE w Is D mTYL m BUTYL '^ DOW 99S SILICONE °�' BUTYL 1 a RE �G m jgfl a RE L mY 22 22 23 13 q VF REDI-SEAL DOW 995 SILICONE 2Z WQ )L'-8" GLAZING DETAIL ,�8'-Q" GLAZING DETAIL /3� FLUSH GLAZE DETAIL GLAZING DETAIL N_ 6 IO I/2"MAX.D.L.O.WIDTH 6 20112"MAX.D.L.O.WIDTH6 237/8"MAX.D.L.O.WIDTH FOR OVAL,SUNBURST,AND ROUND TOPS W 621/2"MAX,D.L.O.HEIGHT 781/2'MAX.D.L.O.HEIGHT 78 7/B"MAX.D.L.O.HEIGHT ONLY IN 6'B"UNITS AT DP+/-65 PSF 2 c 0 REMARKS BY DATE 3/4"MAX. Add Vent Ute Option GL 5/5/14 2/2'AIRSPACE Add ADA&Muld-Pt GL /1911 z I - m INTERIOR 1"") o EXTERIOR INTERIOR EXTERIOR c m 1/8"TEMPERED GLASS - MO SNIILLHDT9C EEMOFNI[[D W WHOLL00.pMT BUTYL 118"TEMPERED GLASS wnnpurwartenw"LEmanwtaxcaADps.IHD SEALANT mrtnATmis,MODIavxHx�aw+mwc.vnoTwa 1/8"TEMPERED GLASS n3MwIas3D3ros DDcuMEN3Au NmpwulnmAnD / 23%"OVERALL EALANT tttttttttttj7j7 ZSIUCONE to BONDS REDI-SEAL STRUCTURAL $A1 SEALANTQ .. O1 Q ", 5 GLAZING DETAIL _ 6 GLAZING DETAIL OPTION o •,,rs 3 ��. 6 FOR HALF LITE VERT LITES 6 201/2"MAX D.L.O.WIDTH o } rB/LtTP nIt FLgk�nB IN 6'e"UNITS ONLY 62 518"MAX D.L.O.HEIGHT P O 3•C X 6.8 ONLY N M h ° O M ci DATE: 02.05.14 DWG.BY: I CHK.BY: SSM/Tim I MSS SCALE: NTS S DwG.9:A010862B NOTE: ( SHEET: OF 9 FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN GLASS,DECORATIVE,EXTERNAL AND INTERNAL /""' WROUGHT IRON AND RADIUS(SHAPED)UTES ARE APPROVED 24 ODL VENT LITE ASSEMBLY 1V1 IN ALL GLAZING DETAILS SHOWN ABOVE. PREPAREDUY: 2X WOOD BUCK Ik BUILDING DROPS,INC. 398 E.DANIA BEA01 OLVD.5T 3M MIN. WOODANCHOR EDGE DIST. �gg SEE TABLE ON SHEET 2 SEE TABLE SHEET 2 FAN:(9M17U,17311 Z., SILICONE 6 tW ZI 2X WOOD BUCK u- 0.2 0. sic A cc al -E SH N ED IM % 2X WOOD BUCK WOOD ANCHOR MIN.EMBED. SEE TABLE ON SHEET2 SEE TABLE SHEET 2 Z HEAD (TYPICAL) 2 JAMS(TYPICAL) 3 OPERABLE SILL z a 0 7 OUTSWING SHOWN-INSWING SIMILAR OUTSWING SHOWN-INSWING SIMILAR \,7 INSWING-NO ANCHOR REQUIRED 0 O SILICONE z 4 SILICONE SILICONE REMARKS BY DATE 2X WOOD BUCK 2X WOOD BUCK Add Vent Lite Option GL 5/5ft4 Add ADA&Multi-Pt GL 5/19/14 \-2XWOOD BUCK OPERABLE SILL OPERABLE SILL ABLE SILL OPE r7 OPER OUTSWING-NO ANCHOR REQUIRE \,7j INSWING-NO ANCHOR REQUIRED \-TJ OUTSWING-NO ANCHOR REQUIRED AFOD H-497 SILICONESILICONE SILICONE 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK DATE: 02.05.14 DWG.BY: I CHK.BY: OPERABLE SILL g OPERABLE SILL / ( OPERABLE ADA SILL Ssm/Tim I mss OUTSWING-NO ANCHOR REQUIRE 7OUTSWING-NO ANCHOR REQUIRE5-- NTS �INSWING/CNUTSWINIG-NO ANCHOR REQUIRED SCALE: DWG.N:AO10862B SHEET: OF9 [1>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 7 PREPARED BY. I..�:d SX WOOD BUCK BUILDING DROPS,INC. MIN, (OPTIONAL) Mt.DANIA BEACH B=,STE.338 EDGE DIST. SILICONE DANAscAcH,tt.m SEE TABLE SHEET 2 • FA:-1911338AA]B CONCRETE ANCHOR wEe:www.aoBdL�e,oP3xwD r SEE TABLE ON SHEET 2 Q N (y wW w,=n ".• CONCRETE/ m o MASONRY 2 z BY OTHERS n"r. / >' CONCRETE/ u- C) g w / MASONRY • ,''1'• BY OTHERS R�j IX WOOD BUCK (OPTIONAL) C) [[ d SLIM a m Y z CONCRETE ANCHOR CONCRETE/MASONRY BY OTHERS O LuIN.EMBED. M11.�.... SEE TABLE ON SHEET S TABLESHEET2 aI3,1 0 HEAD (TYPICAL) 2 AMB(TYPICAL) 3 OPERABLE SILL z 75WINGSHOWN-INSWING SIMlLAR ,8 OUT WING SHOWN-INSWING SIMILAR $ INSWING-NO ANCHOR REQUIRED a o a SILICONE 40 SILICONE SILICONE REMARKS BY I DATE Add Vent Ute Option GL 5/5/14 •a d• d d' La d. Add ADA&Multi-Pt GL /19/1 •a d •a d d CONCRETE/ CONCRETE] CONCRETE/ MASONRY MASONRY MASONRY AxosHAtt Nor BE atvxoouttomw"IR oA vuir BY OTHERS BY OTHERS BY OTHERS vmxouTwuntNmxuwtD]euttExaoBDotlNc MT[RiTOM5,A06IRDN3,IBDNHGHflxD,0A03i2A MAPpNO3 TOlNHDONNtNTABEN0IMMIITIEDAND 011 fl _OPERABLE SILL { OPERABLE SILL (j� OPERABLE SILL �����`'""EI'JJ''�•,,� OUTSWING-NO ANCHOR REQUIRED8 INSWING-NO ANCHOR REQUIRED $ OUTSWING-NO ANCHOR REQUIRED ♦♦ ,,. 'fig AFCO H-497 1 ,•'y�" "s'• ,p iw * •• N .77 •� A OF SILICONE �• SILICONE SILICONE sir, t�_ BA � •�• ��` ird .o• 't BSb17e ,d d' .d d 4 d a a• a ?• a 1—CONCRETE/ CONCRETE/ CONCRETE/ - MASONRY MASONRY MASONRY DATE: 02,05,14 BY OTHERS BY OTHERS BY OTHERS DWG.BY: CHK.BY: g OPERABLE SILL g OPERABLE SILL _ OPERABLE SILL SsM pm I MSS OUTSWING-NOANCHOR REQUIRED $ OUTSWING-NOANCHOR REQUIRED \,"UTSWINGJINSWING-NO ANCHOR REQUIRED KALE: TUTS DWG.u:A010862B SHEET: OF9 p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW [('"'�� SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 7( EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 1..JJ PREPARED BY: BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK ITEM# DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2048911 FINGER-JOINTED PINE /Z p BUILDING DROPS,INC. SOLID PINE 1 FRAME HEAD/JAMBS /,�., 39a EDDMu1AaBE�a�.RMMSTE 338 LAMINATEDVENEER lY Pn:f%43"a 78 LUMBER p rax:P941944AM COMPOSITE T wFLqemw a:.mm2 (NOTUSED �I'I— _._(LII'(II({.j(y� 3 (NOT USED) - Q r,$ or 9-m"• 4 THRESHOLD - p J FW- m o LL 19- S THRESHOLD - a a 6 THRESHOLD - Q'C L1. d Q sx 7 AFCO H-497 THRESHOLD - 0 000 O 8 THRESHOLD d� Z 9 THRESHOLD - Q ^ O Z I - °O° HANDLE ��• 10 ADA THRESHOLD - IP'? r HEIGHT a Q it WEATHERSTRIP URETHANE FOAM& a -.� ° � �° k F- POLYETHYLENE $^ o ° N N 0 W z 12 NON•COMPRESS40NSWM(0.25"MAX THK.) COMPOSITE r+ ° m O R. z HANDLE [� 13 ODL LIPLITE KIT(RADIUS LITES) HP POLYPRO./PC ABS HEIGHT 9 B+ per.14 (NOT USED) - C�0 3- O SS #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL o C ^ Q o�o ~ o '? 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL 0 REMARKS BY I DATE ap Add Vent the Option GL 5/5/14 17 BUTT HINGE(SEE SCHEDULE SHEETS) STEEL " Add ADA&Multi-Pt GL /19/1 18LOCK SERIES 400 STEEL m 0 $ w 19 D£ADBOLT SERIES 780 STEEL oe 0 20 ROCKWELL MULTI-POINT TONGUE LATCH It STEEL 732287686.8 UNIT .. umuuunores"MOO Mlu"MEDBPAT m wnnourwansxwns[nrasuP.mtm oaePa,wE ROCKWELL MULTI•POINTTONGUE LATCH#732287808.0 UNIT � � u3uurrora,aemrwns,raewroxssre,oaonan (1.63' MwwGsrorxgoowMerrtau x°raaaurtr°xxa 21 HOPPE MUU-POINT HARDWARE HL59000 STEEL a x 22 ODL UPUTE KIT(NI) HP POLYPRO./PC A95 23 FLUSH GLAZING LEG FIBERGLASS ,�+�� ,• ••• �'��� 24 ODL LIPLITE KIT(VENT LITES) HP POLYPROPYLENE 'p .r 25 HOPPE MUU-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL p ®Og raN• '*' • N /' 26 HOPPE MULT-POINT HEAD SHOOT BOLT PLATE RH 08783923 STEEL '79 —1 1.65"L— FRAME HEAD/JAMBS THRESHOLD THRESHOLD THRESHOLD VARIES,SEE BOM ABOVE ` J / 25 HEAD SHOOT BOLT PLATE(LH) rbPR•c ar:o �P an q.44s�a 4.563" I 4.56' ( I 5.62^ - I 4.57•--{ 1.75` DATE: 02.05.14 DWG.BY. I CHK.BY: AFCO H-497 THRESHOLD THRESHOLD ` q THRESHOLD 10 THRESHOLD 26 HEAD SHOOT BOLT PLATE(RH) SSM 1M I MSS SCALE: NTS DWG.#:A010862B �00 SHEET: OF9 4.62" � � I 441_„� o t.75" ✓