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HomeMy WebLinkAbout555 W 1 StCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: S SS Li. P i r s+ strr-e-� Historic District: Yes ❑ No ❑ Parcel ID• A ',®�' ©O r 0 Residential ❑ Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: e r- G-tcss Plan Review Contact Person: 1c,,,tj A (6r'4c-i,, Title: G C Phone: go3-Bb© -y tD j Fax: Email:-!Ran',nno,ja+;,)eb(cAasvcP ainr;l. Property Owner Information Name Street: City, State Zip: Phone: Resident of property? : Contractor Information Name 1pn;-kz"r' c 4 w. �.:� dVlk w.x.(, Phone: %3- 960 - `1 l 0 � Street: Zlfn F�cssc Fax: City, State Zip: Po I H C;kI, R, 33 7b'g State License No.: S G G 15 2 2 9 S O Arch itectlEng ineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: 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 AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this, prope?y that may be found in the public records of this county, and there may be additional permits required from other governmental entities such at; water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID ems' Qz� , :a�D J-23•lr Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature DEBBIE BIAN i UN MY COMMISSION iI rF 17N46 EXPIRES: February 25, 2019 Bonded Thru Notary Public Underwriters Contractor/Agent is Personally KJ�own to Me or Produced ID Type of ID I e-u-p-a/�y-//(S� BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas ❑ Roof ❑ Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ APPROVALS: ZONING: ENGINEERING: COMMENTS: # of Heads UTILITIES: Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: /—e27—Ir40 Revised: June 30, 2015 - Permit Application Blanton, Deborah From: Larry Albritton <geninnovativebldgsvc@gmail.com> Sent: Tuesday, January 23, 2018 3:20 PM To: Building Subject: Fwd: WEB-415726 - P48 - GLASS SERVICE — GLASS REPLACEMENT — Here is the work order and purchase order for the pep boys store requested Sent from my iPhone Begin forwarded message: From: "UFM" <UFM@tampabay.rr.com> Date: January 23, 2018 at 3:02:09 PM EST To: "Larry Albritton" <geninnovativebldgsvc@gmail.com> Subject: WEB-415726 - P48 - GLASS SERVICE — GLASS REPLACEMENT — WORK ORDER NUMBER: WEB-415726 Work Order Type: WEB Work Order Status: Pending Acceptance WorkOrder Description Repair broken window damaged from Hurricane. Date Reported: 1/5/2018 11:52:49 AM EST Priority: P48 Target Date: 1/8/2018 11:50:00 AM EST Contacts Requesting Contact: Robert Thaman Alternate Contact: N/A Location and Request LocationlD: 1416 Location Phone: 407-322-2821 Location Address: 555 W. FIRST STREET, 555 W. FIRST STREET, SANFORD, FLORIDA 32771 Location Description: 1416 - SANFORD Mall Name: N/A Service Location: FRONT OF STORE GL Code: 6513173.0.9999 Request Type: GLASS SERVICE Cost Center: 1416 Request Code: GLASS REPLACEMENT Provider Name: UN133880FL-United Fabrication & Maint Inc PIN: 103014 Contact: United Fabrication & Maint Inc DNE: USD 2250.00 Telephone: 863-295-9000 Fax: N/A PERMIT�- _ VICE f� il�Tpi C14 131 7/8" 41 5/8" 41 5/8" 41 5/8" T T T E9-1068 �YKK 45 FS !STOREFRONT. ;:CLEAR ANODIZED 1FINISH WITH 11 /4" CLEAR :TEMPERED ;GLASS. Diamond Glass Co I Q.L0. D.LO. 1 3/4' 1-.401 D.LO. F.H. F.O. PEP BOYS 555 W. 1 st St. Sanford, FL. 32771 DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 1 11 - I-- - - .--- . . . . .... ...... - ------ ---- . . ....... ..... . . . . .... .... . ... ...... . .. ..... YKK ap YKK AP AMERICA. INC. YES 45 FS Aluminum Storefront Systems INSTALLATION NOTES: 1. SEE SHEET 2 FOR ANCHOR TYPE REQUIREMENTS, MINIMUM EMBEDMENT, AND MINIMUM EDGE DISTANCES. ALL ANCHOR REQUIREMENTS MUST BE ADHERED TO. ANY DEVIATIONS FROM ANCHOR REQUIREMENTS REQUIRES SEPARATE EVALUATION AND APPROVAL. 2. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 3. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 4. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • AAMA 501-05 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 5. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC BEARINGSHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED BETTER. ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. SEE SHEET 3 FOR GLAZING DETAIL. GLASS SHALL MEET THE REQUIREMENTS 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE OF ASTM E 1300. MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 6. STOREFRONT FRAME MATERIAL: ALUMINUM 6063-TS 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 9. 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 BY THE ANCHOR MANUFACTURER. I.O.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. MASONRY- CMU UNIT STRENGTH CONFORMS TO ASTM C-90, WITH MIN. COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MIN. GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. STEEL- MINIMUM YIELD STRENGTH OF 36 KSI. MINIMUM 12 GA. WALL THICKNESS. E. STEEL- MINIMUM YIELD STRENGTH OF 36 KSI. MINIMUM 18 GA. WALL THICKNESS WITH 2X WOOD BACKING. F. ALUMINUM -MINIMUM I/81NCH THICK 6063-TS ALUMINUM. 7. ALL STRUCTURAL MATERIALS & DISSIMILAR METALS SHALL BE PROTECTED,TREATED, PAINTED, COATED, AND/OR ISOLATED AS REQUIRED IN THE APPLICABLE SECTIONS OF THE CURRENT FLORIDA BUILDING CODE AND REFERENCED DESIGN SPECIFICATIONS. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A INSTALLATION & GENERAL NOTES 2 A ELEVATION & ANCHOR LAYOUT 3 A GLASS LOAD TABLES & GLAZING DETAILS 4 A GLASS LOAD TABLES & GLAZING DETAILS 5 - MULLION LOAD TABLE 6 - DOOR MULLION LOAD TABLE 7 - DOOR MULLION LOAD TABLE 8 - DOOR MULLION LOAD TABLE 9 - ANCHOR TABLE 10 - VERTICAL SECTIONS 11 - HORIZONTAL SECTIONS 12 - HORIZONTAL SECTIONS 13 - COMPONENTS & BILL OF MATERIALS INSTRUCTIONS FOR USE: 1. DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ON WIND VELOCITY, BLDG, HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. 2. SEE CHART ON SHEET 3 & 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. 3. CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHART ON SHEET 5, THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. 4. USING CHART ON SHEET 9 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. 5. THE LOWEST VALUE RESULTING FROM STEP 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. YKK clPQualir/ inspires YKK AP AMERICA 1229 HM 461 BYPASS DOWN, GEORGIA 31021 PH: IOJBIl]]-1959 FAY 16Y81838i001 IW— H ZU � N i o g tz oQ z�LLa2 wP aC Z 5i J_ W In O 5 � a m � oc F � � ¢ a REMARKS BY DATE A-VALIDATOR'S COMM. AR 10.12.1 Norero, 7_ TV D �O•• C pP: �� NAL 7HE2UE9 WWWE A,1 P.E` FL A PE W TOT2! BtA1DNG DROPB. NC M E DAMA BEACH BLw. ]De DMABEACH. R WE CM. OF WIHIXBUMIN NP. MM FL #: FL12926 DATE: 08.10.17 DWG. BY: CHK. BY: RV HFN SCALE: NTS DWG.#: YKK217 SHEET: I D.L.O SEE SHEETS 3 & 4 5" MAX. JAMB CORNERS T- FRAME/MULLION HEIGHT D.I SEE SHEETS SEE SHEETS. 3 & 4 5 �I AT JAMBS SEE TABLE 3" MAX. TYP. HEAD/SILL CORNERS 12" MAX. TYP. AT HEAD/SILL D. L.O D. L.O SEE SHEETS 3 & 4 SEE SHEETS 3 & 4 C 12 B 12 A Al A2 A 10 10 10 12 A3 10 F �� 12 1A 12 �� e1 MAX. MULLION SPACING SEE SHEET 5 ELEVATION & ANCHOR LAYOUT TYPICAL YES 45 FS MONOLITHIC GLASS NON -IMPACT DOOR MULLION ANCHORS SEE SHEETS 1, 2 OR 3 ANCHORSAT 6 THRU8 FOR EACH SIDE OF MULL EACH SEE SHEET 8 FOR CAPACITY TYPICAL ANCHORS (SEE ELEVATIONS FOR SPACING) #14 WOOD SCREW: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (MIN. S.G. _ 0.55) 1-1/2" MIN, PENETRATION INTO WOOD 1/4" DIA. TAPCON BY ITW (Fu= 120 KSI, Fy= 92 KSI) THRU 1 BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONC. OR MASONRY 114" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO FBC APPROVED MULLIONS (MIN. THK (NO SHIM SPACE) INTO METAL STRUCTURES STEEL: 18 GA.(.048) MIN. (Fy = 33 KSI MIN.) ALUMINUM: 1/8: THK. MIN. (6063-T5 MIN.) STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMB Pc = 3000 PSI MIN. C-90 HOLLOWIFILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. SEALANTS: ALL FRAME CORNERS SEALED WITH JOINT SEALANT WOOD BUCKS AND METAL STRUCTURES NOT BY YKK AP MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. MAXI MUM JAMB ANCHOR SPACING (IN.) PANEL 1/4"SHIM 3/8"SHIM 1/4"OR 3/8"SHIM WIDTH (IN.) ANCHOR TYPEA ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHORTYPEA INSTALLED IN CMU 36 12.0 12.0 12.0 12.0 10.8 42 12.0 12.0 12.0 12.0 9.3 48 12.0 12.0 11.3 12.0 8.1 54 12.0 12.0 10.1 12.0 7.2 120 12.0 9.1 12.0 119 120 8.2 12.0 i 10.9 12.0 7.62.0 10.1 12.0 7.0 11.1 5.0 N%14 clp Q.DaI ity inspires YKK AP AMERICA 1xz9 Hwr u1 BYPASS DUBUN,GEORGW31021 PH:(VEJO 7-19S5 RAA:(G79)83Bim1 W Z oK �g d 0�ag 11it o^== _ h W u vz a zmaa�a Z oho z O �m T m � ? w m o J ~ � Q 1 I A-VAUDATOR'S COMM. I AR 110.12.171 0 SHALL NOT BE REPRODDDED IN WHOLE OR PART Ut WRITTEN mNSETRT 01 BUIIDING DROP , MC ALTERATIONS, MDMON; H%HWMNG, OR OTHER AARMNGS TOTHG DODIMENTARE NOT PERMIRED AND `�1luuurrrri F. O p0 ;* 7 10 39B E DNNIBA 9EAQL eEw. ]38 BFAOH, R EI EEAE CERT.a MTNaraunONa Na RBD78 FL #: FL12926 DATE: 08.10.17 DWG. BY: CHK. BY: RV HFN SCALE: NTS DWG. #: Y10017 GLASS LOAD CAPACITY (PSF) 1 NOMINAL DIMS. (in ) ANNEE ALED DLO DLO EXT.(+) WIDTH HEIGHT INT. - 18 120.0 21 120.0 24 120.0 27 120.0 30 120.0 33 30 120.0 36 309.0 39 100.0 42 93.2 45 85.9 48 80.5 51 76.1 120.0120.0 120.0 120.0 F18 120.0 33 110.0 1010 94.0 86.9 45 81.2 48 76.6 18 120.0 21 120.0 24 120.0 27 119.0 30 109.0 33 36 101.0 36 95.6 39 88.S 69 82.1 45 78.2 18 120.0 21 120.0 24 120.0 27 39 108.0 30 100.0 33 94.0 36 88.5 39 84D 42 79.3 18 120.0 21 120.0 24 110.0 27 42 100.0 30 93.2 33 86.9 36 82.1 39 79.3 GLASS LOAD CAPACITY (PSF) 1/4 NOMINAL DIMS. (in) ANNEALED DLO DLO EXT.(+) WIDTH HEIGHT INT. - 18 120.0 21 120.0 24 104.0 27 45 93.5 30 85.9 33 81.2 36 78.2 18 120.0 21 48 120.0 24 99.4 27 87.2 30 80.5 33 76.6 18 120.0 21 51 117.0 24 95.0 27 82.3 30 76.1 18 120.0 21 54 113.0 24 90.9 27 78.6 18 120.0 21 57 109.0 24 87.4 27 15.1 18 120.0 21 60 106.0 24 84.2 27 71.8 18 120.0 21 63 103.0 24 82.1 18 120.0 21 66 102.0 24 80.3 18 69 1211.0 21 100.0 18 120.0 21 72 98.7 18 120.0 21 75 97.3 18 78 120.0 21 96.1 18 81 1200. 18 84 120.0 GLASS LOAD TABLES 1/4" ANN. GLASS 10 11 1 3/8" MIN. TYP. GLASS BITE GLAZING DETAIL 1 3/8" MIN. TYP. GLASS BITE I-. HEAT RENGTHENED ASS GLAZING DETAIL 2 D.L.O. D.L.O. WIDTH WIDTH D.L.O. HEIGHT D.L.O. // 19 HEIGHT D.L.O. HEIGHT GLASS LOAD CAPACITY (PSF) NO MI NAL DI MS. (in) 1/4" HEAT STRENGTH. DLO WIDTH OLD HEIGHT EXT. I+) INT. - 30 33 30 120.0 120.0 36 39 120.0 117.4 42 45 104.4 93.9 48 51 85.4 78.3 54 57 72.2 67.1 60 63 62.6 58.7 66 69 72 55.2 52.2 49.4 30 33 36 120.0 120.0 36 39 113.3 120.0 42 45 117.4 304A 48 51 93.9 85.4 54 78.3 57 60 72.2 67.1 63 66 62.6 58.7 69 72 55.2 52.2 30 33 42 120.0 120.0 113.3 36 39 104.6 97.1 42 45 10a.0 304.4 48 51 93.9 85A 54 57 78.3 60 63 72.2 67.1 66 69 72 62.6 58.7 55.2 GLASS LOAD CAPACITY (PSF) NOMINAL DIMS. (in) 1/4"HEAT STRENGTH. OLD DLO EXT.(+) WIDTH HEIGHT INT. - 30 120.0 33 120.0 36 113.3 39 104.6 42 97.1 45 90.6 48 84.9 51 48 90.3 54 93.9 57 85.4 60 78.3 63 72.2 66 67.1 69 62.6 72 58.7 30 120.0 33 120.0 36 113.3 39 104.6 42 97A 45 90.6 48 54 84.9 51 80.0 54 57 60 067.1] 63 66 69 30 120.0 33 117.8 36 111.8 39 104.6 42 97.1 45 60 90.6 48 84.9 51 80.0 54 75.5 57 71.5 60 68.0 GLASS LOAD CAPACITY (PSF) 1/4"HEAT NOMINAL DIMS. (in) STRENGTH. DLO DLO EXT. (+) WIDTH HEIGHT INT. - 30 114.0 33 106.0 36 101.0 39 66 98.9 42 97.1 45 90.6 48 84.9 51 80.0 54 75.5 30 8S.3 33 108.0 36 96.4 39 72 91.6 42 88.9 45 87.5 48 84.9 51 80.0 30 301.0 89.6 33 83.2 80.4 36 78 39 79.4 42 45 78.8 30 97.2 33 84 83.7 36 77.5 39 74.4 72.7 42 1.,•vGLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND CHAPTER 17 OF THE CURRENT FBC FOR SIZES OTHER THAN TESTED. 2. SETTING BLOCK DUROMETER HARDNESS OF 70-90 (SHORE A) AS REFERENCED IN CHAPTER 24. 3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS WIDER THAN 36" AS PER CHAPTER 24. 4. D.L.O. MAY NOT EXCEED MAX DIMENSIONS IN GLASS CHARTS FOR GLASS TYPE. WK ap inspie inspires YKK AP AMERICA 1229 HWY 141 BYPA4 DUBUN, GEORGIA 31021 PH:(478)272-1955 FAX: (678(838-60D1 U ViN3g3g F o! Z 0 �mLL�a v1VC pm C7 ZQ667 m j Q w a F_ r R a REMARKS BV DATE A-VAUDATOR'S COMM. AR 11G.12.1 AND NOT BE REPRODUCED IN WHOLE M PMT WNNOUT WNTTEN mNSENT0f-LEIING DROR, INC AITE-NS.AODITION5. NIGNI 01G.OROTHER 2H`8 E. 0fgA BfAQI 6LV0. I Sb DAMA BEAdI, FL alm{ 1BPE I= Ef AUINORQATON No. mm FL #: FL12926 DATE: 08.10.17 DWG. BY: CHK. BY: RV I HFN SCALE: NTS DWG.#: YKK')17 I GLASS LOAD CAPACITY (PST) ®® m IIIII�Illlll�' m 0 0 ® IIIIII IIIII� IIIII� III Illlll�j m m ®_ GLASS LOAD CAPACITY (PSF) ®® m IIIII� IIIIII m ® IIIII� IIIII�' IIIIII'�.B�J• PIlllll�' Illlliil• m P. 0 0 ®_ IIIIII m® GLASS LOAD TABLES 3/8" MIN. TYP. GLASS BITE GLAZING DETAIL 3 1. ,vGLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND CHAPTER 17 OF THE CURRENT FBC FOR SIZES OTHER THAN TESTED. 2. SETTING BLOCK DUROMETER HARDNESS OF 70-90 (SHORE A) AS REFERENCED IN CHAPTER 24. 3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS WIDER THAN 36" AS PER CHAPTER 24. 4. D.L.O. MAY NOT EXCEED MAX DIMENSIONS IN GLASS CHARTS FOR GLASS TYPE. HORIZONTALS OPTIONAL W1-�—W2—� WIDTH (W)= Wl+W2 2 ANCHOR LOAD CHARTS FOR MULLS WITH OR WITHOUT INTERMEDIATE HORIZONTALS YI cipQuality inspires YKK AP AMERICA 1229 HWY441 BYPASS DUBUN, GEORGIA-21 FAX: (878)898-FA01 cPH:(478)277-1955 ~ Z j H E H OQ � N 5�e 1+T W Hb <Z Q m a > h mm co // j c4 F ` H Q CL REMARKS BY DATE A-VALIDATOR'S COMM. I AR 110.12.3 oxovs, — ATEMTIONS, M-0NS, HIGHWHTING.OROMER MMMNW MISDOQIME,W ENOTPERMUIEOAND NVAUWTE I_ OUR CE `511111111((((' gip' O� J9B E. DANIA BE KW. / ne 0A BG . , 800D4 FBPE CERT. OF AUR1101NZATION - 2➢8TB FL#: FL12926 DATE: 08.10.17 DWG. BY: CHK. BY: RV I HFN SCALE: NTS DWG.N: YKK?17 4 DOOR MULLION LOAD TABLES DOOR MULLION LOAD CAPACITY NOMINAL DIMS. TYPE'11' TYPE'J2' TYPE'J3' WIDTH (W) INCHES LENGTH - L INCHES EXT. (+( INT. (-) EXT. (+( INT. (-) EXT. (+) INT. (-) 30 81.75 80.5 100.0 100.0 36 67.1 100.0 100.0 42 48 54 STS 100.0 100.0 100.0 100.0 - 100.0 100.0 30 85.75 73.1 100.0 100.0 36 42 61.0 100.0 100.0 100.0 1o0.0 48 54 - 100.0 100.0 - 100.0 100.0 30 91.75 63.9 100.0 100.0 36 53.2 100.0 100.0 42 100.0 100.0 48 54 100.0 100.0 - 92.1 1o0.0 30 97.75 56.3 100.0 100.0 36 - 100.0 100.0 42 ;; 48 - 97.9 100.0 - 85.6 100.0 51.875 79.2 1. 7 17 7A 17 7A 17 18 19 TYPE 'J2' TYPE 'J3' NO REINFORCING LIGHT REINFORCING HEAVY REINFORCING LL LL LIB DOUBLE DOOR y 111 „ V I y etlfi :� I I� 41N L___aIIL___� ---�f- Wl 1-3/4" NO REINFORCING I , III \ I V III „ V Klfi 'y' f 41V �--�r- Wl 1-3/4" LIGHT REINFORCING I\ 411+ m--�r Wl 1-3/4" HEAVY REINFORCING SINGLE DOOR / III 1 / III I, III I I I Iy I \ III I \\III L _=L11 W2 Wl NO REINFORCING I //III I / III I/ III V , III W I�\ III Y► W2 Wi 1-3/4" LIGHT REINFORCING i � ill 4u 11 I \ III LI \\ I n L =-JeU W2 W1 HEAVY REINFORCING WIDTH (W) _-�Z+13/4" ELEVATIONS ABOVE SHOWS NUMBER OF ANCHORS REQD. AT HEAD/SILL OF DOOR MULLION FOR VARIOUS CONFIGURATIONS. SEE SHEETS 10 & 11 FOR DETAIL. SINGLE DOOR W/TRANSOM / III Hx- ,• � / I I I z w \ 411 I I J I \♦ III Y► Wl W2 NO REINFORCING I /III / III t, I I Wl W2 LIGHT REINFORCING u q I I \\ LI I u Wl W2 HEAVY REINFORCING WK' apinspires YKK AP AMERICA 1229 HM "I BYPASS DUBUN, GEORGA 31MI PH: 14T312T21 FA%: 13703B 1 ~ U m Z mW E 8 Vf G 5 m $ h < Z � d i sm=�g� L2 01 �S PPS oz z o Z`=gd 003 p H > >m m m z Z O O p f H Q a REMARKS BY FDATE A-VAUDATOR'S COMM. I AR 110.12.1 396 E. DANA eFAa BLYD. / ]30 DMIA B£AOf, FL 3JIXfi FBPE MT. W AUTHORI2AMI No. Mn FL #: FL12926 DATE: 08.10.17 DWG. BY: CHK. BY: RV I HFN SCALE: NTS DWG. #: YKK217 SHEET: 6 DOOR MUW ON LOAD CAPACITY - LIGHT REINFORCING NOMINALDIMS. LOADS -PSF WIDTH (WI) WIDTH(W2) INCHES FRAME HEIGHT INCHES OCT. I.) INT. (-) 30 64.1 36 60.1 42 48 56.6 514 60 54 50.6 60 48.1 30 60.1 36 56.6 42 53A 66 48 50.6 48.1 102 60 45.8 30 56.6 36 514 42 50.6 72 48 48.1 54 45.8 60 417 30 50.6 36 48.1 84 42 45.8 48 43.7 30 17.1 36 53.6 42 50.5 60 48 47.7 54 45.2 60 42.9 30 53.6 36 5D5 42 47.7 66 48 08 45.2 54 419 60 40.9 30 50.5 36 47.7 42 45.2 72 48 42.9 54 30 40.9 45.2 36 42.9 84 42 40.9 DOOR MULLION LOAD TABLES DOOR MULLION LOAD CAPACITY - LIGHT REINFORCING NOMINALDIMS. LOADS -PSF WIDTH (WI) WIDTH(W2) INCHES FRAME HEIGHT INCHES EXT. (+( INT. (-) 30 51.3 36 48.1 42 45.3 60 48 42.8 54 40.5 60 38.5 30 48.1 36 45.3 42 418 1% 114 48 40.5 54 30 38.5 45.3 36 42 42.8 40.5 72 48 30 38.1 40.5 7 F38.5 84 36 30 46.3 36 43.4 42 40.9 60 48 38.6 54 30 36.6 43.4 36 42 40.9 38.6 66 UG 48 30 36.6 40.9 36 38.6 72 42 36.6 89 30 36.6 LIGHT REINFORCING x w WIDTH-W2 - ADDL. ANCHORS READ. FOR ANCHOR TYPES A & B ONLY DOUBLE DOOR W/ TRANSOM TYPE '12' LIGHT REINFORCING WIDTH (W) _ -I2+ 13/4" ELEVATIONS ABOVE SHOWS NUMBER OF ANCHORS REQD. AT HEAD/SILL OF DOOR MULLION FOR VARIOUS CONFIGURATIONS. SEE SHEETS 10 & 11 FOR DETAIL. YKK apQuality inspires YKK AP AMERICA 122B HWY 4418YPA55 DUBUN, GEORGIA 31021 PH:(478)212-1B55 iA%: (G78)838i001 W Z In E B d 5 E h 4 Z 0u^ a ig3$ 0 mm�'[' V� C Z O Ln J > J 3 >m c C f m m o Zo j \J Lii � Q a REMARKS BY DATE A-VAUDATOR'S COMM. I AR 110.12.1 WRHOUT E00NNOF WINING OROPS, E MONS, ADDR0NS. HIGXUNG, OR OTHfR IMRgNGSTO THIS DONMEMME NOi PERMGTEDANO v T T M E. DANM BEAW BLVD. / 3J6 DANA B£ACH, R 3.SOOi FWE MT. OF AUTHORIZATION No. M7G FL N: FL12926 DATE: 08.10.17 DWG. BY: I CHK. BY: SCALE: NTS DWG.B: YKK217 IN DOOR MUWON LOAD CAPACITY HFA REINFORCING NOMINALDIMS. LOADS -PSF WIDTH(Wl) WIDTH(W2) INCHES FRAMEHEIGFir INCHES EXT. Ia) INT. I-) 30 92.9 36 87.1 42 48 82.0 77.4 60 54 73.3 60 69.7 30 87.1 36 810 42 17A 66 48 73.3 54 69.7 60 102 66.3 30 82.0 36 7 A 42 48 73.3 69.7 72 54 66.3 60 63.3 30 73.3 36 69.7 84 42 65.3 48 63.3 54 60.6 30 82.8 36 7 3 42 73.1 48 69.0 54 65.4 60 62.1 30 77.7 36 73.1 66 42 69.0 48 65.4 54 60 59.1 9.2 30 73.1 36 69.0 42 65.4 72 48 6201 54 59.2 60 56.5 30 65.4 84 36 62.1 42 59.2 48 56.5 DOOR MULLION LOAD TABLES HEAVY REINFORCING a a a � a ADDL. ANCHORS READ. FOR ANCHOR TYPES A & B ONLY I y rtlfi :� I 41N I � III / I WIDTH-W2 WIDTH-W1 �{ �1-3/4" DOUBLE DOOR W/TRANSOM 1197 17 TYPE'J3' HEAVY REINFORCING WIDTH (W) _ WW2-T-- 13/4" ELEVATIONS ABOVE SHOWS NUMBER OF ANCHORS REQD. AT HEAD/SILL OF DOOR MULLION FOR VARIOUS CONFIGURATIONS. SEE SHEETS 10 & 11 FOR DETAIL. YKK clP 444 inspires YKK AP AMERICA 12. - 4419YPAS5 D08DN,GEORGIA31D21 PH: (478)277-1955 FM: (6n8 838EW1 Um Z yy E acc oad o O LD m c C � m m O ? o w a w H J i r Q a REMARKS BY DATE A-VALI,ATOR'S COMM. All lin.12.1 I ]W E OANA DEACN BLW. / 3]8 I DANIA BEACH. M JJODI FOPS ODtT. OP Ml7HOIBUA Na 20. FL #: FL12926 DATE: 08.10.17 DWG. BY: CHK. BY: SCALE: NTS DWG.H: YKK217 I ANCHOR LOAD TABLES ANCHOR TYPE �I�mm�mmmmmmm�m ANCHO LOAD CAPACITY -PSF ��m mOmmmmm �m�m Y— W 1 + W2 —� WIDTH (W)= W1+W2 2 ANCHOR LOAD CHARTS FOR MULLS WITH OR WITHOUT INTERMEDIATE HORIZONTALS INTERMEDIATE ANCHOR SEE NOTE BELOW Rn f� '1 Al. Ell, Cl (1) INTERMEDIATE ANCHORS READ. AT HEAD AND SILL ONLY WHEN SPACING IN BETWEEN MULLIONS EXCEEDS 48 INCHES. ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. 3, 3N 3" 3" 3 3" A2, AA2, B2 A3, AA3, B3 ANCHOR TYPES: SEE SHEET 9 FOR DESCRIPTION Al = (1) ANCHORS TYPE W AT EACH SIDE OF MULLION B1= (1) ANCHORS TYPE'B' AT EACH SIDE OF MULLION Cl= (1) ANCHORS TYPE'C' AT EACH SIDE OF MULLION A2 = (2) ANCHORS TYPE 'A' AT EACH SIDE OF MULLION B2 = (2) ANCHORS TYPE 'B' AT EACH SIDE OF MULLION C2 = (2) ANCHORS TYPE'C' AT EACH SIDE OF MULLION A3= (3) ANCHORS TYPE 'A' AT EACH SIDE OF MULLION B3 = (3) ANCHORS TYPE W AT EACH SIDE OF MULLION C3 = (3) ANCHORS TYPE'C' AT EACH SIDE OF MULLION YKK 43pqu4m inspires YKK AID AMERICA 1229NWYa1IWPnss DUBIIN,GEORGM 31021 FAX (GIB)R3R c-14TB)211.1— C u � gg N m9 z W oin O � � sg t2z �sPPa ow a z` o g >In ooa ; C) j = 5a m m z ~� �Q a REMARKS BY DATE A-VAUDATOR'S COMM. I AR 110.12.1 RHOW WRITTEN CONSEIT OF BUILDING DROP; INC. ALTEMTION% ADDTK)NS. HIGHLIGHTING, OR OTHER MARKINGS TOTHIS OONMENTARE NOT PERMTTEDAND 3YG E. DO3M OMNL3FI3PE ODET. OF AUTHOWZATI011 No. 2P308 FL 8: FL12926 DATE: 08.10.17 DWG. BY: I CHK. BY: SCALE: NTS DWG. n: YKK217 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING O.A. FRAME HEIGHT iEXTERIOR EXTER SEE GLAZING DETAILS SHEETS 3 & 4—� SUBSTRATE BY OTHERS 3/8" OR 1/4" SHIM SPACE SEE SHEET 8 INTERIOR CAULK OPTIONAL INTERIOR �LJ SEE GLAZING 6 � DETAILS SHEETS 3 & 4 A VERTICAL SECTION HEAD ZING (A) VERTICAL SECTION SHEETS 3&4 HORIZONTAL INTERMEDIATE EXTERIOR 11 10 INTERIOR 2 O.A. FRAME 4 8 3/8" OR 1/4' HEIGHT SHIM SPACE SEE SHEET 8 TYPICAL ANCHORS� SEEELEV.FOR VERTICAL SECTION SPACING SILL LIMIT DESIGN LOADS FOR HORIZONTAL AS FOLLOWS MAX HORIZ. SPAN MAX GLASS HEIGHT ABOVE HORIZ, MAX DESIGN LOADS 54" 11, 90 PSF 54" 84" 85 PSF 60.. 70 PSF 60" 1.. 65 PSF 1.. 66" 50 PSF 66" 42 PSF 72" 66" 36 PSF 72" Z 32 PSF 78" 66" 26 PSF I..I 84" 22 PSF MULLION CONNECTION TO DOOR SILL SEE SEPARATE YKK DOOR APPROVAL FOR COMPONENT SIZES, INSTALLATION DETAILS AND DESIGN LOAD RATING. LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM. I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 I I I I I I I I j I I I I III I j I I I I I i l I I I I I I III I I I o 0 III II p EXTERIOR III II 0 II I n III II III II II I III II O.A. FRAME HEIGHT I TYPICAL ANCHORS SEE ELEV. FOR SPACING ° ..° . 3/8" OR 1/4" a r SHIM SPACE �.4 1 SEE SHEETS VERTICAL SECTION HEAD - CONCRETE TYPICAL ANCHORS SEE ELEV. FOR SPACING O.A. FRAME HEIGHT 1 INTERIOR VERTICAL SECTION HEAD - 2XWOOD BUCK TYPICAL ANCHORS META III I � I I I I I II I I I I I I II I ILL______ j I I ° .n �O• TYPICAL ANCHORS! SEE SHEETS 5 THRU :. 7 FOR QUANTITIES VERTICAL SECTION DOORSILL 3/8" OR 1/4" SHIM SPACE SEE SHEET 8 SEE ELEV. FOR STRUCTURE I I SPACING \ I 11 O.A. FRAME HEIGHT SHIM SPACE SEE SHEET 8 1 VERTICAL SECTION HEAD - METAL YKK a 4 itf inspires YKK AP AM ERICA 1229 NWY M3 9YPASS DUSUN,GEORGM31O21 Fnx:(678)838 l cvH:(478)277-1955 C Z i 66 z1z 0 �_ fF �C 0 G �p5P�3 v� vt Z`=go O o � > n j j m co > 2 � ~ r C a REMARKS BY DATE A-VALIDATOR'S COMM. AR 10.22.1 OHO UT W—ENFCON5E"11NT0f 9UI WING OROPS, MC NLTEMTIONS, NDDRIOHS, HIGHl1GH11NG, OROFHER MARNNGS TO THIS WFVMFM ME NOT RERMEDED7JID E- s F. _* 7 *� T T c = ' �0�' • / OP:' �4u NAL ws a oAraA eua a� 33s OAMA BEA01, rt EHPE CERT. OF wTHow2AnaN No a9s7s FL #: FL12926 DATE: 08.10.17 DWG. BY: CHK. BY: RV I HFN SCALE: NTS DWG.#: YKK?17 10 1BY WOOD BUCKS'••\ p •e n TYPICAL ° ANCHORS SEE ELEV. FOR SPACING SHIM OR SHIM SPACE 9 1 SEE GLAZING DETAILS SHEETS 3& 4 INTERIOR 3/8" OR 1/4" SEE GLAZING SHIM SPACE DETAILS SHEETS 3& 4 n .INTERIOR CAULK • OPTIONAL 4, 10 a: 10 A• • a SEE GLAZING .. 1 DETAILS SHEETS 3 & 4 .4" •' j-� D.L. OPG. D.L. OPG. '• a� EXTERIOR TYPICALANCHORS FRAME WIDTH SEE ELEV. FOR SPACING 3H8" OR SHIM SPACE F— FTYPICAL ANCHORS SEE ELEV. FOR SPACING METAL _ /STRUCTURE WK a p QJldi e insprres YKK AP AMERICA 1229 HWY 4419YPA DUSUN, GEORGIA 31021 PH:14991232.1955 F (6/9I9iL9001 Li Z H d ^ E � Z oC) Og. ag tG o3LL aaa a 9m z o In j m O j W F J n f � A-VAUDATOR'S COMM. I AR 110.12.171 (A)HORIZONTAL SECTION g HORIZONTAL SECTION C HORIZONTAL SECTION rDjHORIZONTAL SECTION JAMB HORIZONTAL INTERMEDIATE JAMB JAMB - OPTIONAL o �N wHaE o9 rurt wmianwwrYEx mN1ENr as wivaxG oRars. �Nc 18Y WOOD A wuN.TO--.E i—No P�EUDAi cDuo BUCKS STEEL STEEL 3/8" OR 1/4" REINFORCING REINFORCING SHIM SPACE OPTIONAL SEE #10 X 1/2" SMS 5" OPTIONAL SEE ```S11I I I I JJJJJ/I, OPTIONAL CHART ON SHEET FROM ENDS 24" CHART ON SHEETS SEE GLAZINGDES F p ����� 6 INTERIOR SDETAILSHEETS &4 ` ��' ••\• •• •• ••�� � g FRAME JAMB 4 FOR CAPACITY O.C. MAX. 4 FOR CAPACITY ON.A,L, HEm,6 4! Il�te,E`E :e FLORIDA PE No 7JTl9 BULLgNO DR0P5, 93C 399 E OM 9EA01 BLW. I lY DANOF 9EA04 R S1W[ RBPE C'Va. DP AVIIIORIUIM]N No 29575 '•° 10 1 FL#: FL12926 DATE: 08.10.17 TYPICAL ANCHORS SEE SEE GLAZING DWG. BY: I.K. BY: ELEV. FOR DETAILS 1 13 SEE GLAZING S G 14 6 16 RV HFN SEE GLAZING SPACING SHEETS 3&4 EXTERIOR DETAILS G HORIZONTAL SECTION DETAILS HORIZONTAL SECTION SCALE: NTS HORIZONTAL SECTION SHEETS 3&4 HORIZONTAL INTERMEDIATE SHEETS 3&4 HORIZONTAL INTERMEDIATE DWG'#: YKK217 JAMB F HORIZONTAL SECTION ORIZONTAL SECTION SHEET: HORIZONTAL INTERMEDIATE HORIZONTAL INTERMEDIATE nr �e NO REINFORCING INTERIOR 17 SEE SHEETS 5 THRU 7 FOR CAPACITY EXTERIOR ("ORIZONTAL SECTION HORZONTAL INTERMEDIATE NO REINFORCEMENT INTERIOR NO REINFORCING 17 SEE SHEETS 5 THRU 7 FOR CAPACITY 7 SEE'YKK7 DOOR APPROVAL OR DOOR RATING AND DETAILS Ir-------------- i�----- II I1 II J t----------------- 1 1 `— EXTERIOR -a <-------------------- LEAF WIDTH p HORIZONTAL SECTION HORZONTAL INTERMEDIATE NO REINFORCEMENT LIGHT REINFORCING HEAVY REINFORCING INTERIOR 1B SEE SHEETS 5 THRU 7 INTERIOR 19 SEE SHEETS 5 THRU 7 FOR CAPACITY FOR CAPACITY EXTERIOR "ORIZONTAL SECTION HORZONTAL INTERMEDIATE LIGHT REINFORCEMENT INTERIOR LIGHT REINFORCING 18 SEE SHEETS 5 THRU 7 FOR CAPACITY ---------------------------- I---------------i�r----- II I II I 1 11 EXTERIOR -� -------------------- LEAF WIDTH (HORIZONTAL SECTION HORZONTAL INTERMEDIATE DGHT REINFORCEMENT INTERIOR EXTERIOR EXTERIOR HORIZONTAL SECTION HORZONTAL INTERMEDIATE HEAVY REINFORCEMENT HEAVY REINFORCING SEE SHEETS 5 THRU 7 FOR CAPACITY HORIZONTAL SECTION HORZONTAL INTERMEDIATE HEAVY REINFORCEMENT YKK p 40 ,a insperes YKK AP AMERICA 1229--BYPASS DUB UN,GEORGIA31821 PH: 1478)2 71955 FAY: (67B)� U Z H F i Z O 00? t :1 LL vas z z`-sell Z = � (/ Qa H `a H Q a REMARKS BY DATE A-VAUDATOR'S COMM. I AR 110.12.1 ]98 E DANIA BBAOII FBEAa aw. 33B DNOF L 3 H FBPE a»r. a NJTIDIB2ATI0F1 Ns 9951e FL #: FL12926 DATE:' 08.10.17 DWG. BY: CHK. BY: RV HFN SCALE: NTS DWG.#: YKK217 SHEET: 12 OF 13. BILL OF MATERIALS ITEM PART No. DESCRIPTION MATERIAL MANUF./SUPPLIER/REMARKS 1 E9-1003 HEAD/JAMB/MULLION 6063-T5 - 2 E9-3069 SILL 6063-TS - 3 E9-1006 HORIZONTAL 6063-T5 - 4 E9-1005 GLASSSTOP 6063-TS - 5 E9-1001 JAMB/VERTICAL 6063-TS - 6 E9-1059 HD VERTICAL 6063-TS - 7 E9-1009 DEEP POCKET FILLER 6063-TS - 7A E9-3002 SHALLOW POCKET FILLER 6063-TS - 8 E9-1068 SILL FLASHING 6063-TS - 9 E1-1054 SNAP IN COVER 2Y2" LONG 6063-TS - 10 E2-0052 GLAZING GASKET EPDM - 11 E2-0019 SETTING BLOCK EPDM - 12 PC-1216 ASSEMBLY SCREWS CRS R12 X 1" PPH SMS 13 E1-0181 REINFORCING CHANNEL STEEL .813 X 4.198 X.813 X.125 THK 14 E1-0184 REINFORCING CHANNEL STEEL .750 X 3.875 X.750 X.188 THK 15 - REINFORCING CHANNEL STEEL 1.313 X 3.976 X 1.313 x.188 THK 16 PC-1220 REINFORCING CHANNEL CRS #12 X 1-1/4" PPH SMS 17 E9-0421 DOORJAMB 6063-T5 YKK AP AMERICA 18 ES-0194 REINFORCING CRANNEL(Fy=38KSI) STEEL .679 X 4.269 X.679 X.090" 19 - REINFORCING CHANNEL(Fy=5o KSI) STEEL .679X4.269X.679X.188" 20 E9-0434 TRANSOM GLAZING POCKET 6063-TS YKK AP AMERICA --� 1.752" I 4.500" 1.098" 3.500" T I OJAMB/VERTICAL 0.813" --a I� U0.125" 4.188 -�{ 1.752" �- 0.094" 4.500" 1.098" 1 3.500" 1 0.200" OHD VERTICAL 0.827" F- 7 0.909" 1.098" 3.500" to.374" ODEEP POCKET FILLER 1.313" 0.188" 3.976" 13 REINFORCING 14 REINFORCING 15 REINFORCING CHANNEL CHANNEL CHANNEL 0.750" 0.188" 3.875" 4.500' L3.500" 1.7}5T0" I 1. 4„ 1.099" OHEAD/JAMB/ MULLION �{ 1.689" �{ 0 .087" 0.878" 1.750" 0.087" J 1.68Y�}-e89" JJJ OHORIZONTAL 1.098 0.587" O.o7r„ 0.926" 1.098" 3.500" T-'I�1`� 0.374" 7A SHALLOW POCKET FILLER �{ 1.764" 2.31�' 1051"� 1 3.1411 6" 4.500" 1 2.264" [--- 17 DOORJAMB L 0.066" 2.188" 0.563' [7 4.750" -� OSILL FLASHING .679 I 4.269" .090 t -B .679 0.188" 4.t I 269" $/1 DOOR MULLION REINFOCING CHANNELS 1.689" L1.750" 0.875" T-I 0.071" I-j I Imo-- 3.501" :: I II4.476" -�II O SILL 1.915' L0.0 5" , 1.055" .8885" 1.383" �{ F� OGLASS STOP n3.500" --�{ 0.11T OSNAP IN COVER 20 TRANSOM GLASING POCKET WK a p 4ual 'y inspires YKK AP AMERICA 1229 ~.1 SrP -WN, GEOM A 31021 PN: (4M)277-1955 FAIL (678)838im1 Z s o � o�LL�a 2 O C ojA�m p � 003 ? H r Z DO 3 DO m m = m O � J U d REMARKS I BV DATE A-VALIDATOR'S COMM. AR 30.12.3 7 p _ It 0 - TT a: NAL NERu� I14k6.4 M W A MORIDA P.E. N" 73M BO4DNO DROPS NO 398 E DANA BEAOI BLW. XRI DANU BEAQL R FHPE CERT. OF N/MO ZAT - M78 FL #: FL12926 DATE: 08.10.17 DWG. BY: CHK. BY: RV HFN SCALE: NTS DWG.#: YKV17 13 INSPECTION SEQUENCE BP# 18-536 ADDRESS: 555 West 1" Street BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) Building Ceiling Grid Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence Final Commercial — 1000 Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) ELECTRICAL PERMIT Min Max Inspection Description - Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough Electric Rough Pre -Power Final Temporary Pole Electric Final a , LUMBINGPERMIT Min Max Inspection Description Rough Plumb Plumbing Underground Plumbing 2nd Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap Mechanical Final REVISED: June 2014