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WS-16-475 Miami Shores Village 10050 N.E.2nd Avenue NW l� Miami Shores,FL 33138-0000 -2204 Phone: (305)795 zr Exp kation: 10/01/2016 a Project Address Parcel Number Applicant 618 NW 112 Street 3021360210680 FANIE GUILLAUME Miami, FL 33168- Block: Lot: Owner Information Address Phone Cell FANIE GUILLAUME 518 NW 112 Street MIAMI FL 33168- Contractor(s) Phone Cell Phone Valuation: $ 600.00 JDP CONSTRUCTION _ (954)915-0088 Total Sq Feet: 0 Type of Work:REPLACE FRONT DOOR Available Inspections: No of Openings:1 Inspection Type: Additional Info: Final Classification:Residential Framing Scanning:3 Review Building Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due cCF $0.60 Invoice# WS-2-16-58762 DBPR Fee $2.00 03/31/2016 Check#:6929 $74.60 $50.00 DCA Fee $2.00 Education Surcharge $0.20 02/22/2016 Credit Card $50.00 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $124.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated. March 31,2016 Authorized Signiature: 6f /�Appppt�nt Contractor / Agent Date Building Department Copy March 31,2016 1 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-255996 Permit Number WS-2-16-475 Scheduled Inspection Date:April 07,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: GUILLAUME,FANIE Work Classification: Door Replacement Job Address:518 NW 112 Street Miami,FL 33168- Phone Number Parcel Number 3021360210680 Project <NONE> Contractor. JDP CONSTRUCTION Phone: (954)915-0088 Building Department Comments REPLACE FRONT DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 06,2016 For Inspections please call: (305)762.4949 Page 26 of 47 Sam Miami Shores Village kP Building Department v 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 FEB 2-2 2616 `� a\ Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 irA FBC 2014 41N BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR // DRAWINGS JOBADDRESS: 51g AIu) //off S� i'!?i.yamo Y 1fD/e& ?_?x69 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 2/36— 0.;2/ - 069Q is the Building Historically Designated:Yes NO -)4,_ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): >� < e I 1/4u 94 Phone#: gm5 7_&j/S!q%r Address: '5"/JY City: ' 2&AbwS� 's State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: ,?,aim w•*>S7`/��G/ia� Phone#:4:5?,C�;—1, Address: 4 Del 0 ic) dAee=& .4) city: Z2,-W^O— State: ZIp: Qualifier Name: .;QoL 22&,11A Rle� Phone#: State Certification or Registration#:exe- 9/6 5T 77- Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$_ Square/Unear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee$��`� Pern7it'Fee$ CCF$6•��, CO/CC$ YI Scanning Fee$ Rac�n Fee$ cwt �� D1B-,P�R$ W Notary$ m� Technology Fee$ 0 <6�0 training/Education Fee$ 'camO Double Fee$ r Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ • 1�d J (Redwd02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip 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 the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be deliverer{to the person whose property is subject to attachment Also,a certified copy of the recorded notice of commencement must be posted trt the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. r Signat �,��,�,��r11r Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 6FMv,4-9`( ,20 J +, •by ZZ- day of.-& ; e=j .20 rL ,by �i4aJn--'t e Aho J1A21gfg,who is personally known to ;a„j r� �'t--7-'ej ,who is personally known to me or who has produced b 1. as me or who has produced bL. as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign 6LA--J Sign Print: r ..r, �,�ruU Print: Ixx, Seal: 'f •"i' Btian Mu Seal: "� Brian Muffay ?_C.,0ssW#FF1�55528 Igam =G inn#FF155528 Expires.AUG 27,2018 =y�y. Expires AUG 27,2018 ••••• so CD TMRU (� " eamom TNBu ***************:%so *#4 ***************************** ' l APPROVED BY L Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) CERTIFICATE OF LIABILITY INSURANCE DATE(MWDD/YYYY) �..� 02/19/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: GreggDitzian Insure Smart PHONo.FthNE (305)653-7977 FAX (AIC.No): (305)654-0293 20286 NW 2 Ave � : infooinsure-smart.com INSURER(S)AFFORDING COVERAGE NAIC# Miami FL 33169 INSURERA: UNITED SPECIALTY INSURANCE COMPANY 12537 INSURED INSURERS: JDP Constrution INSURER c: 15031 Saxon Circle N INSURER D: INSURER E: SW Ranches FL 33331- w3URERF: COVERAGES CERTIFICATE NUMBER- REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INjR TYPE OF INSURANCE AD POLICY NUMBER FOLIC EFFYYY) PO CCY EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS MADE ❑X 'AMAGE TO RENTED OCCUR PREMISES Ea occurrence $ 50.000 MED EXP(Any one person) $ 5,000 A N N SII1003BO8383-01 01/08/2016 01/08/2017 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY[:1 ECT F LOC PRODUCTS-COMP/OPAGG $ 1,000,000 OTHER: $ AUTOMOBILE LIABILITY MBINEDI LE UM $ Ea accid.M ANY AUTO BODILY INJURY(Per person) $ ALL OED AUTOS ED AUTOS BODILY INJURY(Per accident) $ HIREDAUTOS NON-OWNED UTOSPQOPPEER 'DAMAGE $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS UAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATIONPE TH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached I more space Is required) Residential Contractor License number CRC016587 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village Building Department ACCORDANCE WITH THE POLICY PROVISIONS. Village Building Department AUTHORIZED REPRESENTATIVE 10050 NE 2nd Ave , Miami Shores FL 33138 ` - fi•� - y itzi�zxr pEi"723Ei ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD CITY14 C, 1; 0.., P T w sico W. wis Shires Village APP.POVEI BY DATE DFP' _ I R 71P VTV FE® lyb BY. • • •••• •••••• :0006 0 • 00 Q 3�C✓ pv��j''iQ�ui. `\ i •••••••• •• •• • • •• • ••••••••• •• •••• • ••••••i• ••• cl -Ic 00 00:0 0 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 Dania Beach,FL 33004 A Perfect Solution in Every Drop 8 954.399..$478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation port ©f JELD-WEN, inc. Contours Steel Door, Wood Edge 61-8" Opaque Outswing Impact Door Units With & Without Non-Impact Sidelites for Florida Product Approval Report No. 3398 Current Florida Building Code •••• . . .... ...... Method: 1 —A (Certification)...... :•'.•' ••••:• Category: Exterior Doors """ ' .... .. Sub—Category: Swinging Exterior Dtiar.AsseMbti ens ....• ...... .. . ..... .. . .. ...... Product: Contours Steel Door, Wood c ge • Material: Steel/Wood • . . . . ...... Product Dimensions: 107"X 81.25"(Maximum) :"�• • Prepared For: • .IELD-WEN, ins°. 3737 Lakeport Blvd. Klailniath Vallis, OR. 97601 F. Prepared by: `���,�" ••'"• ' ' F �'' Hermes F. Norero, P.E. � � .0 Florida Professional Engineer#73778 _ *. 7 .. Date:02/02/2015 v T T -0 Contents: Evaluation Report Pages 1—4 'i#FS%9/0iYA1-S\_NG``�� Digitally signed by Hermes F.Norero,P.E. Reason:I am approving this document Hermes F.Norero,P.E. Date:2015.02.1812:18:39-05'00' Florida No.73778 BUILDING DROPS Date: 02/02/2015 A Perfect Solution in Every Drop Report No: 3398 Certificate of Authorization:29578 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method(1)(a) Product Name: Contours Steel Door,Wood Edge 107"X 81.25"(Maximum) Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73778)for JELD-WEN,Inc. based on Method 1a of the State of Florida Product Approval,Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F.Norero,P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product'has been evaluated for use in locations adhering to the current Florida Building Code. 0000 See installation Instructions 5-2104,signed and sealed by Hermes F.Norero;t EtIFL#73V810for 0*0:00 Specific use parameters. ••9:00 • •• •••••• 000000 • 0• • 000•• 0000 •• • • • • • • • • 0000 • •• 0000• Limits of Use: .•. ... •. . 0000. 1. This product has been evaluated and is in compliance with the current floitida B%01 inj.Code, •• •• • • .0000• including the"High Velocity Hurricane Zone"(HVHZ). 000000 0 4, 2. Product anchors shall be as listed and spaced as shown on details. AncRogembedmeiat into •.••:• 0000.. substrate material shall be beyond wall dressing or stucco. : .00 ;....; 3. When used in areas requiring wind borne debris protection this doorVtodbct cop?01:0%with • • .• does not require im act an Section 1609.1.2 of the current Florida Building Code and q p resistant covering on outswing doors. 4. Non-Impact sidelites do require an impact resistant covering when used in areas requiring Wind borne debris protection to comply with Section 1609.1.2 of the current Florida Building Code. S. Site conditions that deviate from the details of drawing 5-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S-2104 for size and design pressure limitations. Hermes F.Norero,P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS Date: 02j02/2015 A Perfect Solution in Every Drop Certificate of Authorization:29578 Report No: 3398 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management Institute,Inc.(FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory,Inc. (FBC Organization#TST1577) Report#:CTLA696W, Report Date:11/01/2001 2. Q �Y ual' Assurance National Accreditation and Management Institute (FBC Organization#:QUA1789) •••• . . 3. Component Material Testing of Dylite Expandable Pol�istYtrene b�+•. •• •• intertek Testing ServcesNA,Inc. •••• • •• 000000••••• Services of ASTM E84-08 0000 •••••• Report#:3113726SAT-001 R1 Report Date:03/13r/i@@ l• •••• •• ••• ...... .. . ..... Equivalence of Test Standards: :90••. . . • • . :000:9 ...... Various test standards have been evaluated for differences in test methodology,if*y,bbtween'tested :....: editions of the test standards listed below and those editions referenced in the current Florida BA JWgCode • JELD-WEN,inc.has tested their products to the following test standard edition(s): 1) ASTM E84-08 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 After review of the above mentioned referenced standards and editions,it has been found that no significant technical changes have been made to the test standards that would affect the results.All referenced standards have been found to be equivalent.All materials test results meet minimum requirements of the current FBC including HVHZ provisions. Hermes F.Norero,P.E. Florida No.73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Date: 0 Report Noo:: 3 33 015 398 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate,use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. B. For concrete or masonry substrate where one by(ZX),non-structural,wood bucking is employed,use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed,use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. Refer to Installation Instructions(S-2104)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX,oXXO X XO,XO,OX •' Positive 57 PSF* P tive 66• Outswing Negative P 57 PSF Ne ative •• ••• PSF.. : ..' ....:. *Units meet water infiltration requirements corresponding to noted design•• • pressures. •• • .••. . .. ..... ..•... .. . •...• Hermes F.Norero,P.E. Florida No.73778 Page 4 of 4 I NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Exterior Doors Certification No.: NI011082-R1 3737 Lalcesport Drive Certification Date: 05/01/2012 � Expiration Date: 08/31/2019 Klamath Falls,OR 97601 P Revision Date: 05/05/2015 Product: "Energy Saver/Contour" Opaque Wood-Edge Steel Door w/or w/o Sidelite(wood frame) Specification:TAS 201/202/203-94 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.Namicertiflcation,com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& outswins Opaque Size Pos/Nez Pressure Rated Comments X O/S Opaque 3'2"x 6'10" +66/-70 10.0 psf Yes Max C,-696W x6's" Single installation Details:S-2104 14 OX/XO O/S Door-Opaque 4'5"x 6'10" +66/-70 10.0 psf Door-Yes s �o Sidelite-No Mat � x 6•8• Single w/Sidelites Sidelte-Glazed ete DLO:6"x 5'3"(l/s~Tempered Glas) Installation Details:S-2104 14 OXO O/S Door-Opaque 5'10"x 6'10" +66/-70 10.0 psf Door-Yes Size:Max Pawl o x 6's" Single w/Sidelites Sidelites- Sidelites-No Sidelite DLO:6"x 53"(1/8"Tempered Glass) Glazed Install"n Details:S-2104(l-s) XX O/S Doors-Opaque 6'3"x 6'10" +57/-57 8.55 psf Doors-Yes MaxC,-696a xss" Double InsWlaWn Details:S-2104 1-8 OXXO O/S Doors-Opaque 8'l 1"x 6'10" +57/-57 8.55 psf Doors-Yes Max Pawl ,CTIA-MW 'x 6'r Double w/Sidelites Sidelites- Sidelites-No Sidelite DLO:6'x 5'3"(U8"Tempered Glass) Glazed IInstallation Details:S-2104(14) National Accreditation&MbagerrrgJ#c,(4794 George Washington Memorial Highway/Hayes,VA 23072 '. ': :T11:X8D4jW9124/Fax:(804)6845122 .. ... .. . . . .. •'• 0:9 AVIMUMMED SIGNATURE: .. . . . . . . . . . .. . . . . . . . . ... . . . . ..• . . . . . . . . . . . . . .. .. . . . .. .. ... 0 . . ... . . •. •• . • . er 70.25MAX OA FRAME W10TH �T f 74.5'MAX.OA FRAUE WIDTH 75• .75'NULL 15.5°MAX.OA Steel 875-TTP. t'M . . . . Typ' T1P. 4'MAX OABE STN .625*MAX OA36•MAIL pA • • • • • • • • fn' 5" S6'MA7c OA 14"MAX OA ANEL WN • • • • • • • P.• PANEL WIDTH I PAWL Wd1TH tJIWTS W/ASfRAGAI PANEL • • • • • • • &WTXVT ACT �lFES • • • • GERERALT�,TeB ®® ® ® ® i.IA •• • • • •ACYWE r7[j�y jr OA DLO. 1.Tw FMVJCT 15 D1 TD(XJ1RY Wilt THE t�RENT RAW B1 �• • • • • •Wi • WIDTH tXXM NAS BM TESTED 81 ACCORDANCE W1 H No VELOCOY HURWANE MAX • ••• • •MAY •• • `"' 125* 2.WW MW 8Y OTmM MUST BE QED PRAY TO TIER AN •SA * &I AX FAtdEt •• • • • M• • MAX LOADS ro 7FtE STRUCTURE NEXMIT OA 3.PRODUCT ANCHORS 914ti.BE AS LISTED AND SPACED PER AN1�t LOCATXIN @ @ MO. DRAWIIGS.ANCHOR EMBEDMENT TO BASE MATERAL SHALL BE BEYONO WALL 81 ZS" 81.25° HOW DRESSING OR STUCCO MAX ' @ 4.SEE TABLE 1 ON IM SHEET FOR DESIGN P RATOM OA ® OA FRAME S.THIS PRODUCT 91EEi3 THE WATER ITS FOR*hWr ZONM SEE HEVO THE DEN CHART BELOW. tlElG+ft � 6. DOORS ARE WALT RATED AND DO HOT REWIRE WW-DADS APPROVED IMPACT RESISTANT SHUTTERS. L7. -aw APPRDl1ED IMPACT RESISTANT SHUTTERS ARE REOtMREDELITESno go AIR:AN t?PT10N AND M BE USED IN A SINGLE OR DOUBLEL S@1ry c OLS IMPACL Tan►(0X0)W/ASN-AtFACi tn� 0.75' 0.625° CiMtiFS VtLYkb FR01I OffFR10R �� 0.625' emer 813L,ATEOSMDOORfCartC.tro�4mne t DOME p111SWIN0 91PitC1 UAHi(XX) 107'MAX.OA FRAME Y�TH COM-PO-NWCONSTRUCT10H3 37.75°tIAX GA V1EWE0 FROM EXTEt80R .875• .125' - .75'WAL 15.5'MAX OA r Face shaete:24 9% (0.020' MWA-Ndcr ss.Gah•n W Steel A-525 FRAME MOTH TVP. BAR TYP. SIDEUTE FRAME WITH ' 36'MAX OA 14'MAX OA cm awdel q joW- v=per ASTM 620 math avemp minimum Yw 36'MAX OA PANEL WNTH Mrergtlt fy(mv.)=24,600 psL 8 'GYP. - PANEL WIDTH W/AcWGN. PANEL WITH P�YYD STH Expanded pofyslymne with 1.0 to 1.25 9m./cf density. by JRD- INC. Qpg Pnmel Cmmfnxt�:fie active otxt h=ft pacela are cwt*=Nd from 240A (0.020•min.)gtdvanbW steel.The face sh"t tops WW twtWw are ® ® 6'MAX a b a bard 90'area the top and bottom res.The(OP LVL WO mese 1.67' INACTNE ACIWE OA D.L.O. efde x 1.042' .The steel imttom rdt is ro9 formed 0.021'gdvanfxed �. ij WNflt Leel 1.67-aide x 1.21°tdgh. The afdev of the fore are �° MAX 5A rot Iotned ado Ow LVL latch oft and Pond Pare 1dnp std W*b MAXOAG nwoo a 1.67'x 1.0'.Tire CO*is NW With potYstlserm The PAS OA 63.125• foe ahaete are ghmd to the po"f rens. PANELWIT HEIGHT MAX ' ��Canet,:The sash is canafmcted from 24GA(0.020°min.) OA xted fire In of the face street ore bard W over the poysty-- @ @ D.L.O. cord glued In The•ddite pards me muted to receive the 001.Lip Ute 81.25' 81.25' HWIT T3 Frames or tW opsme;Tdmty tight Fromes.(See sheet 7 for g�9 MAX. MAX detds.) rhe Be(mmas am w/OW Wrq cid an the Ts v OA @ OA FRAME FRAME � p HEIGHT Feasteing Constru 6Z The frames are earetructed from Ponderosa Mwjoatbs HEXMO � � m 125-wig x 4.5625"deep. The doo and ddONG head jambs � are moUsed ad bW(joined to the side jambs and ottacfmd with(3) 16CA 2'x 7/16'own wke atapfea.The Ota use a standard bump face Pemtto sm*ofd mecwwkq 4.041'deep x 1.0'high.The tMestmld Is ottactred to DOME�gSVW a�ACT k' the ftme awth 3 16GA 2'x 7 16'am tare 10L 111tr I>a1 PoXXO)W/FXDI-WPACT c 0.75' 11825' `���� p f ss4 scutC y&WEO FRdu FXTERI w m< TAMEOFROOMCtX11@ti5 I NOTES AMU TYPIGN.ELEVATIONS 7 1: Z�.°�,••• �O '+ p gt scar:: N.T.S. 2 VER CROSS SEC BOJ MATEitfNS `* . * - twu0.6r: JWJ 3 FXMPlZOI4TAL CROSS%CTTOHS 1RA1101 I Nt 6 AM= Q tact ev $ $AFFEtJ 4 tl�IZAYTAL CROSS SECIXMS AND NOTES SOW tWR UNT(X OX rQ W) �7� p 4 S At1CFIING LOCATTd�AND DET +B6 -70 ps1dqn9dbyHWVsF.H*MrQpL . No- LOCATIONS L TM AND wM0 s '�.'t` ' a dr `'.`� 8UOINI9 DROPS,W. S-2104 7 GIAW DETAOS +57 pef-57 po lamapproviMd*dwwMt �� 4fi 954744-47478 8 UNIT COMPOHFMS W�tDRI CACI kS -Date:2a15Ad.te 1x44:49.05W revs 1 aeere Fax:954-744-4738 sr+eet t or 8 ° * 0.75" CONCRETE/ MAR ME EDGE MT. MRY EDGE DIST 51 DOOR STEEL FACE SHEET 24Gk OP02OW STEEL 1. FRUE W-41) JOINTED WOOD Ufffism WOOD 4 IM 4'x 4"MM 12m SMEL 0.250 2 20 7 DOW tATCH SME W-1, 2 SEE WAIL 7 1 SEE DETAIL 7 32 d2 41 DW MDTIW 96 STEEL ON SHEET 5 ON SHEET 5 1434 DW Am SIME mm pw MOD SEE NOTE 6 ON 16 3116.rp aw. Sim 117 EXPANDED POLYSTYRENE(1-0 to 125 ib./cf WOM BY JELD-WEN FOAM PANEL THK PANEL 7W. 19 2x KIM an KU. THX MW 20 1 SkW(025 DENSITY PLASM OR MATER) 17 Sim if (ML UTE FRAVE) sma 24 x I'FFH W=SCREW Sim 25 PFH NOW SCREW S-Im am 27 10 x r PFH WOOD SCREW Sim 28 NAM CAP on WK. SEE GVZW Sim I OA OA 32 3/8-MM RMID SIDELITE STOP WWD I OA OA DETAILS, SHEET pAja 33 DOOR 0QTMU PAIL HEW 34 S00GE l4p SET I Sim HEM How 35 SOY-AGE T Un 6or SHOO SIM 36 wayr SIM FACE SHEET 24Gk am Sim 37 13 RASS 42 YALE KM9 Sim EE 29 SHE 4(k 45 UTE FMW BY I.G.U. POLYMP. 10 3 46 112- WULA MY IRRM/AMPAC) 16 Ig MW 91 MW POLYPROP. MATED IN MMMMM SEE 3 SEE 49 Of FAW mw#6 x I UP Low Pmwm cur MfYT SEE DETAIL 7 NOTE 3 12 50 COAMM DOW 1199 swow I 1.25" CONCRM/ CONCRETE/ MASONRY BAB. BY OTHERS BY OTHERS 4u CROSS SEC77ON tn VER CROSS SEC77ON RUADM cm,W- S-2104 2"n For 954-744-4738 I-W ' ' ' ' • • ••• • • • ••• • • • • • • • • • • s • • • • • . • • 4 SEE NOTE 7 SEE NOTE ON SHT. 4 25 19 20 4 52 7 1 15 214 2 34 • • • • • 1 6 5 6 3 19 2 ON SHE 4 • • • s• • • •em••• ••• ••• ••• •• 1.750"ANN. MASONRY 6 By OTHERS In aQ 51 0.75" 1 i7 1 i 10 5t /// ° °° D EDGE D1Sf EDGE °O ` SEE DETAIL 5 SEE DETAIL 5 a ON SHEET 5 ON SHEET 5 ° e�' M RI ONTAL CROSS SEC71ON HORIZONTAL CROSS SECTION e 0.250"MAX. LATCH U N UCK 0.250 MAX. IMAM slim std 50"mw �n EMBED. � CONCRETE/ EMBED. MASONRY BY OTHERS SEE1 ON 40 hSHT. 4 26 ASTRAGAL THROW BOLTS (2)TOTAL: (I EACH) ° a INACTIVE 1 0.31"DIA x 9.0"LG. AT TOP&BOTTOM M; 1 45 1 7 40.5 7 1 q15 21 42 34 �— SEE ST TE 12 1 01 10 10 DETAIL I oil 01 ASTRAM TO ME AMCHMENT `�° c NOTE ITEM 24 NOT SHOWN THIS ~c u 1.750'M9V VIEW FOR Cuil�rii c aR PANEL THK F. omc 9-11-01 SEE NOTE 4 SEE DETAIL Z ••to p sr. N.7S ON SHT. 4 24 1 ON THIS 7 10 9 17 * 7> *_ csc.sy, M SHEET Q cm ft S. SAFFELL ' owUcs Ho.: AT fTN HORN& ~TION CTTON ���0� •9 a r, P•"`y�Q� MADING DROPS,w- S-2104 A ! L � Phone'954-399-8478 rens r 2MM For 954-744-4738 sEr a . . ..• . • . •.• •. •• • • • •. •• • • . • • . • • • • . 3 SEE NOTE 44 44 8 9 4 52 7 J t5 21 42 34 13 6 5 S 3 28 9 44 14 SEE NOTE 7 ON SHT. 4 ON SHT 4 • • • • • • • • •• • • • • • • • • • 4 4538 32 i i •• • " • i • i SEE NOTE 3 • ••• P� • ••• 3 1 ON SHT. 4 31 > 3 SEE K MAIGi // \ 1 10 / \ SON N07 4 3sSHT. SET 7 /// \\ 10 ON NOTE 4 2 �/ \\. SEE NOTE 6 SEE ON SHT. a 29 \\� 2 ON99.�a5 r 17 1 r SEE DETNC s� /// \\\ 2 ON SNi a y ON SHEET 5 SEE DETAIL 5 ON SHEET 5 39 0.750" SEE'GLAZING 0.750" 39 DETAILS,SHEET 7 HORIZONTAL. CROSS SECTION HORIZONTAL CROSS SECTION i TC JAMB AT S L I G JAM oil, g? N T CONCRETE/ 51 19 20 4 3 t SEE NQS 3 3 !o 1. SPACING FOR ITEM 126 THE 110 x I"PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE#WINE DOOR IS ON SHT 4 AS FOLLOWS: FROM THE TOP DOWN&THE 8DTTOM UP: 1.0". 2.5, 4.0: 5.5, 13.0. OTHERSBY 18.0"& 26.0'. n 2. SPAM FOR ITER!123 THE 18 x 1 1/2"PIASCI W 15 AS FOLLOWS: 32 3 38 4 4SEE�7 TOP&BOTTOM. HORIZONTALLY. SIDEUTE PANEL 3.0"IN FROM EACH CORNER. ON THE SM Yl r, FOR THE SIOELITE PANEL 3.0, 13.0", 26.0, 39.0, 52.O"& 63.0 °, 3. SPAM FOR ITEM 131 THE 160A x 3/4"BRAD TRIM AWL ATTACHING THE QUARTER ROUND TO THE SMIE AND ° ITEM 19 THE r6A. X 1"BRAD TRAM NAI.ATTACHp�THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS EXTERIOR FOLLOWS: TOP&WTTOM H�ONTAL Y(FDR THE JA-WARIER SND) 1.25"IN FROM EACH CORNER WITH e � (1)NAIL MID-SPAN. pN THE SUM VERTtC�LY(FOR SOM Me OUAM ROUND&MLx 1IAN f&-b 1.25 FROM EACH END& SIX MORE EQUALLY SPACED ON THE FIELD. ° 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125,A 18 x 2 1/2"PFH WOOD SCREW. . . \\ 0.125'ANN. INTERIOR R e e WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE MN 124, A 18 x 2' GLASS THK. PFH WOO=SCREW. ° 5. SPAM FOR ITEM 125 THE 18 x 2 112'PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, 4A NOTE 2 S AS FOLLOWS: 6.0"FROM EACH VERTICAL CORNER WITH(4) MORE SCREWS EQUALLY SPACED ON THE FIELD, SEE 3 _ o c 6. THE SIDF_LITE PANEL IS SECURED INTO THE SIDFIITE JAMB Wj ITEM 129 SILICONE CAULK ON THREE SIDES AND f \ / ON SHT. 4 HORIZONTAL CRO S SECT! N p B 3/8"OUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM WAIS x 3/4"LOAD. 0.75'MIN. ° \\\ 29 SEE NOTE 6 ,�11� 1 �1 TO SU K " o 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 127,A 110 x 2"PFH SCREW. WHEN ATTACHING EDGE MST a° \ ON SHL 4 ���� �g F. p �,�o m a THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 114,A 110 x 1 3/4"PFH WOOD SCREW. ° --E 9-11-01 8. SPACING FOR ITEM 149 THE 16 x 1 1/2"PA44M SCREW(TRINITY LITUPAME)IS AS FOLLOWS: °. SEE DETAIL 5 MDELIX L►rEB ME MM THE TOP DOWN VERTICALLY,3.251 18.0625; 32.8125. 47.5625'& 62.625'. ° ON SHEET 5 S 'r;• Prepared Sr. sme N.T.S. camlYE IITEFRAA/E TOP&BOT70b}. Hi1OM THE l_T: ONE(ij SCREW AT 4.4375". ° ° ° =* . * _ ;.BY: JWJ 0.250"MAX. _ 9. ALTERNATE CONCRETEIWASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE SFNAI .^Q :•. : ® �. SAFHELL USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. �.AftN O P JO. USE ITEM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. USE ITEM 125 WHEN INSTALLING INTO l ED. . MA DING L>ROPS.HNC 5-2104 MULLIONS. USE ITEM 116 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SHDELITE SILLS. , Phare:954-399-8478 FM x Fox.954-744-4738 gHECt 4 oF'� . • ... . • • ••. •. •• . . • .• .. • • • • • • . • . . . 74.50'MU. OA 7SEE IDTH 70.25"MAX. QA FRAME W�TN OETAtt 2 . . . . . .. N THIS SHT: . . . . . . . .. . . • --.F . SEE DETAIL 4 •4,50•tn! • •• eT1P. i OO'TYF. ON TH15 SHT 3.00' 6.58" 6,00'TYP. ,- 6 6.00"TYP. 12,50' 3.00" --3.00"TYP. iYh- 1YP 00'TYP. TYP. • SEE HISSEWL 4 6 TYP. •• • •�� — 7. 5' i I ON THIS SM 6 TYP. I 1 1 l I t lk i_ 7,175' i i • • • i ` 5r IYP. TYP Typ — SEE NOTE 5 3t" 5 ON SHEET 4 5 SPACES SPACES ® 13.85 SEE DETAIL 6 0 13.85' SEE WAB.5 ON THIS SHT. — -- — ON THIS VT. — 81.2. St.25' �• MAX. OA y 25 O.A. ( y FRAME 15.50 — TYP. — — FRAME ilI WHFJ"HTo 3t" 36.25" 36.625' 16 16 I LL IYP. 3.00" 00"TYP, to 00'7YP. 12.125° 3.00` 7.00°PP. 6.00 7.00'TYP. flP. 15' . C-SgyK. SEE DETAIL 3 ON THIS SK.. SINCE E DOOR WITH SELF'S MOM L��TIONS DO g E DOOR WlTWff SMrTE$ANCHOR J SAT IAEVIED FROM INTI I o 0 WEWED FROM INTERIOR 16 51 25 y\ 5 5 SEE NOTE 10 \, 2 16 142 SEE NOTE ON SHEET 4 ,,N 7 SHEET 4 - ' ,,,,,���5►F.rtrO11,90UNTERSINK FOR TION ANCHORS s 4 W 6 5. l I 24 5.50' I I 2425 '! DAM 9-11-01 y 1 6 y y SEE NOTE = r Propmed 8Y N.tS / 4th y 1 y 4 SHEET 4 t* . 7 •�it oxwa By, NJ �� i �„_,-,.•� � / / / �� •••, f(T .� C ® ate.er:S. SAF'FELL 52 52 i C) • q P..• t io ��` R•H, 8UUW DROPS.W- S-2104 DETAIL 2 - ®HEAD JAMB DETAIL 3 - ® THRESHOLD DET& 4 QEiA11 5 DETNL 6 � Phow. 954-399-8478 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES 70 JAMB&DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES i0 JAMB .� M78 Fox:954-744-4738 str 5 0+ • . 1010. . . • .1010 .• •• • • . •. •. . • • . . . • . • . • • . . 100. • 000 • . 000 •• . • • 0. • • 0. • • 1010 tO7.00"AJAX. OA FRUIE ATO i i, 4,• •• •• i i X75"MAX. OA • ••• 4,100. ••• • • id SEE DETAIL•2 ON SHEET 5 • • • • •10 ••10 •4, tL SEE DETAIL 4 • • • • • • • 10 00 xx 4.50'iYP. 18.41°TIP. 0M S�5 • ••• • • • • •• • � 100. Roo" '7Yp, 13.41 TYP. • • • • • •10 • 6.00•• `s 300' AIL "TYP. 6.00"TYP. • y 10•• i i i••TV is j • 00"TYP. --�- SEE DEET 6 TYP.� _ I I 1 1 I 1 1 1 I t ! 1 1 7.375' 6 NP• 6 NP' — ���5 l t 5t St 5f _ :1 T(P. TYP. E 6 5 SEE NOTE 5 31 SPACES SPACES Jf" SPACES 25 ON SHEET 4 ® 13.85 ® 13.85" f _ SEE DETAIL 5_ - {I ON SHEET 5 1.25" ON SHEET 5 , MAX. F1i4ME 5,�°I + 25 H E 5.50" I Ioil .� / - - 11.1 2 a 36.625, 16 36.625' 16 a M In I 1 I T 3.00"TYP-- 3�" .00"TIM 8.00" 8.58 3.00' 7.00'nP. 7.00"iYP. Y TYP. i1P. SEE DETAIL 3 SINGLE DOOR mTHOLm S9>aM AW" LOCATE ON SHEET 5 VIEWED FROM INTERIOR h c DOME DOOR WITH SW.mFS ANCHOR��AnONS VIEWED FROM INTERIOR - h F. 7 O Prepared By sa+ut M.TS * r Q nrxs sT: JWJ T F C►K i�� s as ar 5. SAFFELL DPAWM NO.. •„�O,� 5 t" 2kr,,. BIJU NG DROPS,oc. 5-2104 ran n a.c. Phom.-954-399-8478 r WaTa Faw 954-744-4738 St�ET 8 G� . . ... . . . ... . . . . . . . . . . Jo . . . . . . . •. . .. .•• 17 50 30 3 • • • • • . • • •• o • •go •go a • • • 00 EXTERIOR O.125"MIN. G� •• • • • •• •.• •• y, KNE55 •• i•i i i is• i• •• so 050" INTERIOR GLASS L#T€ 1 29 50 29 46 SEE NOTE 2 38 2 ON SHE 4 EXTERIOR 0.500"MLN. Y9 GLASS THK. 0.125"TEMP. �WG DUAL 1 D.250"AIR OOL UTE FRAME S� 9 PANE s'; � GLASS SPACE 1/8"TEMPERED GLASS SPARTECH POLYGON PP5530 C13 ? r Q n� x. 0.125" TEMP. .25" 50" INTERIOR 0.50 INTERCEPT GLASS GLASS STEEL SPACER , m 817E 50 SEE NOTE 8 1 29 29 50 45 49 4N SHE 4 � to EXTERIOR O.125"TEMP. GLAZW QM. ULE FR4ME GLASS 1/2"INSUATED TEMPERED GLASS LLlPOY EU-5007 1.000 MIN. 0,750"AIR SPACE o GLASS THK. .75"x .50"7MERC 0.125"TEMP. ALL GLAZING CO FlGt1RAWNS INTERIOR GLASS SHALL COMPLY*M SAFELY N n 0.50"STEEL SPACER (2Am R€OUREMENTS ODUED G IN F8C SECT=2406.TE o= �= SEE NOTE 8 & �� StF. ►ttttttt�i' ..�,o m� 50 4 4 ON SHT. 4 9-11-01 T r••• O Prepared By SCUL N.T.S. r ta21MG DETAIL 3 _* . 7 TR✓IW LITE FRAME � FYJ 1"INSULATED TEMPERED GIASS ctec er w.S SAFFEIL LUPOY©-5007 ` DROM N04 BUILDMO DROPS,we 5-2104 Phm.954-399-8478 t 2We Fac 954-744-4738 stir 7 oF� .0 20, 1.670* 1.670'- 1.670* 4.5625" 2.188' --T Z/ . /�A 0.750* I.Wo" 1.000, 0,500, DOW spimm DOW HWGE SRI 2 3 mm M (0.021�STEEL QqFNW JOWED PWMSA S=MuFft .0 FWGFJ?JOWTED RNE WWD 4 44 POMXROSA PNE 15 0.513*0 0 0.125* 1.645' 0.529' w. 1.544" 1.586 O.W. 1.544* 0.831* T- --T -T .-��0.140, 1.750- 1.750- Tf�.752: 0.5m 61. CORMER 13LOCK C01FRESM KA Z521* Z519, 2.621 STEEL BUTIUM RA SCHLEGEL G-LON QOS 650 @WaMP0WLYPR-0=P -fflK @=MPO5YPRA0PL""K &"P-OLYPROP ' MDF x 10"LONG IRNW MASTIC UTE 10T AIATRK F-MNff MASTIC UTE KiT M4MW ODL PLASTIC LITE KIT MATERK I",I APPROWD UNDER&LAM--QVAQ-1 AMWM LWDER W"M--=M IAPPROWD UNDER M04 jig--1209&1 - 1250' - 1.1 1 r o.m- -1 0.482" 0.585* jo 0.375* IT 7 j:g 0.375" --1 � T T- 0.624* 0 a-OUAM ROtW 1.750' 2.500* 1.736"0.675' F1 101 Sam 2.040' 0 -0 -zlil ASTR40AL HAS TWO 0.3125 0 2137'1.012 Dbk x 9*LOW BOLTS, I T--g--j 1 1-1 11 1.375- 0 0 71 ON TOP. I ON BOTTOM L,2j 0 1 1-- 1.025" 1.381" 'T*0.097- 4.Wo' ..mm ASTRAQ&SHK PLATE @Pggu&�� muum HAGER STEEL 9M 6063-716 ALUMNUM @(NPRX 0.125-STEEL) RRE(81.25-LOW) (D4.x 4*x 0.097"TW. STEEL 11.875* 1.710* 1.000, 0.582' 1 Mk VARES Wn HmwRE lism 4.041" "P FACE THRESHOLD 0 ALUMKJM -BY PEWKO 4.000" WOOD 1wr -%cp I Im 4o o S: 7 A. Pmparsd Sr. Dwrp.BY: Jwj cw-w.S. SAFFELL oFtwim NO., auum DMI S-2104 WOOD LOCK Phm,954-399-4478 SWER JOINTED PONDEROSA RNE F=954-744-4738 SHM_L OF-L REVISIONS 11 t U zCO z Mtn �-o 7W" —1 in J U v K 6 CONSTANT 0.00256 LU o GCPI 0.18 16'-20'-26'-30'-40'-60'-60' Existing VELOCITY(ult)175 (asd) 136 z ONE STORY RESIDENCE Gara6je Door KD 0.95 Florida Building Code 2014.ASCE 7-10. EXPOSURE"C" MEAN ROOF HEIGHT 15' 7 Not to be included RISK CATEGORY II BUILDING EXPOSURE ADJUSTMENTS .85 — m .••• Ex15t1n LOAD TABLE FOR DOOR TOTALSQ.FT. K0. g=•• ••• x a Not to be 9cludedENTRY • .U.Q. • POS PRESSURE NEG.PRESSURE `••••• z MARKI11P. � DESCRIPTION WIDTH NEIGH SQ.FT. ZONE CERT (l! 10 • ++ S.F. P.S.F. •.•• •s ••• Existin O l DOOR ®36 20.00 IF 38.55 41.97 INT I-011082-R 1 ••••• •• ` Not to be included `� ••• so 5COPE OF WORK :••:•: " • W J • ••••• ••• •• FRONT DOOR INSTALLATION. CERTIFICATION # NI 01 1 082 - KI ' FLOOR PLAN 5KETCH ' BUILDING REVIE z APPROVED DATEkV4 O Q J r .�'`"...... ' ' RAL N TE U LL I . CONTRACTOR TO VERIFY ALL DIMENSIONS U) " ry 2 H . ASCE 7-10 WIND CODE (1 75 MPH) EXP. "C" U W 4 / M Of 3. FLORIDA BUILDING CODE, 0I 1- 0 y5 4. MEAN ROOFHEIGHT : 15' 2 4 N T— _ - 1 5. MIN. BUILDING WIDTH: 30' J � cf) . , 6. ROOF INCL. I S° Z X11 z 7. APLICABLE ZONE: 4 (INTERIOR). — CO Q 8. RISK CATEGORY II BUILDING. nL � 9. CONSTANT: 0.00256 ' D gRnwN BY, 10. GCPI: 0. 16 /y 3/21/2016 � I I .Kd : .65 NTS: 1 JOB No: 518nw112st—JDP.16 LOCATION f SHEET/�,, 1 ;��