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Home My WebLink About15-16252 \ I / CITY OF ZEP�HYRHILLS � 5335-8TH;STREEf � � � ` (813)780',-0020 1 6 2 BUILDING� PERMIT � PERMIT INFORMATION LOCATION INFORMATION ' Permit Number: 16252 Address: 5730 8TH ST Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL � Township: Range: Book: Proposed Use: NOT APPLICABLE j Lot(s): Block: Section: Square Feet: � Subdivision: CITY OF ZEPHYRHILLS Est. Value: � Parcel Number: 11-26-21-0010-03400-0180 Improv. Cost: 1,927.52 OWNER INFORMATION Date Issued: 5/12/2015 � Name: DALE, GEOFFREY& CATRINA Total Fees: 67.50 Address: 5730 8TH ST Amount Paid: 67.50 ZEPHYRHILLS, FL. 33542 Date Paid: 5/12/2015 Phone: (813)479-8284 Work Desc: REPLACE 2 DOOR UNIT S/S CONTRACTOR S APPLICATION FEES LOWE' HOME CENTERS I C BUILDING FEE , 67.50 I T � I I �, /� � � Ins ections Re uired FOOTER 2ND ROU H PL MB M SC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1S�f ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB ' SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d)work not ready for inspection when called e) permit not posted on joti site f� plans not at job site g)work not accessible. NOTICE: In addition to the requirements of this permit, there'may be additional restrictions applicable to this property that may be found in the public records of this county, and there;may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "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." Complete Plans,Specifications Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFO C.O. � � � CONTRACTOR S GNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER � - - � j � n.M � ,�5,,, � . �' � .' �• •=j ' �;qr �ri.A" ��L A:LY.r+a^ - ,'j: .Y�a 3-� - %`'Y` +� lt' Y CI�Of I��.i�'�11��5 BUILDTNG PLAN REVIEW COMMENTS � ( ,, ? i ContractorlHomeowner: Q t�� ; � Dat�Received: �� ! SiYe: .� 7 c�a f�1` � ,--`--- Pexrnit Type: � �� ' ��G��1 �J� i / Approved w/na comments:� Appraved wlthe below comments: ❑ Denied w/the below comments: ❑ , � � i ; I, i � � � j � ; � i I ( i � This comm nt sheet s �all be kept with the permit and/or plans. . - ��f �-��" Kalvin w' Plans Examiner Date Cantractor anci/or Homeawner (Required when comments are present} � ��i�-�nv-�vzu � �iry or cepnyrnins rermii Hppucation rax-o�i�-iau-uuc i ; Bullding De lartment � Mp JOCR ,f � I Date.Recelved — i , Phone Contact for Permittin 8 / 26 Owner's Name ��'} I �2�_ i Owner Phone Number S��o -2Y 2-7 e 2. Owner's Address s/�a►�� Owner Phone Number � Fee Simple Titleholder Name � � Owner Phone Number I Fee Simple Titleholder Address C_ , JOB ADDRESS �� I '!l+ � 2�2.1'k2Y�''��I s FL 3 3 S"��- LOT# F � � � SUBDIVISION C�`� �"� �Z�I FL f►i/ PARCEL IDt! li I��2�-2/-bE?iG� �CJ.3�'1'oCh ° b(S� I (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW iCON57R ADD/ALT Q SIGN Q Q DEMOLISH B INST�ALL � REPAIR � � PROPOSED.USE Q SFR �] COMM � OTHER TYPE OF CONSTRUCTION Q BLO�K � FRAME � STEEL Q DESCRIPTION OF WORK 1`e!I f�� D O U/L t��+i�TS S�2� S['Z� f C.. ��f�( �- �� — �� BUILDING SIZE I SQ FOOI'AGE� HEIGHT - OBUILDING $ VALUATION OF TI TAL CONSTRUCTION 1��-r_� QELECTRICAL r$ I AMP i ER�VICE � Q PROGRESS ENERGY Q W.R.E.C. L_ . OPLUMBING $ i , �v C�-� �� QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � C QGAS Q ROOiFING �] SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS �i � FLOOD ZONE AREA QYES NO , � G �,e.�^ 1�? ~ I / BUILDER � �I// .� �j� �COMPAIVY 4 0+..�-6 S� l-�oM�, C e�T�2� � SIGNATURE � � 0 'i l ` �"'Q'e" "� REGISTERED Y/ N FEE CURRE� � / i Address O QOK O ��✓ `��A��' , ��"�� Llcense# �.,�o�, ( .5� �� I ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N — Address �— � License# � I I SIG ATURE _ ] REOG STP RED Y/ N FEE CURRE� Y/N � i I Address i � � L(cense# � � MECHANICAL ' � COMPAIVY SIGNATURE I FtEGISTERED Y/ N FEE CURRE� Y/N � Address � License# � � OTHER � COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address �� Lfcense# iiii�htfi�Ft RESIDENTIAL Attach(2)Plot Plans;(2�sets of Bulidfng Plans;(1)set of Energy Forms;R-O-W Permit for new construcUon, Minimum ten(10)workir'g da s after submittal date. Requlred onsite,ConstrucUon Plans,Stormwater Pians w/Silt Fence installed, ,_ Sanitary Fadlitles&td�mps er Site.V!rork Permit for subdtvlslons/large proJects ___ _ - _ __�__ �___ COMMERCIAI.' Altach(3)complete set of B ilding Plan�plus a Uf�Safety Page;(1)set of Energy Forms.R-O-W Permit for new consWctlon. Minimum ten(10)worki ig days after submittal date. Required onsfte,ConstrucUon Plans,Stormwater Plans w/S(It Fence installed, Sanitary Facilitles 8�1 di�umps er.S(te Work Permlt for all new proJects,All commerclal requirements must meet wmpliance SIGN PERMIT Attach(2)sets of Engine��ered Plans. ""PROPERTY SURVP�Y re uired for all NEW consFruction. D(rections: I Fill out application completely. I' Ovmer&Contractor sign back of appli(;ation,notarized If over SZ500,a Notice of CommencE�ment is requlred. (AIC upgrades over 57500) , "• Agent(for the contractor)or Power of f�ttomiey(for the ciwner)would be someone with notarized.letter from owner authorizing same OVER THE COUNTER PERMITTING I(Fro�t of.Applicadon Only.) Reroofs If shingles Sewers Servf ce U grades AJC Fences(PIo�Suroey/Footage) � Drlveways-Not over Counter If on pub�ic ro dways..neods ROW � i � - STORE CQPY , ° ' - INSTALLATION SERVIC�S CUSTOMER CONTRACT-MWORK-INT/EJCT/PAT(O DOOR M LOWE'S OF ZEPHYRHILLS,FL,STORE#1854 STORE PHONE:(813)838-9000 � � � : 7921 GALI BOULEVARD SALESPERSON:JEREMY TROVILLIOIV EPHYF3HILI S, �! 33�4? SA��SPERSCN��:;2447C� Document Prini Date:04/19/2015 This is only a Quote ior the merchandise and services printed below_7his becomes an agreement upon payment and issuance of a Lowe's receipt,upon which the entire agree- ment, including the specificaffy compfeted pages of this document, the Terms and Conditions included wifh this document, the applicable portion(s) of Lowe's receipt, and any ofher addenda or attachments hereto,shall be referred to herein as this°Contract.' � PLEASE READ THIS ENTIRE DOCUMENT INCLUDING TfiE"TERMS AND COIdDITIO1dS" BEFORE SIGNING _ Lowe's Registration or Contractor License Number/Lowe's Contractor Name . , F(orida Contractor License Number CGC1508417 n n � Customer Name Home Phone � S GEOFF DALE 813-479-8284 0 � O Customer Address � Other Phone � �'`� 5730 8TH ST � L M _C��!___ ___ State 1 Province Zip/Postal Code � �. �-- ------ -- -- ---------- • ----- --- ----- - -- - p ZEPHYRHILLS FL 33542 � lnstallation Address � ' �- 5730 8TH ST o Installation Ciiy lnstaltation State/Province Installatiort Zip/Postal Code `!� � ZEPHYRHILLS FL 33542 MERCHANDISE AND [NSTALLATION SUMMARY MERCHANDISE SUMMARY 6550:329063: STK: 5/8"J-CHANNEL WHITE 306-WH : .625-IN X 12-FT 6-IN WHITE VINYL SIDING J-CHANfVEL: BLUELiNX CORPORATION-QTY 3 22238:STK: PFJ CASE 327 2-1/41NX11/161NX7FT: PFJ CASE 327 2-1/4INX11/16lNX7FT-QTY 5 984�8=0��26:ST-K:RNIL—B-F-T-Wfi�TEP1/C—BFi�IC-K-MOUL-DING:-R�A�8-FFWNITE-PifC�fl�IC-K-MOUL-BFNG:-FJ��CO�S�MI�NIUOR�K-BI-S-TR�BI�T-f�— �QTY 3 � i f � i 209520:07318:STK: PVC TRINi BOARD 3/4ifvX3-i/21NX8FT: PVC TRIM BOARD 3/41NX3-1/21NX8FT: EAST COAST MlLLWORK DISTRIBIJTI-QTY 1 ti � 39652:PR��i.iC�C0�7t :SOS: SOS RB COMMOD(TY STEEL- DORFAB TC : ENTRY/EXTERIOR SINGLE UN17, NALF LITE CLEAR = DOOR FABR(CA- I �- TION SERVICES INC-QTY 1 N ��. 39652: PRODUCTCODE :SOS :SOS RB COMMODITY STEEL- DORFAS TC : ENTRY/EXTERIOR SINGLE UNiT, FLUSH : DOOR FABRICATION SER- I � . V � �n Ctrre 1$5a pr��o�f �110_�38a�s�82�c,..:-�nc�r,r: � oaC�2 � o�? � w.., v�v v �v� ��v� eJf1LC � � STORE COPY ° VICES INC-QTY 1 � Materials Price $ 937.5 a. ii�lSTA�.LAT101V DESC�RIPTION Stock or SOS:SOS Door Type: Exterior Select Location : Froni Door Select New Door:Single Pre-hung Number of Doors to lnstail :2 Side Lights or Transoms: No , � Hardwood(Mahogany or Oak) Door:No Hidden Damage Description : None _ Number of additional holes bored for accessories : None Install Specialized Mortise Hardware: No fnstall Storm Door: No Lead Safe Practices: No n Total Linear Feet of Custom Trim to be Instal[ed : 17 Defiver poor:Yes n � � Customer Understands Scope af the Project:Yes Permit Required :Yes � Who Wilf Obtain Permit:Third Party Permit Fee:Yes 0 � Additional Miles Traveled over 20:o 8ring Up To Code Description : None � Loca!Disposai Fee:Yes Describe Other Work Needed:Jamb Extension on 1 door M . Other-Work-C-harge-:-Yes---- ----- ---- ---- ---- ----- --- - Comments:Customer_wants 2 exterior doors installed � � ti Labar Charges $ 990.0 L � Detai[ Deduction -$ 0.01 � 0 � Additional Specifications: Notation: Lowe's will not maEce siructural modifications, paint or stain or remove/reinstall security system equipment. Customer is responsible to advise if prop- erty is governed by Historic District Regulations_ Additional Specifications: Federal law requires Lowe's to provide you with the pamphlet Renovate Right: lmportant Lead Nazard Information for Familes, Child Care Providers and Schools. Sy signing this Contract, Customer acfcnowledges having received a copy of fhis pamphlet before worfc began informing Customer of tF�e potential risk of fhe lead hazard exposure from renovation activity to be performed in Customer's dwelling unit_ PHO70 RELEASE: Customer ar n s�o�owe's an_d_Lowe's employ_ees_ancLinde.RendenLc�ntr.actoLS the�ig�to_ta�e_phoiogcaghs o�the_P_remis.es�nr.h.er_�In—�— stallafion Services will be performed and ali work performed at the Premises related to this Contraci, and irrevocabiy grants to Lawe's all right, title; inieresi in �d to the G;;OtO�r�nhs fnr�r��in all marka;�anri mPriia��nr�rlri�nrirJo �n nornn4i iif�r C`i�c,tnmor g�,�4hnr:�°�! n:;ro'g tn�nn��rinht �,�cn„anvi n��hlicH tho nhntn�rranhc�n � � � r,.,.r..,.,...�. N J..�y..., p,.,,...,.. r....,..,�.�r,.�.. � print andlor elec�ronicaliy,and agrees that Lowe's may use such photographs for any lawful purpose, including, but not limited to, marketing, advertising, publi- — I ci��r, il��st�at�c�, tra��'��j a�d L�eb conieni_ 8y initiaiing here,Cusiomer agrees io ihe io�egoing. �Cusiomer to iniiiai to tne ieff]_ t` � iV�i iC� TG i,ilS i CSM�R - €'RiCE CAL.�ULATIONS: In order to properiy perform the instaElation of certain Goods, the Contract Price may include more � o �_ Goods than actually wifl be installed based on the measured square footage of the Project Area.As a result, the parties agree that the lump-sum Price stated in `;' - this Contract is calculated u�on both ihe value of the estirr,ated Goods ren�ired tQ f�lffill the Contr�rt (inr_.t�l�iing wastel, which may exceed the actua[ sa,uare � - 0 ' �QGC L V' _n �tnro '1 R D� ont 11.. Y� 7 n L...-/� !� n n: �^ i i � . 54 �j.. , ,.�. .,86,882., �� u��nL� • STORE COPY �° footage of the Project Area, and the labor which may be estimated based on the amaunt of Goods required to fulfill the contract (including waste). By signing this Contract below, Customer acknowledges receipt ot this notice and agrees and understands tha#the Price incfudes these costs which may not be refunded once the Installation Senrices are performed.. � NOTICE OF ARBITRATION AGREEMENT '� This Contract provides that all claims by Customer or Lowe's wil(be resol�ed by 3lND!I�C P,QSlTgATlC�;. ��st�„�z�a��u Lowe's Gi'vE ur i i-iE niG'ri i TO Gt� � T�CUu�i io enforce this Contract (EXCEPT for matters ihat�ay be taken to SMALL CLAiMS COUR�. Lowe's and Customer's rights will be determined by a NEUTRAL ARBITRATOR and NOT a judge or jury. Lowe's and Customer are entitled to a FAIR HEARING. But the arbitration procedures are SIMPLER AND MORE LIMlTED TNAN RULES APPLICABLE IN COURT. Arbitrator decisions are as enforceable as any court orcter and are subject to VERY LIMITED RE- Vf EW BY A COURT. FOR MORE DETAILS: Rev�ew the section titled AFtBITRATION AGREEMENT, WAIVER OF JURY TRIAL AND WAIVER OF ClASS AC- TION ADJUDICATION found in the Terms and Conditions of this Contract. - TOTAL CHAF�GES OF ALL MERCHANDISE AND SERVICES •�ereapplicabte � ' ^ SUB-TOTAL $1927.5 o `TAX $ 0.0 0 � DELIVERY $ 0.0 � . ORDER TOTAL $�927,� M BALANCE DUE �- -- � . - - — ------ --- - — -- - - - � ti � ' o Work is to commence upon reasonable availabli af Contractor which is antici ated to be � � ti � P fiil in daEeJ. `� Es#imated completion date is��n��`�T[fiU in datej- NOTICE TO CUSTOMER All iterrts f�sted in this contract and specification sheet(s)are to be instalted under conditions agreed upon at time of purchase and at the price appearing on#his contract fiorrn.This assumes sound existing substructures, su�erstructure and paints of attachments. Extra labor or rr�ateria( incident to installation necessitated by defective substructures, superstriacture, points of attachment, ar the moving of fixtures or appliances fo be billed at extra cost#o custom- er. DO NOT SIGN TH1S CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS OF THIS CONTRACT. BY SIGN[NG BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDEASTAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS COEVTRACT AT THE TIME OF SIGNATURE. I�'TO'i"fC�T'-O O NER ACCORDING TO FLORIDA'S COfVSTRIJCTlON LIER! LA1N (SECTtQNS 713.001- 713.37, FLORIDA � 8 S�.ai�d�T�� "��L'� SA/L.Sf'! !R/!lLr2J .�'!e�e aes'+e e� �.e..o.o—e..�.� I � „ ---- •,,�� ...�.�.. v�� r vurt rrsur�t[� Y c�li I�F�iUVID� 141iATER1ALS AND SERVICES AND ARE NOT n � PAID (N FULL HAVE A RIGHT TO ENFQRCE ��!� C!A�E►1! �[�q pqy�n�n��-�,��a�ry►�-�- v�� ..�.�i. i nij CL�i� 'tS ` KNOWN AS A CONSTRUCTlON LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACT�R F�41�S �O pAY �!l��l�- ! j ' i R�CT��SS Sfi�-S�1BCO��AC-rnRC� nQ ne�r�o�A` �L'��L��, ��i�� LE 'vvi-iG wt�t �"vV�b N�6NEY MAY � . LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PA[D YOUR CONTRACTOR IN FULL.. IF I � � �= Stprg i$�4 pr��o�t r��_�385'882C f��cOr=��H�� Page 3 of 7 � ' I o � � � Door betail Specifications Holle Dev Co #54584 ti a � � � -' � Dat2: Left Hand Ri ht Hand .� :a � Store#: - Customer: � � „ „ Patla Swing:A�Acttve,1=Inactive Customer Phone: • �o � Sliders:X=Adtve,O=Inactive i: � — Left outswing Customer must be home for instaflation =� � �a �Left inswing Customer to apply finish(paint/stain) 26 ��• I Si n /� EXtellOf-Note frnish oF home: � oDoor units to measure-one door per row-all measurements must be in inches. Q� - � M Prehuag locatton Rough Opening Unit Size � M " � - Stortn Entcy Sidelight Transom—Patio-Swing-Patlo-Stlder—(nte�ior---or-Slab----Comment Width--Hel ht-- --W(dth---Het ht jambDepth - � , Z 1 - � prehung insde office da 30 80 4 9/16 r� 2 1 7.prehung left outswing 32 80 4 9/16 � •3 � 4 Q 0 5 � �- 6 7 - Comments-Customer wantes Exterior doors used an both doors. One door will be going out to an enclosed patio area nad the oth J� Page 4 of 4 � � ! —� Ln � �C'i � � � � � �1 '�t� No � .. �� 'i 'r j� r--� � �n. �;F .(1 ' � Page 1 of 5 - ; a Hot � Submit Stats ! ; FBC : BCIS �BC:[S �Iome •L,o�,g In �User Registration j E � & - Publications � Site Lin Topics Surchar�e Facts Staff� M� ,., . I '�`� ��B Pr•oduct Approval �`i�3-�:�`-'� USER; Public User �._,. � �_��•� Product Ap,�roval Menu> Product or Application Searc'�h> Application List> A.pplication Detail I FL # FL4904-R6 • 1 '�' Q �' (.�,��'�Y� ��y s Application T'ype Editorial Change Code Version 2010 i Application Status Appro,ved *Approved by DBPR. Approv�ils by DBPR shall be re ratified by the POC and/or the Commission if necessa � Comrnents I Archived i ; j I 4 Product ManlrFacturer Masonite International Address/Phon.e/Email 1955 Powis Road West Chicago, IL 60185 (615)�441-4258 sschreiber@masonite��i� `4'��A��t,�,�� L��LIC�L�� '�q, Authorized Signature Steve;ScYueiber �� AL,�£ �Ii,�� '��'� sschreiber@masonite,com��A-L cp��G� , � Technical Representative � Address/Phone/Email , ��/�� j ��,�� _ ��_ Quality Assurance Representative ��/� �d�/�L� _ Address/Phone/Email � � � Category Exterior poors Sizbcategoiy Swinging Exterior poor Assemblies I � Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Man�gement Institute, http://www,floridabuilding,org/pr/pr app dtl,aspx?param=wGEVXQwtDqteluIw�3Nbb1Sc.., 3/18/2015 Page 2 of 5 • i i � R.eferenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 i I Equivalence of Product Standards ; Certified ]3y ' , � I i Product Approval Method Method 1 Option A , Date Submittf;d 12/08%2014 Date Validated 12/09/2014 Date Pending FBC Approval � Date Approved 12/l0i 2014 Summary of Products i ]FL #� Model, Number or Name ' Description 4904•,1 Wood-edge Steel Side-Hinged 6'-8" Opaque I/S and O/S Single Door Door Units lLimits of Use ' Certification Agenc;y Certificate Approv�d for use in HVHZ: Yes � FL4904 R6 C CAC; NI006110.Ol.pdf Approv�d for use outside HVHZ: Yes � Quality Assurance (:ontract Expiration D Impact I2esistant; Yes 12/31/2020 Design Pre�sure; +'76.0/-76.0 I Installation Instruct:ions Other; Evaluated for use in locations adhering to the FL4904 R6 II FL0128.pdf Florida Builcling Code including the High Velocity Verified By: National Accreditation & Man I�urricane Zone, and where pressure requirements as� Institute determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the ; Evaluation Reports r�esign pressures listed. 3'-0" x 6'-8" max nominal size. FL4904 R6 AE 504A_pdf When large rnissile impact resistance is required, Created by Independent Third Party: Yes hui�ricane protective system is NOT required, See ; DWG-MA-FL0128-OS for details. - 4904�,2 8'-0" Opaque I/S and 0/S Single Door httn://www,floridabuildin�.or�/pr/pr app dtl.aspx?param=wGEVXQwtDqteluIw]�Nbb1Sc... 3/18/2015 Page 3 of 5 . Wood-edge Steel Side-Hinged , I __ Door Units � :Limits off Use � Certif"ication Agenc;y Certificate Approved for use in HVHZ: Yes ; FL4904 R6 C CA(� NI006110.02�pdf Approved for use outside HVHZ: Yes � Quality Assurance (�ontract Expiration D Impact Resastant: Yes � 12/31/2020 Design Pre�sure: +70.0/-70.0 I Installation Instruci:ions Other; Eval.uated for use in locations adhering to the ; FL4904 R6 II FL0129.pdf ]?lorida Building Code including the High Velocity j Verified By: National Accreditation & Man ]�urricane Zone, and where pressure requirements as ; Institute determined �,y ASCE 7, Minimum Design Loads for ! Created by Independ.ent Third Party; ]3uildings and Other Structures, does not exceed the ; Evaluation Reports c�esign pressures listed, 3'-0" x 8'-0" max nominal size: FL4904 R6 AE 503A.pdf When large missile impact resistance is required, ; Created by Independent Third Party: Yes hurri.cane protective system is NOT required, See , DWG-MA-FL0129-OS for details, ' ��904�,3 Wood-edge Steel Side-Hinged i 6'-8" Opaque I/S and O/S Door w/ or w/o Si Door Units I l�imits o�Use Certif'ication Agenc;y Certificate Approved for use in HVHZ: Yes FL4904 R6 C CAC� NI006110,01 pdf Approved for use outside HVHZ; Yes Quality Assurance (�ontract Expiration D Impact �2esistant: Yes ; 12/31/2020 Design Pre�sure: +55,0/-55.0 ' Installation Instruct:ions Other; Evaluated for use in locations adhering to the! FL4904 R6 II FL0128.pdf F�lorida Building Code including the High Velocity , Verified By; Nation�il Accreditation & Man Hurricane Zc�ne, and where pt�essure requirements as ' Institute determined by ASCE 7, Minimum Design Loads for � Created by Independ.ent Third Party; F3uildings and Other Structures, does not exceed the Evaluation Reports clesign pressures listed. 12'-0" x 6'_8" max nominal size, FL4904 R6 AE 502A_�df When large missile impact resistance is required, Created by Independ.ent Third Party; Yes hurricane prc�tective system is NOT required on opaque panels, but is required on glazed panels, See DWG- ; MA-FL0128-05, � 4�904�,4 Wood-edge Steel Side-Hinged; 8'-0" Opaque I/S Door w/ or w/o Sidelites Door Units I,imits of Use Certification Agenc;y Certificate Approved for use in HVHZ: Yes FL4904 R6 C CA(: NI006110.02.pdf Approved for use outside HVHZ; Yes Quality Assurance (�ontract Expiration D :[mpact Resistant; Yes 12/31/2020 �esign Pre�sure; +45.0/-50.0 Installation Instruci:ions �Othei•; Evaluated for use in locations adhering to the FL4904 R6 II FL0129.�df Florida Building Code including the High Velocity � Verified By, Nation��l Accreditation & Man ��urricane Zc�ne, and where pressure requirements as Institute determined �,y ASCE 7, Minimum Design Loads for Created by Independ.ent Third Party: � Fsuildings and Other Structures, does not exceed the Evaluation Reports http://www,floridabuilding,org/pr/pr app dtl,aspx?param=wGEVXQwtDqteluIw:HNbb1Sc,,, 3/18/201 S � Page 4 of 5 , desi�;n pressures listed. 12'-0" x 8'-0" max nominal size. FL4904 R6 AE SOlA.pdf When large missile impact resistance is required, ; Created by Indepenclent Third Pa��ty; Yes hurricane protective system is NOT required on opaque X�anels, but is required on glazed panels. See DWG- i MA•�FL0129-05, � — — � � �904,5 � Wood-edge Steel Side-Hinged ! 8'-0" Opaque O/S w/ or w/o Sidelites Door Units � , , I�imits off Use � Certif'ication Agenc;y Certi�cate Approved for use in HVHZ: Yes � FL4904 R6 C CAC NI006110,02,pdf Approved for use outside HVHZ; Yes � Quality Assurance (�ontract Expiration D Im�►act Resistant: Yes � 12/31/2020 Design Pre�sure: +50,0/-45,0 i Installation Instruci:ions Other: Evaluated for use in locations adhering to the� FL4904 R6 II FL0129.pdf F�lorida Building Code including the High Velocity i Verified By: Nation�il Accreditation& Man �-Iurricane Zone, and where pressure requirements as ; Institute determined by ASCE 7, Minimum Design Loads for ; Created by Independ.ent Third Party; F3uildings and Other Structures, does not exceed the I Evaluation Reports design pressures listed, 12'-0" x 8'-0" max nominal size, FL4904 R6 AE SOlA.pdf When large rnissile impact resistance is required, � Created by Independ.ent Third Party; Yes hun�icane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG- MA-FL0129-05. j �904�.6 Wood-edge Steel Side-Hingedi 6'-8" Glazed I/S and O/S Door w/or w/o Sic Door Units ' I�imits of Use � Certi�cation Agenc;y Certificate Approved for use in HVHZ: Yes , FL4904 R6 C CAC; NI006110,03,pdf � Approved for use outside HVHZc Yes Qualiiy Assurance (�ontract Expiration D Impact ll2esistant; No � 12/31/2020 Design Pre�sure: +50,5/-50.5 Installation Instrucl:ions Other: Evaluated for use in locations adhering to the FL4904 R6 II FL0130.pdf Florida Building Code including the High Velocity ' Verified By: Nation�il Accreditation& Man ��urricane Zone, and where pressure requirements as ! Institute cieteimined by ASCE 7, Minimum Design Loads for � Created by Independ.ent Third Party: �3uildings and Other Structures, does not exceed the Evaluation Reports design presslzres listed. 12'-0" x 6'-8" max nominal size. FL4904 R6 AE 50.2A.pdf When large rnissile impact resistance is requir�ed, Created by Independ.ent Third Party: Yes hui�ricane protective system is required. See DWG-M�A- I�L0130-OS for details. ' ��904�.7 Wood-edge Steel Side-Hinged 8'-0" Glazed I/S Dooz w/ or w/o Sidelites Door Units ]�imxts of Use ; Certification Agenc;y Certificate Approved f�or use in HVHZ: Yes FL4904 R6 C CAC NI006110,04,pdf Ap�roved f�or use outside HVHZ: Yes Quality Assurance <:ontract Expiration D Impact Resistant: No 12/31/2020 ht.tn�//www.floridabuildin�.or�/br/nr abt� dtl.aspx?param=wGEVXOwtDateluIwl�NbblSc... 3/18/2015 � , Page 5 of 5 . Design Pres�sure: +40,0/-45.0 , Installation Instruct:ions Other: Evaluated for use in locations adhering to the ! FL4904 R6 II FL0131 pdf Florida Builcling Code including the High Velocity � Verified By: Nation�il Accreditation &Man Hurricane Zc�ne, and where pressure requirements as Institute determined by ASCE 7, Minimum Design Loads for Created by Independ.ent Third Party: � Buildings anr� Other Structures, does not exceed the Evaluation Reports desi�n pressures listed, 12'-0" x 8'-0" max nominal size. FL4904 R6 AE SOlA,pdf When large rnissile impact resistance is required, � Created by Independ.ent Third Party: Yes hurricane protective system is required, See DWG-M i- FL0131-OS for details. � i 4904•.8 ! Wood-edge Steel Side-Hinged i 8'-0" Glazed O/S Door w/ or w/o Sidelites Door Units Limxts of Use � Certi�cation Agenc;y Certificate Ap�roved f�r use in HVHZ; Yes � FL4904 R6 C CAC; NI006110,04,pdf Approved for use outside HVHZ; Yes � Quality Assurance (:ontract Expiration D Impact k2es:istant: No I 12/31/2020 Design Pressure: +45.0/-40.0 i Installation Instrucf:ions Other: Evaluated for use in locations adhering to the, FL4904 R6 II FL0131,pdf Florida Building Code including the High Velocity Verified By: Nation�il Accreditation & Man Hurricane Zane, and where pressure requirements as i Institute detet�rnined by ASCE 7, Minimum Design Loads for '; Created by Independ.ent Third Pai�ty: Builc�ings anr� Other Structures, does not exceed the � Evaluation Reports desi�n pressures listed, 12'-0" x 8'-0" max nominal size. FL4904 R6 AE SOIA.pdf , When large rnissile impact resistance is required, j Created by Independent Third Party: Yes hurricane protective system is required, See DWG-M'A- FL0131-OS for details. i • � � ; i � i . , i � ` i I htin�//www�flnridahuildin�.or�/nr/br abp dtl,aspx?param=wGEVXQwtDqteluIw:HNbb1Sc... 3/18/2015 u-+ --- ras'r.aut avE2acc�znr�E wrDnt � °� � �:�c�y��r-�"e' ; o 27" MaX 36.375" MaX. _., � SfDE-N1NGEd WOQD-EDGE STEEL OODR UNI7 ,37.�" hr,qx. ,� Cj D.L.Q. PANE� Wtp7N---( �qtqF VitD�fN '_'�--' fY'J 6'-8"GtAZED DOUSLF DpOR WtTh!l WITt-fOUT SlQELITES W/AST.RAGAL � � O 's � �� cE�r��ac rrorES fI !t i u' �� 1 EVALUATED FOR USE IN LOG+1lqN5 ADHERING TO � I I j j �_______=_� �===y==� �� _ TN£FLORIDA BUILDING COOE ANC! WHERE PRESSUr2E I I � I qcr��ocY�.qT?5 v ��.�.'�0.�..�9`.'��Cc � .e�u��.. � ( ! � 3 ' Q � �� DES(GN i0A6S fOR 8UI[AtNGS.NJD OTHER STRUCIIRES. � � (� N 4 �� OOES N0T EXCEEO THE DESIGN PRESSURES LISTEp. a' ^(!) 2. HURRICANE PRO'rCTNE SlSSEM (SHUT7ERS) 15 REQNRED_ � X � ~ � W 3. tN THE Hv1iZ. FnCTOftY PRlMEO 004RS MUST 8c' °AtP1FFp IN u �O v � � ACC4RDANCE WITH SECTION 2220 OF THE FEC. � = � � 2 a_ POLYURETI-1nNE CORE fl,AME SPREnD ir�OE% OF 50 W fO `"' aN0 S�tOxE OEvE�OaED It�OfX OF 80 PER oS7nt E84. � 0. S. PLA5i1C5 TES7ING OF l.I7E FRAME MATERIAL: � ' 0 TESt DESGRIPTION OESIGNAiION RESULT � ^ q a o �y SEC.f i.^�P7lIi0N�cMP AS7M 01929 740 "f > 654"F q�� RATE QF$URNMG AS7U p635 Q.77 INfMIN �, ��"''z om�^a� SMOKE DENS�iY ASTId D2343 13.47 r�v>�W w� TENSILE SLRENGTH' PSTM D638 7.507 DIFF �y W�n"'„z, V " COhiPARATiVE TfNSILE STREP2GTN AFTER WEATNERING �a c a s s' - '�- - -------4500-HOURS-XENON aRC-MERi0�-1�.__ __ '_ _____' " °o a�� W . ."-_ .� _�_ U ae _" -_" . __ _ " - _'_"_"_'".�_ _"__._' ]W a _- __ .... ____ "'___ _� _ _" ___ _"____�_._._ O O � ' _' t !?OU81£ t?OOR UNi7 2N/StD�L7T�S a a �� v�sn vi v�cn ` AdderckunlnNAl�9 �?3's�m N Vl(n V7 V) � C�i3+:almtt h3o.�,a ' a a- �1 = i{evie�8}: �1 z r-- Oate RRie�r�--�_��•,G� � Z � C/7�J�" �'t'tt1�3 J I �QQ�Z ��.. � �O C U w � � �=�U1} Z S � J py�Q O QK.1�C7W VI F-(/7 O Z O j � Q�Q=Q � e e e e e � o e ^�� ( o ,� �� N�d O).-^��h SINCLE DOOR UNiT DOUBLE DOOR UNCT SlNCIE DOpR L'Ni7 SiNCL p00R UN17 SINGI.E DOOR UNIT w/SIOELIiES DOUBLE OOOR Unt�T W/SIDELI7E�S SiNGt,�000R UNI7 W1TH SiDcttT£ WffN St!?Ft.t7F_ W1TN VFNTU7f w O U m S� f WHERE WATeR INFlITRnTION PERFqRMANCE IS oarE: J�t i/GS � TA9L OF CONTEN?s DES�Gn PRESSURE l2ATING REOUtRED TO BE �57 OF DESiGN PRcSSURE �Z .., ,__ CONFtG MAX WipTN !AlSWtNG QUTSWING INSYIING flU75Wit1C I - � 5� N.T.S. SNEET o 0£SGR(PTt4N X 37.5 +SO.S -50.5 +50.5 -56.5 T79.0 -i9.Q +54.5 -50.5 awc.ar: SWS 1 TYPICnI ELEVATIONS & GENERqI, NOTES XX 74" +50.5 -5a.5 =5C,5 -SO.S +79.0 -19.0 t50.5 -50.5 2 ANCHORING LOCATIONS & OETAI45 OX or XO 75 +50.5 -SO.S +SC.5 -50.5 +79.0 -19.0 +50.5 -50.5 CHK.@Y; 3 nNCHORING l.00ATtONS & DEI'AI(.5 CXQ 712.5 -t50.5 -54.5 +SQ.S -50.5 +t9.0 -79.0 +50.5 -50.5 KURT 8AL'rHAZOR pru,wiNG Np.. OXXO ia9' +50.5 -50.5 +50.5 -50.5 +19.0 -79.0 +54.5 -50.5 FL6Rt0A P.£. pw�_Aty_Ftet3:s-05� LX_VENT L_37.5" +55.Q -55.0 +55,0 -55.0 N A N A ;j5o533 I • $NEE1' 1 O� ^�� a � o � 6" — SEE DEfaIL 6" U U 3" E � 3 :' Q C� I 3..� � _ — 3_ 3_ �-34 , i � �= ; 1- I 1 � I 1 1 f 6_ 6-—I _ 6_ 6_� I 1 I J ' _I • I —�— '_ �— � - W O� � � � � �— a e- . I � > ^M 3 I fD 10 " N '_ _ �1: 'I W `�� I � I °w U a �n Z L�U � � _ — ¢ I a SEE DEfAIL I � — — � �F- } � � � � � . � W J J � � � , SEE OEfaL � a � 'C" — �L _ W � j _ _ SEE DE7ctL l� g w "C" n B o o N � ` A — A B � v G V H n H a°8 0 I 6 - - o °��W ¢N 6 3 I a°o` � °� iD t0 Q e��. CJ W 5" I � I 11 ( � I � 64�� I _ �W°N � Om�j N o'21 � � � e a v ------ 3�-- -� I � � �I-'x" s o a 3-�--- --- -----— - I I - ---- - ---- ----- — -- 3� 3° ------------ -- o: . ----- -----— 3 — 3" — 3� 6'----- - -- --'�6' --- ----- �I a - -- 6 — �6" � a a SEE DETtIL NN��} •.�. pdd2tdirn lu t�ANJ v3i v3i vi��'n m � C2�Ticaimth: uroo• �ra-�` o � Reviewed By: � z Cdte R¢v2 :/r.�;_ ¢ w . U � � l�W W3 a'Q Q W Q.' ASTRAGAL REfAINER $OLT HGLE c�a oi� z #1� x 2° MUST BE DRILLED THROUGH ��o ° �8 x 2-9/2° #8 x 2-7/2"' o QUw� > THE THRESHOLD & INTO THE i-��z w #70 x 5/8" STRUCTURE DEEP ENOUGH o�°a= � }f8 x 2-l/2"' �ip x i" FOR A 1_375° THROW � �70 x 5�8" ^000° ow � � #10 x 3/4" DETAIL "F'" ASTRAGAL T N�N Q O #l0 x 2'" Dt7'AIL '•E,• ASTRAGAL ic (,/e-ro�a.c�ass) O1�`V^ FRAME / DOOR ATTACH ASTr?AGAL RETAfNEr� BOLT DOW 995 W/OPTIONHL DECORAiNE INSQST ^ ALUN, SiEr1 OR BUiYL SPALER DET.41L "D" D�fAIL "C" STRIKE PLA?E TO FRAME i/Z"e�r w n c�mia AS SHOU/N. f_gs x i-i/z-rr+s ' I z TYPICAL ..�r'. on�: 7/71/�JS � 0.5'02"� ,�•. 7.375i �� -yz.y�: scnLE N.7.5. owc.er: SWS OOW 995� ~• �� . � �.s� �+K.�,: F�RI(IR � �� IM I ORnIhNG N0. INSM�';NG THRESHOLD OUTS�NING THRFSHOLO TYPIC�L GLqZING Oc7k1L OWC-MA-F�0130-0� SHEEf 7 0: 3 �_ SEE DET.vL 6" —6 � p�p i "E� SHT 2� —3 3' 3" � � � 3"— 6"— � � 3 —I � ��^ —' CO Q � � —�--6 6 —I I_ � I I 1 I �-' f I I I I I � p �J 6` } 0 6"—j Q � 1� _ � �° I o _ _ �° a �� _ ^ _ I o - � � � _^ • z �U � W p I W CJ I � _ a SE� DETAiL � _ — � ~ ��_ Z «)v I— N "0" SHT. 2 N � J � O �N i ? � ¢ � � SEE DEfwL a W o � - `c- sHr z — — W -i f — — W _ � � W e o � A M A � � G H B � .r C o � � — 5"— — — — ?�F z �6 _ / _ o 0 t0 tD � Q W j V fn —r 6' � ! 4 �WOm°� � � ; � � i � i� i � � g�WW >� , o�� 3� i 3_�f o. 6- I 3'� . �88�a °z —3- � 3- � 3" 1 �I�� o � SEE �E7n4 6- —6- o ;o � � — —--- -- -- — — ---- ------- ---- ---- --'F'-SHT:-2 �6' --- ----- ----- ------ - - - a - a -- ATTACHMtNT DETAIL s 3�m , :n cn u� 7 ANCHOR ANALYSI� FOR �OADIr:G CONDITIONS PREPARED, Z =; , i � SiGNED AND SEALED BY LUIS R. LOMAS, PE � �� ' {FLCRIDA �62514) WITH TH[ LOWE�T (LEAST) a WI FASTENER RATING FROM THE DIFFERENT FASTENERS �wwJ' BEING CONSIOERED �OR USE. JA,Ui6, HEAD, AND �¢a� THRESHOLD FASTENERS ANALYZED FOR 'THIS UNIT 1NCLUDE �°vai� z #i 0 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL � ->>o� ° HARDWARE SCHEDULE <�w``' `� SHIM MUST BE PLACED IN SHIM SPACE AT EP:CH AnCHOR �v,o�= > LOCATION_ TAPCON EOGE DISTANCF MIN 2-1/2" 1. KWIKSET SERIES 400 GRAOE 3 CYLInORICAL LATCH AND o�°a= � 2. MULLIONS TO BE 2-1/2" X 4-3/$" STRUCTURAL GRADE SERIES 980 GRADE 7 DEADLOCK HARD'NARE TO BE INSTALLED � FJ PINc. ON CONTINUOUS HEAD AND SILL UNITS. BACK TO AT 5-1/2" CEN i ERUNE. ^�°o°w BACK JAMB UNITS JOINED WiTH 1" X 1/2" LONG 2. 4" X 4" �ULL MORTISE BUTT HINGES m N'r'�o CORRUGATED FASTENERS �OCATED 3" FROM �.ACH END �,^N� AND MAXIMUM 7' 0 C. OR #1'J X 2" FLAT HEAD WOOD SCREWS LOCATED 6�� FROM E4CH ENp AND MAXIMUM ,'°' �-- i z" o.c. �.so-�� ,.zs 1 D . . . . W o�m Z 3. THE WOOD SCREVJ SINGLE SHEAR JESIGN VALUES COME FROM MIN _Q�•• MIN _M�- .",NS�/AF&PA N DA F O R S O U T H E RN PIN E LUMBER AND ACHEIVEMENI � s�i�M SH�t� o�re 7/71/05 OF 1-1/2" A4!N:MUM EP�iBEDMENT. THE TAPCON MUST ACHIEVE I I � 1 ��10«� CL— CL—� �— �� N.T.S. I MINIMUM EMBEDMENT OF 1-1 4" — �:.� �� _ �S � Cerii5Cxlion fdo_ , o.. r a-2=I k_wix-<d 9v 4. 4VOOD BUCKS BY OTHERS MUST BE ANCHOREC PP,OPERLY Tv - _ DdIQAM2IY�,f;z� �K•�� ' TRANSFER LOADS TO Sl'RUCTURE. . • � ORnWING N0. �5. MINIMUM DESIGN VALUE �TRENGTH OF ANCHORS 177 LBS T'P�CAL WOOD BUCK TYPICAL MASONRY O�YG-uA-FL07S0-OS — ANCHOR IfvSTAi WiiOid Ai�CHOR fNSTALLA7IGN s�� 3 0� 3 � � 74�'AtAX.0'lERAtL FP.rwE tYtD7N � "�O ❑- �r,..��-�° ; o S1DE-HINGED WtJOD-EDGE STEEL DOCJR UN1T 2�~ M'� 36.375" t�tax. _, � -d.�.0. PANEL Wlt�7H 37.5" MAX. Q Q 6'-8"DOUBLE DCJQR WITH!WITHOUT StDEL1T�S yy j,�r��,� � �F1zah!� wrprx Q t'��, ~ � - � � � � � a0 �.��_N�__T�,F I W �C? t EVI+LUAIEO FOR iJSE IN �QCATl6N5 ADttERiNG TO � �� iHE FI.ORiDA BUILDINC COOE lw0 WHERE PRESSURE REOUtREMENTS A5 DEfERMINED BY ASGE 7. MfMIMUM U DESICN LOADS FOR BUILOING$ANO OTHER STRUCIURES, ^ , � FW-^ � uflES N0T £XCEEQ FHE D£SIGN PR£SSUR£S US7E0. � :� ( � � E N z � 2. HURRICANE PROTECTNE SYS'TEM (SHUT7f1t5) IS N07 REOUIREC ON w i • �.°.' � "� OPnGUE P.ataElS, BUi iS REOUIREO ON GLA2E0 S�CELIiES. _ ..�� I `'� W � �� x-' `'�-` � 3. tN�tE HUrlZ. FACTOftY P(2IMED D�RS MUS7 BE PA�NFEO tN +++ -� ACCDROANCE IYfM SECTtON 2220 OF 7N£FBC. z d ' � ' z 4 nta0 SMOK OEYELOPE� iNOEXPOF�60 PER�aSTM EBa, � � II � I , 4 Jf }� � 5. PVSTICS TESfING OF ItTE �RaME MA'1ERWL.' � 7"cST dESCRIPTION OESIGNATION Rf5UL7 I � o�o =�n SEIF IGNII'ION TEMP ASTM 01929 740'F > 650'F y a-' °� a�}:¢z RATE OE BURNiNCa AS7M Ofi35 0.77 1NfMtN ��.n m 4�'�r� SMOKE DENSIN /iSTM D2843 13.4� o"�� TENSII.� STRENGTN• ASTM D638 7.50% DIFF o��+�^c`Y,�� ' COMPARA7NE TENSILE 57RcNGiH AfTER WEATHERING F�o a°¢�� ----a540 NOURS XENON aRC Mc�H00 t �i� �o --..._ _ _.......-- --...._------------- -'-'----- --"'- ---'- - - - -°I, 4 ' __..._ ' "' _" _" _ ___ "'__ _ _.._ ""_ _' _" - '__ '_ ' _......_ o ol � ` DOUB(.E DCOR UNI7 W/SIOEU7ES a j a �n cn:n rn Add�6mt�t�Si �3 3 3� f19 V�(nN �Qf�TM2IlOf1 M1O.: 7.:I O(?G!7 C-�.'�'�`� _ ' PiE�CitEd B'f. �' 'O {r-.^ OaleRevs�.�m2�---s LI,a ti z ¢ u: (J �J W LdC w tJ"li$j � ... .... JO�V tn � � � � � � � � � � � � � � � � o ! l �...... �7�N o II � N �� u �I � � � � 4U�� y �� o o" " !�U � 1l�le S � O�Q Z � l� � I � � � W� ` � � � � � � � i � 6 °f"�NC! I � � � � Q1 r N•- S�NG� OOOR UN1T n0U9Lc QOOR UNIT SINGi.E DOOR UNR SiNGLE OOOR Un47 SINCLE DOOR UN77 W/SIQEUTFS DOUB�J E DOOR UNfT W/51DEL�S Wf7H SIDEi.RE W1T4_SIDFLI7c w O U m� WNERE NA7ER INFtLTRATtON PERFQRt,�ANCE !S OESiGN PRESSJRE R.4+IUG REQUIRED 70 6E 759. OF DESIGN PRESSURE a+�: 7/17/05 TABL.E OF CONT£MS CONFi� � MAX WIDTH INSWING OUTSWING INSWING QUTSWINC � � �'�! r X 37.5- +76.0 -76.Q y76A -76.0 +19.0 -�9A �t-S5.0 -55.0 �� y 5�� N"'"5' �SHEEf /( DESCRIP7lON t------- t TYRtCAt Et_EVATlQNS & GENe�at_ NOT£S XX J4 +55.Q -55.G =55.0 -55.4 +79.0 -S9:a +55.0 -55.0 ��_�'__ SWS � 2 �nNCH4RING LOv1Ti0NS & u�iAiu OX o� XO 75 +�SS.0 -SS.G tS5.0 -55.^ a-t9A -!9.0 +55..^, -SS.0 paK,gy; OXO 112.5' +55.0 --55.0 +55.0 -55.0 +79.0 -19.0 +55.0 -55.0 3 ANCHOR!NC �OCATION$ & OEfAII,S .- - KURT BA�THAZOR ortn�nn¢r+o. ��OXXO lA9 +55.0 � -55.0 � +SS.O -55.0 � +14.0 -19.0 +55.0 -55.0 FtOR70A P.c. 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'�J °:�t i � 021CR?� 3�r, DOW 995� 1'�s". f.� ::y�M.._ d1i(.BY: ppAN1NC NJ. E%iFHOR � OwG-MA-iLC728-OS I�lSWIN� THREJHOLD C)l1TSLVING THRESHOLD T!'P!C°� CLAZlP:G DcTAIL si+EEr 2 oc 3 . •. i sEE oErAi� e' �� ..E• S+iT 2� 3 3" � � 3» O O � � 3' S"-� � J— 3 � �3� ,�C p"p I I � Y� � �_ ' � � � � ( } �_ `� � � � � � ��l fi' b � `� ° � � ^.0 (/7 f _s � � a �:n � o w �C..7 ' �� q � o � �C¢.) 0 U � � �T � _ _ a SEE OEfntL I _ a tn U `�-D' SH7 ?. � 'n Q ��,,,, t/7 _ � a � W SEE DETAIL A�-� W _ W _� � 'C• SHT 2 � � g ` aC i() I � a �„� A � `� C }{ B � +r G ,r Q I �v � _ ao� 4 6- I � q°w z' � 'so I �o ac w� ��6„ � � y � _ � � a�o�aU a._w,g m --'.�'.�i jT ' t 1 I 1 1 I i d 1 `�'w w w .`�-�Q I 3" � � 3 � a x � 3^ � 3"6 6 � 3" cFi.."°,;,S o z,x� — ---- SEE_OETRiL_ � ^t ` � o'" � 6" ° - '- _.- - - - --- - ---._.....�---' -� e - - -- --- -.__......_— "F" SHT 2 - -- - - -- — ----------- � 6_ _ -' -- - --'---- -� _ ...._ . . _ ..._-- --------- a a¢ . . 3 �n�n:n ! ATTF,CHtvi£NT DETAIL I u�+.s v�i m F 1" ANCHOR ANALYSIS FOR LQADING GONDIiIONS PREPAREO, � � � , �` SIGtd�D ANf7 SEALED BY �UIS R. ZQMAS, PE � z {FLGRlDA �625i4} W?iH THE ��WEST {CEASTti � � FASTENER RATING FROM THE DIFFERENT FASTENERS �a��3 BElNG CONSlDEREO FOR USE. JAMB, HEAG, AND �zo�� cn Tt-SR£SH4C0 FAS7ENERS ANA�YZ£0 FOR THlS UNlT INCl.UDE �'�"'vvi c #10 W000 SCREWS OR 3/7 6" TAPCONS. A PHYSICAL HARDWARE SCHEDU�E Q v°w �' SHIM MUST 8E PLACED IN SHIM SPACE AT EACH ANCHOR �N°o z w LOCAT!{7N. TAPC{}N EDGE DtSTANCE MtN 2-i j2" 1_ K1NiKSEf SERIES 400 GRAQE 3 CYLINpRICA� �ATG}-1 RAID a�a= � SER�ES 980 GRADE 1 pEADLOGK HAROWARE 70 BE iNSTALI.EC 2. MUL�IONS 70 8E 2-1/2" X 4-3/3'" STRUCTURAL GRAOE AT a-1%2" CENTERLINE. =°o� FJ PINE ON CONTINUOUS HEAD AND 5!�� UNITS. BACK TO ^ °W BACK JA�AS UN#TS J�INED YJ1TH 1" X 1 J2° LONG 2 4„ X 4° FU�� MflRTISE BUTT H3NGES °f ``' o CORRUGATEO FAS;ENERS L.00ATED 3° FROM EACH END ��" AND MAXIMUM 7" O.C_ OR #10 X 2" FU�T HEAO WOOQ , . ._ SCREWS zQCATEQ 6" FROM EACH ENQ AND MAXtMUM >.-�- , 12" O.C. r.so' �.z5" . " woumz 3. THE WOOD SCREIN SINGLE 5HEAR DESIGN VALUES COME �ROM M�" I 0.25" MIN I ° 0.25' ANSlJAF&FA IVOA fOR SOUTHERN PtiVE LtJt++tBER AND ACHE(VEM�Ni �5� �SHM aa�r& 7/7tjOS OF 1-1/2'� R4tNIMUM EMBEDI�ENT. THE 7APCON MUST ACHIEV� �`_� I L_.�. ��,� ;_ °iti'�"�^'°��"^�" �: N.r.s. � MINIMUM EMBEDMENT QF 1-1�4". � �'�'� ;'v-°' Cettdica!'sFthb: o ra Y E �_,,,_, _� owc.ar: S4NS L� � QE`n2"�`i 4 WC}fl� 8UCfC5 3Y OTFi�'F2c A9J5T SE Atti�!?OREO O°.^.°�R�Y 3£': DaleRewe�werl^�'=_____!r�' � atK.ar. ITR,SNSFER LOl�DS TG :T�UCTURE. '�L=�'= ow.win�cHO. 5 MlNIMUM DES�GN VALU� S7RENGTH OF ANCHOP,S 171 �BS. �'�'P�CA� N/OOD BUCK TYPICAL MASONRY DVJC-MA-F1.072A-CS t s�Er 3 av 3 ANCHOF2 1iV5iAi.lt�3i0�1 t�}�iCHOR 1NS�ALi�7lON L� a .