Loading...
HomeMy WebLinkAbout19-21132 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21132 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21132 Address: 6600 WAGON TRAIL ST Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: SILVERADO Est. Value: Parcel Number: 05-26-21-0080=00600-0090 Improv. Cost: 5,936.00 OWNER INFORMATION Date Issued: 4/22/2019 Name: CASTRO, TABATHA Total Fees: 135.00 Address: 6600 WAGON TRAIL ST Amount Paid: 135.00 ZEPHYRHILLS, FL 33541-2558 Date Paid: 4/22/2019 Phone: 347-616-4397 Work Desc: CONSTRUCT SCREEN ENCLOSURE 558 SID FT CONTRACTORS APPLICATION FEES POMBOS CONTRACTING SERVICES INC BUILDING FEE 135.00 Ins ections Re uired FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC Misc.- 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first rinspection,whichever is greater,for each such subsequent renspection. NOTICE: In addition to the requirements of this permit, there maybe 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 BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRAtIOK SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER rcan�n�� City of Zephyrhills _` BUILDING PLAN REVIEW COMMENTS ,7 Contractor/Homeowner: O tiG /k�f Date Received: Site: �6 d © Ct/^o ,9!" (.Ytir' ) ST nr Permit Type: Approved w/no comments. Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall e kept with the permit and/or plans. JUL 12 2019 Kalvin 17 Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) t��py ON;t 813-780-0020 phyrhills Permit Application Fax-813-780-0021 Building Department X Date Received t Phone Contact for Permitting F 19 I ownerSIName Owner Phone Number -Th Owners Address Owner Phone Number Fee Simple Titleholder Name I ry f n Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS �—TrQA SUe 4(hals&'bq1 LOT# SUBDIVISION [Si—welrmo PARCEL ID#1 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN 0 DEMOLISH R INSTALL 8 REPAIR PROPOSED USE = SFR = COMM OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME STEEL DESCRIPTION OF WORK G Rem &1111)tA BUILDING SIZE SQ FOOTAGE® HEIGHT I "I I . . . . . . . . . . . . . . . . . . (]BUILDING VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY = W.R.E.C. =PLUMBING IS =MECHANICAL IS VALUATION OF.MECHANICAL INSTALLATION =GAS 0 ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BUILDER rZ COMPANY SIGNATURE I REGISTERED Y/ N FEE CURREN Y liq Address r-)L, vs iwe AwB&A Ucense# I 0'VIV N":Motav L ELECTRICIAN COMPANY REGISTERED YIN FEE CURREK= SIGNATURE I _XLN J Address F_ Ucense#F— 7 PLUMBER COMPANY = I SIGNATURE REGISTERED YIN I FEE CURRa Address License MECHANICAL COMPANY SIGNATURE F REGISTERED I Y/ N FEE CURREN LYL/N Address I License#F_ OTHER COMPANY = SIGNATURE REGISTERED YIN FEE CURPEr, Lj I N Address _1 License#F77 III 111 111111 11 1 1 1 1 1 If I I It I I I I I I I 1 11111 111 111 $ 111 11 111 still III I I I I RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence Installed, Sanitary Facilities&I dumpster,Site Work Permit for subdIvislonsnarge projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page,(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stomweater Plans wl Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. PROPERTY SURVEY required for all NEW construction. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Directions: Fill out application completely. Owner&Contractor sign back of application,notarized It over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work Will be done in compliance with all applicable laws regulating construction,zoning and land development Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all worts will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also Certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection With a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. 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 FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this Subscribed and sworn to(or affirmed)before me this by by Who is/are personally known to me or has/have produced Who is/are personalty known to me or has/have produced as identification. as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped 1 City of Nphyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: Site: % Permit Type: crrn eKE&,S'a.re__j � Approved w/no comments:0 Approved w/the below comments: Denied w/the below comments: ❑ --T C6r c�61 This comment sheet all be kept with the permit and/or plans. APR 1 .7 2019 Kal ' w' er—Plans Examiner Date Contra d/or Homeowner (Required when comments are present) INSTR#20'190691?2 OR BK 9888 PG 1 566 Page 1 of 1 04/12/2019 09:39 AM Rcpt:2045314 Rec:10.00 DS:0.00 IT:0.00 Paula S. O'XeiC Ph.D., Pasco County Clerk&ComptrotTer ., � •:- IITOTICE OF'CO CEtU11NTTP � ti AvpecllrhbmIllucatimtNn + { 2 UNDERSIGNED MzdiygivlE's�Liae tbatirtgOva wElbemsw�>,a oett>af¢�1ea1 ,and m a urae wbh Sectftxi 7 5:!'3�t1ceF * tg41ffitlrt dal 511 1tRt*N0VCB0F OOb9ffNCE1WENT. I AY{ ��I'na°a>►�e++eoeanr�atoNaa,raa�answors Stteet�aaaow.c0111"er aaags-= ' �, G'�ciipt�+oftt�c ac�++a+�ssaaaswama�rar $1 Name�pt �s rne+�m�wr,�r aaoo+raoNiaw.m xen++ra+asaa�n xs^� . " �' b) 't�+tueatr6t� �' ottt�tt>Futat�')�► ` a �W �.IWSIG� pggp'ffiCb11RI�7DRCSERYICFEIIC MT3N NnlFAVETYpA R.iMUttYY . b) An atattofBand: ' a teh*wwNm- 19aatNo.(t3pt) 7 " ptxSatt �eSmteof d lbedhyotnm�upanwbantitioti,t saroftnes:'ctoaamZn1aybeServed; I Al Atom b) Teklitm Neu Fag No.(opt) S~ a anti tLeYh waVM alum of pmmtcxeadmacWVofttieLmMeSNaaiCeaS)aOVIdedmS� '713.M)OZ Stttit>ttle� b) TEgkeNm FB�No {opt) !' 91' daebeasgNdlt�aGfG�(Qteaanc�teisaateyearttamdreda�0[ �gunsadtas>tdaoeis { WAMUNG TO OWNER ANY PAYMOM MADE BY THE OWNER AFTER THE E M IRATION OF TEIE NOTICE OF ARE CONSIDERED N ff"PER PAY.N1EN1S UNDER CHAPTER 7A PART 1,SECTION 7MIA ASTATOM AND CAN RESULT jN-YOUR PAMNG TWICE FOR WROVEKENTS TO YOUR PROPERTY.A CE OF'C CEmMT MUSTBE`RECORDED AND POSTED ONTSE JOB SITE BEFORE THE SST IrtS'R =UNjFyoUUWMQ TO UBTAINFINANCJN%CONSULT YOUR LE MER OR AN ATTORNEY BEFORE torgMCING WORK ORIMCbmOING You NOTICE b COMMENCEMIENT. ; faruzoF2 uftA Wt�YR1�FASGO _ • •; Ti ��{� ��TRii 79/1.!c� ; ��l y@� // 4 4V �s ild ( ( off m myjnbd)fS J'C t.._4ffnkafpwya4be�faf taffi �'' fD seci�but$25�,F�IaI 5ta�.tnitl�rpt�es ,I ' ex�d the fineg�g and that de fa�Gcs�oacN ' � i -rtyy„r {;,���@Q�Jat1���'. ,�� 'r'uGr 1,,,.♦ ! � �"'�3O,�n��� jgya� � r^ - p • +"y..,. ¢, "• 9• . at ..sue. 72 Ufa'` A•pue;6,*,r am :�, FLORIDA,COUNTY OF PASCO STATE � 4 � '(HIS OF TO CERTfFY THAT THE FOREGOING IS A NT TRUE AND CORRECT COPY OF THE THIS�DOCUM F CE ON FILE OR.t�F; tBfr1C;.R. Cd>RQ >= � i=1CIAE SEASI► °, rrt IT S MY HAND AN DAY OF , Z OLLER air PAJ��F!Va'NEIL,C ' 4 Ty CLERK �° _ 813a80.0020 City of Zephyrhills Permit Applic 3-780-0021 Building Department Date Received 3` �� Phone Contact for Permittin DVP f ja,�( Owner's.Name (��^ Owner Phone Number G (113 Owner's Address , W=n Owner Phone Number Fee Simple Titleholder Name 1v 1 y'p Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS �7 LOT# SUBDIVISION 5Ii era D mo7i PARCEL ID# �') Z i�Z "" �� v V (OBTAINED FROM PROPERTY TAX NOTICE( WORK PROPOSED e NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL Q] DESCRIPTION OF WORK16�,Ru9n S {Vt ter BUILDING SIZE I SQ FOOTAGE HEIGHT . . . . . . . . . . . . . . . . . . . ..XBUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER t S. COMPANY SIGNATURE /j REGISTERED Y/ N FEE CURREN YIN j �7 Address Udale UCH '' License# Q 6'!/ ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA LYLNLJ Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N Address License# OTHER COMPANY SIGNATURE 1 REGISTERED Y/ N FEE CURREN Y/N Address License# 1111111111111111111111111111111111111111111111111111111111111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsllarge projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwaler Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Altomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 'r NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which May be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided With a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work Will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel, alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced Within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. 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.01RCOMMENCEMENT. FLORIDA JURAT(F.S.117.03) Q / OWNER OR AGENT CONTRACTO l Subscribed and swom to(or affirmed)before me this Subscribed and swo t ) fore his Who Is/are personally known to me or hasihave produced Who isl , perso a@knoWn to me or has/have produced as identification. SL asidentification. clr Notary Public G ° Notary Public i PN Commission No. Co mi ion No. Name of Notary typed,printed or stamped Name of Notary o«a �BCetrl022 bG f2,*7 •R"� 2022 Banded ThmT Fula ro7 Insurance 804.185•I019 ' � \��1III111111/ O (3)1/4"DIA.MACHINE BOLTS vd 3/4"DIA WASHERS THRU 12 CARRIER BEAM&POST POST j 4!/ N LL 6 W 2'x2"FASTENED TO CARRIER GQ� BEAM w/(2)#10x1-1/2'SMS INTO W Q G. SCREW BOSSES EACH END 2'x2'x.062 _ V = RECEIVING CHANNEL CARRIER BEAM ----------- — j ' !-,` ••'•, Z 3 �. ROOF BEAM ______ _______ _ _ _J 'W/ •• W (SLOPED OR FLAT) BOLT$1Ad 314"DIA //�j •• w \� W 0 FORNOTE NOTCHEDSIILARI DETAIL TOP VIEW WASHERBEAM&POSTRU CARRIER //�41 j CONNECTION TO CARRIER ///�/II11111((1��\ o BEAM 1 CARRIER BEAM U N 1'x2'MEMBER 0V.) I C) n0 FOR SCREENINGx3/4"SMS ACH SIDE) I J 0 CARRIER BEAM 0 M > (3)1/4"DIA MACHINE r n M#10x1-1/2'SMS a 26" I BOLTS%W 3/4'DIA V E W D.C.MAX CONNECTING WASHERS THRU CARRIERZ Q U TO 1'x2"CARRIER BEAM - 0 BEAM&POST NOTE:FOR DOUBLE OR TRIPLE CARRIER 1 BEAM,OUTSIDE WEBS SHALL OVERLAP 4x4 POST OR NOTCH POST AS ABOVE O V #10x11/2'SMS•24" FOR 6A6 POST.ALL CASES,CONNECT (3)1/4"DIA MACHINE BOLTS POST 1 5 O.C.MAX CONNECTING USING MACHINE BOLTS DECRIBED ABOVE. Md 314"DIA WASHERS THRU 1 J CARRIER BEAM&POST W <( LL i. ) TO I'x2"POST •L ROOF BEAM TO CARRIER BEAM ALTERNATELYUSE: z LLI (D 1/8"X2"X2"XSURFACE LENGTH ANGLE CONNECTION DETAIL SCALE: N.T.S. w/#14x3/4"QUANITY=BEAM SIZE FRONT VIEW ~ M (FOR 2X8 BEAM USE(8)#14 SCREWS) CORNER CARRIER BEAM CONNECTION DETAIL Z G 0 - c SCALE: N.T.S. W Q v ------------------- 0 o -------------------- Q _ Q U cv 0 - F— BEAM PER PLAN 0 BEAM PER PLANCO ~ � (4)3/8"x4"TAPCON THRU 14") 0 (2)3/8'DIA.X 4'.LDT BOTTOM LEG OF ANGLE O EACH SIDE TYP. INTO CONC. 1" O O Q 0 --- ------ O LL. LL _______________. 3-3/4"FROM EDGE 3-3/4'FROM EDGE 3-3/4"FROM EDGE OF SLAB(TYP.) OF SLAB(TYP.) OF SLAB(TYP. Z I- FRONT VIEW U TOP VIEW TOP VIEW IJ.I (3)#12 X 5/4' 0 THROUGH ANGLE A/ POST NOTCH'D TO RECEIVE BEAM INTO POST TYP. ^LL FASTENED W/#14X3"QUANITY=BEAM SIZE EACH SIDE 4"x4'POST 0 (EXAMPLE:FOR 2X8 C.B.USE(8)#14 SCREWS) (3)#12 X 3/4' (SEE PAGE-2 4"x4"POST THROUGH POST FOR SIZE) (SEE PAGE-2 INTO ANGLE TYP. I/8"xYx2"x33/4" (2)3/8'DIA.X 4'LDT I FOR SIZE) EACH SIDE (LENGTH)ANGLE EACH SIDE TYP. (4)3/8'x4"TAPCON (INTERNAL) 1/8"ANGLE vr✓(3)#12x314"INTO COLUMN& 2'x4'x0.125 ANGLE THRU BOTTOM LEG (3)#12x3/4"INTO BEAM EA SIDE TYP. OF ANGLE INTO CONC. UJ LLI Z F- 0 ` •• A " a 1 OOI4 + _ 3000 PSI CONC. 3000 PSI CONC. . •• 0 SLAB/FTG. •n • SLAB/FTG. •n • Q < 6x6-10x10 WWM • ;• 6x6-10xIO WWM • :- • OR FIBERMESH • 4 OR FIBERMESH W SIDE VIEW FRONT VIEW FRONT VIEW Z Z < Z Q CARRIER BEAM TO POST CONNECTION DETAIL 0 0= SCALE:N.T.S. 4"x4" POST CONNECTION DETAIL 4"x4" POST CONNECTION DETAIL U N C9 0 SCALE: N.T.S. (INTERNAL BASE) SCALE: N.T.S. w O Q } m J O 0 !- 0 FU) NOTES: O w U 0 'S 1. 3x3 POST TO HAVE 3/8"RED HEAD-TRUBOLT WEDGE ANCHORS(STAINLESS STEEL,PROVIDE MINIMUM 2"FROM EDGE OF SLAB AND PROVIDE MINIMUM Q. -, 2"SPACING TO ANY OTHER CONNECTOR.SEE MFG.NOTES FOR INSTALLATION REQUIREMENTS.THREADED ROD REQUIRES 3"MINIMUM EDGE DISTANCE. Z 0 0 2. 4x4 POST TO HAVE 1/2"RED HEAD-TRUBOLT WEDGE ANCHORS(STAINLESS STEEL,PROVIDE MINIMUM 3-3/4"FROM EDGE OF SLAB AND PROVIDEBMINIMUM O 3-3/4"SPACING TO ANY OTHER CONNECTOR. SEE MFG.NOTES FOR INSTALLATION REQUIREMENTS. DESIGN DATE: 03/22/2019 3.WHERE PAVERS ARE PRESENT ANCHOR LENGTH SHALL BE INCREASED BY THICKNESS OF PAVER NOT TO EXCEED 2-1/2"FOR PAVER THICKNESS MORE THAN REVISION 1: 06/19/2019 I PAGE: 2-1/2"SPECIFICATIONS SHALL BE REQUIRED.PAVERS SHALL BE BONDED TO UNDERLYING CONCRETE FOUNDATION. REVISION 2: DATE 4.WHERE RETURN WINDOW BEAM MEETS MASONRY WALL USE 1/8"U-CHANNEL W/(3)2-1/4"TAPCONS INTO WALL AND#12 x 3/4"INTO BEAM E/S QUANITY=BEAM SIZE SCALE: NTS \\\\�I // 1111111�i N r �� /i o X 1/8"STRAP @ EA RAFTER/TRUSS CH BEAM TAIL @ 24"O/C � A' /i SECURE WITH 2#10 X 3"SCREWS ' -,A ,- THROUGH STRAP INTO FASCIA `�� . V 050"GUTTER S Q�'COO p Q p: 0- D1 1 X 2 Q.B.0 2 X 2 OPT/BEAM #10 X 3"LAG SCR EACH RAFTER E TIFFNERNWOOp SCREW w O {x Q= o FASTEN TO GUTTER w(2) _ : U 12 N BEAM PER PLAN o o #l0 x r Sw @ r #12 SMS 2"XrBEAMX. LE O (4)#10 X 314"INTO o ASCIA AND SUB-FASCIA o WHEN BEAM&PURLIN �i/�^ •.• O� \\� W HIT ON CORNER- / VV (2)#10 X 3"SCREWS FASTEN OUTSIDE OF THROUGH ANGLE AND INTO GUTTER EACH SIDE r X r ANGL SUPER GUTTER &( 2 SMS EACHE LEG 111 I I I 1 1111\till SEE"SCREW REQUIREMENT" FOR BEAM SIZE OR 4"X r X.093 ANGLE (6)#10 X 314 INTO BEAM O O J Q M (6)#10 X 314 INTO GUTTER 0 0 o o M 0 o M w V ~ o FASTEN INSIDE CORNER -- Z < E w O (BEAM TO PURUN) vW 118"x2"x2"ANGLE 0 #12 SMS 0 INTO SIDE VIEW ��// INTO EA MEMBER LL Q ALTERNATELY SEE PAGE 5 (BEAM&PURLIN) (9)#1Ox2"SMS W J Q U GIRT 1/8"PLATE ON 45"ANGLE W LL• to .� #10 SMS WITHIN 6" Z r oF BEAM&24"O.C. DETAIL"M"BEAM&PURLIN TO GUTTER OR RSECxr ANGLE w/(4) ° ° ° ° W FASTEN GUTTER TO #12 SMS INTO EACH. FASCIA YW#14x2" INTERSECTING MEMBER wood scREW 19^o.c. CONNECTION SCALE:NTS ° I— Ch C (2)#12 SMS Z ..J ° EYEBOLT FOR CABLE TENSION pQ 2)(2x1/8"ANGLE (2)#14x2" (2)#14 WOOD SCREWS PERIMETER R 1B"STAINLESS STEEL U CV EA SIDE OF BEAM (2)#12 SMS BRAIDED CABLE WOOD SCREW INTO FASCIA 18"O.C.12 EACH#LEG EACH SI 0 Lo w N 2XW/8"ANGLE w/(2) GIRT O C) FASCIA(rxS"MIN.EXISTING) #12 SMS EA LEG 'q. t` STRUCTURAL DETAIL"1-2"CABLE CONNECJ QTION J o- O GUTTER ° ° AT CORNER SCALE:NTS I L o �� TOP VIEW **ALTERNATELY SEE PAGE 5 SMB ° li O DETAIL"H" o o GIRT Z SCALE: 0 0 H 1/8"STAINLESS STEEL 3000 PSI CONC. O BRAIDED CABLE 6x6-10x10 (2)#12x4"STRAP 60 MMN. W WM OR GER SIDE FIBERMESH LLI (2)#12 SMS INTO STRUCTURAL GUTTER 60°MAX. Q SEE SPLICE SECTION (2)#12 SMS INTO UTT VIEW (2)GUTTER BRACES EACH w'(2)#12 SMS INTO GUTTER&(2)#14 WOOD SCREWS INTO FASCIA ° n(►xM 1/8"�Q"x4"STRAP GIRT °°e (2)#12 SMS INTO BEAM GIRT (2)GUTTER BRACES 4"M I SLAB F- (2)#12 SMS INTO GUTTER FASCIA EACH vW(2)#12 SMS v�dFOOTING 3/8"DIA x 3"EMBED W INTO GUTTER&(2)#14 CONC.SCREW ANCHOR W WOOD SCREWS INTO FASCIA (TAPCON OR EQUAL) O 2x2)(1/8"ANGLE W(2) ° Z I- 3/16"-5052-H32 GU ` #12 SMS EA.LEG o 3000 PSI CONC. J INTERNAL OR EXTERNAL 6x6-10x10 (� J 60°MAX. W WM OR FIBERAESH Q Q -j NOTES: (2)#12 SMS 1.SPLICE DETAIL SHOWN MAYBE ROTATED Z IY 0' MANSARD APPLICATIONS. FASTENER SPLICE MIN.SCREWS/ Z< 2.MAINTAIN MIN.12"FROM SPLICE PLATE SCHEDULE SECTION EA.HALL OF EA. SMB o o O O = PERIMETER TO CENTER LINE OF SCREWS. SIDE OF O 0 N (7 0 3.ALL SPLICE MATERIALS ARE ALUMINUM m BEAM SIZE SPLICE PLATE 1/8")(2"x4"STRAP W Q ALIT 5 (SMB) #10 #12 #14 (2)#12 SMS INTO BEAM GIRT \,;` ;;;:;\; ; O W 4.SPACE ALL SCREWS(3/4"MAN.LENGTHN) 2 X 4 2 X 5 X 16" 16 14 12 (2)#12 SMS INTO GUTTER STRUCTURAL GUTTER 4"MN.SLAB O m O F EQUALLY AROUND PERIMETER 2 X 5 2 X 6 X 18" 18 16 14 w/FOOTING 1.5"x5.5"ALUM.STRAP U < m C)N (STAGGERED IF NECESSARY) 2 X 6 2 X 7X20" 20 18 16 TOP (MASONRY ANCHOR" O U < CO 5.SPACE#14 I"MIN.#12 3/4"MIN AND 2 X 7 2 X 8X22" 24 20 18 F D- ' 0 CO #10#5/8"MIN 2X8 2X9X24"9 X 24" 28 24 20 (TAPCON OR EQ ) z O 6.CUT TOP OF SMB TO FIT TIGHT ALONG 0 d ��. 2 X 9 2 X 10x28" 34 26 22 7.DRAWING ARE N.T.S. X 90X.310 2 x 10 x 26" sZ DETAIL"L"CORNER CONNECTION DETAIL"I-1"CABLE CONNECTION SCALE: NTS AT FOUNDATION SCALE:NTS DESIGN DATE: 03/22/2019 REVISION 1: 06/19/2019 PAGE: DETAIL"IV"GUSSET CONNECTION REVISION 2: DATE SCALE:NTS SCALE: NTS \\ IIIIIIIII/// 3"X.045 X 2"LEGS REC.CHANNELATTACH 4#10X3/4"SMS REC.CHAN.TO � i TO POST WITH X 2"OB 4#10 X 314"SMS REC.CHAN.TO BEAM EIS `�\��o Y�A -i C) TABLE D 2410 X Y $-" ... ik (2)#toX3"SMS INTO SCREW d ui BOSSES FOR EDGE MEMBER SCREW REQUIREMENTS COLUMN BEAM PER SIDE PER SIDE 2X4 2X5 5 c0 7 2 X6 7 7 ° "HORIZONTAL OR SLOPE --- o ti 2 X 8 9 9 0 l EDGE MEMBER o 2 X 7 8 8 0 0 °° ALUMINUM INTERNAL OR EXTERNAL j •,• • C 2 X 9 10 9 o I RECEIVING CHANNEL w/(4)#10x75" I !. 2 X 5 2 X 5 6 6 OR PURLIN ° i INTO GIRT OR PURLIN&(2)#14x75" ��ii���• •.,, "(X/ W 2 X 8 9 9 ° INTO BEAM OR UPRIGHT .062 ANGLE i / ��\\\\\ W I CLIPS MAYBE USED I // � \ 2X9 10 9 --° BEAM PER PLAN (2)#10x2" /I l l l l l l t \ 2 6 2 X 7 8 8 ° INTO BEAM EDGE MEMBER ---------- - - - -- 2 X 9 9 9 I OR PURLIN PURLIN MEMBER U r f.� 2X 7 22X10 11 X 9 80 10 o DENOTES SCREW BEAM BRACE CO PATTERN-NOT 0.0625"6063-T6 FLAT PLATE J OO O 2X 10 11 10 0 i NUMBER OF SCREWS ----- wd(8)#10x3/4"SMS,MN.1/2' •SEE SCREW C') 4t I Fat UMBER OF SCREWS,REQUIREMENTS" TO CORNER E FASTENED INTERNALLYINSTALL BRAC ..- EDGE TO 4)#10 BRACE SCREW BOSSES C') x2"SMS INTO SCREW EDGE C TO C EDGE DISTANCE AND C.TO C. W SIZE DISTANCE SPACING SPACING UPRIGHT,BEAM-SNAP, < Z Z O #10 318" 3/4" COLUMN PER PLANS PURLIN SELF MATING,OR HOLLOW Q 1/2" LL U DETAIL E-UPRIGHT TO BEAM W LL •_ CONNECTION SCALE:NTS DETAIL"D"-ROOF BRACING CONNECTION DETAIL"C"-GIRT OR PURLIN TO BEAM Z DETAIL SCALE:NTS OR POST DETAIL SCALE:NTS ! ._ W 0 TABLE"B"SECONDARY ANGLE SCHEDULE W < NOTE:IF PAVERS ARE UPRIGHT QTY.TAPCON/SCREW Q PRESENT,CONCRETE "ALL MEMBERS PER PLAN Q Q ANCHORS SHALL 2X3 0 "MEMBERS VARY PER PLAN SIZ X063"-DIM.TO MATCH PURLIN PENETRATE INTO SIZE RE MS INT CHANNEL PURLIN FOOTING 2-114"MIN. 2X4 1/2 (2)#12 SMS INTERNAL TO EAVE "� I... U CV ___-- -- -- -- ------------ ------ - -- -- RAIL(3)#12 EACH SIDE INTO PURLIN N > 2X5 1/2 LL w NOTE:WHEN FASTENING - - TO WOOD USE 1/4"GALV. 2X6 2/4 ° J O LAG SCREW IN LIEU OF 2X7 2/4 FASTEN TOP OF HEADER TO INTERSECTING ° a 2X$ 3/6 MEMBER%4(2)#10 SMS ad1" O EN�S�URE PEHNE�TRA IT ON i PENETRATION INTO SCREW BOSS OF EAVE RAIL-SEE 0 LL MIN 2-1/4"INTO 2X9 3/6 MEMBER-TYP.BOTH SIDES STRUCTURAL FRAMING 2X10 4/8 1x2 OPEN BACK BENEATH(IYP.) EXTRUSION UPRIGHT 0 SELF-MATING OR PPER PLAN '- Z 1/8'SQ"x2"xANGLE VI SNAP SECTION TYP. "� (2)#10x2"SHE THRU 1x2 INTO 5032 H-32 ANGLE PER PLAN EAVE RAIL EACH SIDE OF COLUMN -- - ------------------- - - =- 2-#12 SMS INTO COLUMN 1"x2"O.B.BASE PLATE-TYP. W 114"MASONRY ANCHOR EACH o 0 " _ ANGLE-EACH SIDE COL. 00 2-1/4 MN.CONC. — ANCHORENBEDMENT FASTEN HEADER W(2)#10x3" CL 2'MN.WHEN GREATFJ2 INTO SCREW BOSS OF HEADER a THAN 2x4 UPRIGHT IS USED DETAIL"G"-SLOPED PURLIN SEE TABLE"e"SECONDARY CONNECTION SCALE:NTS ANGLE SCHEDULE ALTERNATE USED FASTEN HE DCONNECTION CT ON Z-BAR TO COLMEADER AT EACH CORNER AND 18"O/C 1-1/2"x 1/16"PLATE H 3000 PSI CONC.SLAB/FTG. (12)#12x1"SMS (TOP OR BOTTOM) W 6x6-10x10 SIDE VIEW ©1"SPACING' W Q W WM OR FIBERMESH Z {- ALTERNATE BASE PLATE CONNECTION 2"Q'EDGE BEAM Cl) ATTACH MEMBER TO BASE PLATE ~ 1/4"MASONRY ANCHOR (INTERNAL)w1(2)#10�Q'SMS Oj�`N Q •--I W AT EACH ANGLE 2-#12 SMS X W ATTACH BASE PLATE TO MEMBER (2)#10x3"SMS H H O 1/4"TAPCON XL(RED HEAD MEG.OR EQUAL) w'(2)#10x3"SMS INTO SCREW CONNECTING NG EDGE O SCREW S Z Z Q 2 O 1x2 BASE BOSS OF BASE PLATE BEAM TO PURLIN 0 I 2 SLAB(BEYOND) FASTENED M COLUMN O ) 0 vl(2) wr(2)#10x1-1/T'SMS INTO C7 SCREW BOSSES FOR SMB U) w Q OR '} SNAP COLUMN Q �. w U L N1"�Q BASE PLATE ANCHORED -- _ 17Q"SNAP O Q O TO CONC Md 1/4"MASONRY ANCHOR 6"MAX EACH SIDE U ~ Q O W U CO OF POST AND 24"O.C.MAX NOTCH COLUMN AS REQ'D. COLUMN PE R PLAN Z O O U a 3000 PSI CONC.SLAB/ FTG. 0 1/4"TAPCON(RED HEAD MFG.OR EQUAL)WITHIN 6"OF COLUMN WWM OR FIBERMESH 6xl 10 FRONT VIEW &24"O.C.MAX.1-1/4"PENETRATION INTO UNDERLYING FOOTING DESIGN DATE: 03/22/2019 ALTERNATE DETAIL"G SLOPED REVISION 1: 06/19/2019 PAGE DETAIL"B"-2"x4"OR LARGER SELF MATING PURLIN CONNECTION SCALE:NTS UPRIGHT TO DECK DETAILS SCALE:N.T.S. DETAIL"F -DOOR JAMB&HEADER REVISION 2: DATE �] CONNECTION SCALE:NTS J SCALE: PITS C7 w co z "'/IIIIIIIII ti PRIVACY SCREEN _J m co I V ~ M zZ < E 1X2 1X2 2X2 T GUTTER (j,�DOOR M 1J 2X2 2X4 z O J 2X4 _ W Q DOOR ° .� ' IQ Q 2X2 2X2 2X4 1 ii H IN 2X4 2X3 2X3 LL rn � U 12"X12" FOOTER W O I � a 1 � WHERE PAVERS ARE PRESENT 12"X 12" w FOOTING W/` _ w r ' oy �` (2)#5 REBAR N GQ0 N 2500 PSI i v • '. U J PANORp,M .- PANORp,M o, FIBERMESH X V1E`N X VIEW > W w v z Q 12X12••RIBBON FOOTER DETAIL O O = 1X2 SCALE:N.T.S. U N (g U 18'-8" - 18'-8"_H_ wl o < w 37-4" o m o m 0 j- a W O CO 1 0 w DESIGN DATE: 03/2212019 REVISION 1: 06/19/2019 PAGE: REVISION 2: DATE SCALE: NTS O GENERAL NOTES 1. DESIGN CRITERIA: ALUMINUM SPECIFICATIONS: 1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS OTHERWISE SPECIFIED. =Z o O APPLICABLE CODES, REGULATIONS&_STANDARDS: _ 1.THE 2017 FLORIDA BUILDING CODE,6TH EDITION SPECIFICALLY 2.ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH = w o _ o N _U' CHAPTER 16 STRUCTURAL DESIGN,CHAPTER 20 ALUMINUM& #12 SCREWS 6"FROM ENDS&24"CENTER TO CENTER. ALL WORICSHALLCUM L�" ,� ; ,tE, _ v CHAPTER 23 WOOD. 3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050". CODES FLORIDA BUILDING C = '�� z `� 2. ASCE 7-10.&SEi7 4.THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS NATIONALMECTRIC('oD C \\ 3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. (KICKPLATES)SHALL BE AN INDUSTRY STANDARD OF 0.024 AND THE CITY OF a:EhlY w ORDINANCE$ 4. AC1318 CONCRETE REFRENCE MANUAL. INCHES. 5. PCI PRECAST&PRESTRESSED CONCRETE. 5.VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN A..E ll l l l nrtt` 6. AA ASM 35&AA ADM 1 WIND SPEEDS EXCEED 75 MPH PER FBC. REV��L�t 6.SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS CIT OF ZBP1-�Yc�rl11' CD WIND LOADS: APPROVED BY FLORIDA ENGINEERING LLC. 2. FOR FASTENERS WHICH ARE NOT _I m aD M 1. BUILDING OCCUPANCY CATEGORY,PARAGRAPH 1604.5&TABLE FASTNER SPECIFICATIONS: THE CONTRACTOR SHALL VERIFY INSTALLATI .J c 1604.5: RISK CATEGORY 1. HAS BEEN ACCOMPLIf HED IN ACCORDANCE WITH F- M 2. BASIC WIND SPEED,TABLE 1609C,STATE OF FLORIDA DEBRIS 1. FASTNERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH C' Z Q REGION&BASIC WIND SPEED, PARAGRAPH 1609.3.1 &TABLE ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS THE ATTACHED DETAILS. Z p E 1609.3.1 EQUIVALENT BASIC WIND SPEED: 130 OR BETTER, INSTALLED TO MFG.) 3.FOR"PICTURE WINDOW' TO EXISTING SCREEN U MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3:C 2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, ENCLOSURES,ALL OTHER"EXISTING SCREEN ENCLOSURE" w p Ci 3.SCREENED ROOF ENCLOSURE FBC 2017 CH.20 TABLE 2002.4 AND FASTENERS TO MANUFACTURING SPECIFICATIONS. FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED (j j J O O) 3.WHERE WOOD DECK IS PRESENT USE 1/4"X3-1/2"GALV. LAG IN THESE DETAILS.CONTRACTOR IS TO VERIFY&ASSURE W Q U I . CONCRETE&FOUNDATION DESIGN: SCREWS IN LIEU OF MASONRY ANCHORS.UNLESS OTHERWISE EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND. Z �7 1.WHERE CONCRETE SPECIFICATIONS ARE REQUIRED,WHETHER SPECIFIED. IN THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE 4. 1"X2"NON STRUCTURAL MEMBERS ATTACHED TO HOST ~ H ch REGULATORY AGENCY,THE FOLLOWING SPECIFICATIONS ARE A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED LEGEND:(ALL MAY NOT APPLYI Z 0 '- C APPLICABLE: 1/4"X2-3/4"TAPCONS OR EQUAL AT 24"O.C.AND 6"FROM ENDS SCR=SCREEN A. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE B.FOR WOOD APPLICATION USE#14X2-3/4"WOOD SCREW AT KP=KICK PLATE W IY = FOLLOWING COMPONENTS: 24"O.C.AND 6"FROM ENDS. PW=PICTURE WINDOW W ≤ 2 I. PORTLAND CEMENT TYPE 1 -ASTM C 150 C.FOR ALUMINUM APPLICATION USE#10X1-1/2"SMS OR TEK X=HORIZ.SLIDING WINDOW II. AGGREGATES-LARGE AGGREGATE 3/4"MAX.-ASTM C 33 SCREW AT 24"O.C.AND 6"FROM ENDS U N III.AIR ENTRAINING+/-1%-ASTM C 260 O=HORIZ.STATIONARY WINDOW 4 IV.WATER REDUCING AGENT-ASTM C 494 D.WHERE 1'X2"INSTALLED THROUGHOUT AN"OPEN VIEW" DH = DOUBLE HUNG WINDOW SPACING SHALL BE REDUCED TO 18 O.C.AND 6"FROM ENDS SH=SINGLE HUNG WINDOW V.CLEAN POTABLE WATER SIP=SOLID INSULATED PANEL O c VI.OTHER ADMIXTURES NOT PERMITTED MASONRY SPECIFICATIONS: CT=CABLE TIE d 0' o B. METAL ACCESSORIES SHALL CONFORM TO: 1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD SG=SUPER GUTTER I. REINFORCING BARS-ASTM A615,GRADE 60 HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED CS=CLEAR SPAN 11.WELDED WIRE FABRIC-ASTM A185 C. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3" ON TYPE M OR S MORTAR. KB=KNEE BRACE OR MORE THAN 5".WATER ADDED AFTER BATCHING IS NOT 2.ALL MORTAR SHALL BE TYPE M OR S. Z PERMITTED. 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE ALUMINUM MEMBERS DIMENSIONS I- D. PREPARE&PLACE CONCRETE PER AMERICAN CONCRETE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". HOLLOW SECTIONS Z INSTITUTE MANUAL OF STANDARD PRACTICE,PART 1,2,&3 4. PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 2 x 2:2"x2SECT4" W REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 2 x 3:2"x3"x0.044" O INCLUDING HOT WHEATHER RECOMMENDATIONS. HEIGHT. W E. MOIST CURE OR POLYETHYLENE CURING PERMITTED. 2 x 4: Z x4"x0.044" 0 F. PRIOR TO PLACING CONCRETE,TREAT THE ENTIRE MISCELLANEOUS: 2 x 5:2"x5"x0.0 4" d SUBSURFACE ARE FOR TERMITES IN,COMPLIANCE WITH THE OPEN BACK SECTIONS FBC. 1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL G.CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC 1 x 2: 1"x2"x0.044" BARRIER. R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS. 1 x 3: 1"x3"x0.044" w 2. IF A MINIMUM 4"CONCRETE SLAB IS PROVIDED IN 2.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A SOUND CONDITION,FREE FROM STRUCTURAL CRACKING, MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME. SNAP SECTIONS Z I- SPALLING&OTHER DETERIORATION. NO ADDITIONAL FOOTING IF THE EXISTING STRUCTURE IS ONE OF THESE,A SEPERATE 4TH 2 x 2 SNAP:2"x2"x0.050" Ui OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO 2 x 3 SNAP:2"x3"x0.050" U CONSTRUCTION. ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. 2 x 4 SNAP:2"x4"x0.045" 3.WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING, 3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN a DRILL&EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1"MIN. HOLE, EMBED 4"MIN W/NON-SHRINKING SIMPSON EPDXY-TIE THE FIELD. SELF MATING(SMB) 4.WHERE PAVERS ARE UNDER ALUMINUM MEMBERS,CONTRACTOR 2 x 4 SMB:2"x4"x0.044"x0.100" O O1 (OR EQUAL)TYP.ALL LOCATIONS. SHALL EPDXY TO DECK OR GROUT TO DECK I3000 PSI 2 x 5 SMB:2"x5"x0.050".100" O vi O U 4.WHEN INSTALLING 4"CONCRETE SLAB-ADD ADJACENT TO GROUT WITH BONDING AGENT. 2 x 6 SMB:2"x6"x0.050".120" w O <>- EXISTING-DOWELL INTO EXISTING CONCRETE 48"O/C W/8"#5 5. INTEGRITY OF EXISTING/HOST STRUCTURE SHALL NOT BE 2 x 7 SMB:2"x7"x0.057"x0.120" o m a C) NON-SHREBARS-DRILL 3/4"HOLE 4"EMBEDMENT-EPDXY W/ COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED 2 x 8 SMB:2"x8"x0.072"x0.124" 2 Q a W NON-SHRINKING"SIMPSON EPDXY TIE"(OR EQUAL). STRUCTURE. 2 x 9 SMB:2"X9".082"x0.124" v O w U c4 5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE 6.ALL 2X4&GREATER ARE TO BE SMB UNLESS OTHERWISE INDICATED. 2 x 10 SMB:2"x10"x0.092"x0.398" < a0 NOTED. RESPONSIBILITIES: NOTE:AS INDICATED ABOVE ALL z a.. MEMBER PROFILES ARE INDICATED 1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED IN INCHES. DESIGN DATE: 03/22/2019 CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING REVISION 1: 06/19/2019 PAGE: CODES,LOCAL ORDANANCES,AND THE ENGINEER SHALL REVISION 2: DATE BE NOTIFIED OF ANY DISCREPANCIES. SCALE: NTS 2"X 1/8"STRAP EACH BEAM RAFTER/TRUSSSECURE WITH 2#10 X 3"SCREWS -A/�� o THROUGH STRAP INTO FASCIA ��.'' v 1 X 2 O.B.0 2 X 2 BEAM .050"GUTTER STIFFNER 0 z)#10 X 3"LAG SORE Q EACH RAFTER FASTEN TO FASIA w(2) — :W p Fw-• Q _ O OPTI #12x2"WOOD SCREW O slo x r sMs lr #1 MSFASTENTO GUTTER w(2) v N BEAM PER PLAN o o 2"X2"BEAM X. E 0 W O j (4)#10X3/4"INTO o ASCIA AND SUB-FASCIA ° WHEN BEAM&PURLIN • PPRR THROUGH ANGLE -� BEAM&P U IDE OF ///11j/ 1111 1111(1\\\\\\\\ U AND INTO GUTTER EACH SIDE SUPER GUTTER w/ ANGLE (4)#12 SMS EACH LEG FOR BEAM SIZE QUIREMENT" U __ O n OR J m o0 0 4"X 2"X.093 ANGLE J M (6)#10 X 3/4 INTO BEAM 0 o ° (6)#10X3/4 INTO GUTTER 0 0 H M ~ 00 o FASTEN INSIDE CORNER < w 0 (BEAM TO PURLIN) Z Eo o w/2/8'x2 ANGLE (Z Q () V SIDE VIEW INTO EA MEMBER '�`� J O C.1 "ALTERNATELY SEE PAGE 5 (BEAM&PURLIN) (9)#10x2"SMS W8 GIRT 1/8"PLATE ON 45"ANGLE W U.. L0 #10 SMS WITHIN 6" OF BEAM&24"O.C. FASTEN GUTTER TO DETAIL"M"BEAM&PURUN TO GUTTER #12 1/MS ANGLE vd(4) o 0 0 0 FASCIA w/#14101" SMS INTO EACH W r CONNECTION SCALE:NTS INTERSECTING MEMBER ;^ M WOOD SCREW 18"O.C. o v 0) o r (2)#12 SMS o EYEBOLT FOR W �/ O) + 1 ° o CABLE TENSION C �� 1 C� PERIMETER 2rI/8"ANGLE (2)#14X2" (2)#14 WOOD SCREWS FRAMING 118•STAINLESS STEEL H U � EA SIDE OF BEAM WOOD SCREW (2)#12 SMS INTO FASCIA 18"O.C. /BRAIDED CABLE v✓(2)#12 SMS �/ wL Lui : CV EACH LEG EACH SID FASCIA(2"x6"MIN.EXISTING) #12 SM ANGLE w/(2) GIRT \ \4 >#12 SMS EA LEG STRUCTURAL DETAIL"1-2"CABLE CONNECTION �" O GUTTER ° ° AT CORNER SCALE:NTS u- O r TOP VIEW "ALTERNATELY SEE PAGE 5 ISMB o 'I DETAIL"H" ° o GIRT Z SCALE:NTS ' ~ 1/8"STAINLESS STEEL 3000 PSI CONC. • C) 1/8"XPX4"STRAP 40"MN. BRAIDED CABLE 6x6-MOx10 W STRUCTURAL GUTTER 60"MAX. W WM OR FIBERMESH (2)#1z SMS INTO BEAM SIDE VIEW SEE SPLICE SECTION (2)#12 SMS INTO GUTTER (2)GUTTER BRACES s EACH w/(2)#12 SMS INTO GUTTER&(2)#14 �- WOOD SCREWS INTO FASCIA h(MIN) 1/8W"x4"STRAP GIRT (2)#12 SMS INTO BEAM (2)GUTTER BRACES 4"MIN.SLAB (2)#12 SMS INTO GUTTER FASCIA EACH v'A(2)#12 SMS w/FOOTING 3/8"DIA x 3"EMBED W INTO GUTTER&(2)#14 CONC.SCREW ANCHOR W WOOD SCREWS INTO FASCIA (TAPCON OR EQUAL) Z w �. -Lrz uz 2x2x1/8"ANGLE vr(2) ° H F J 3116"-5052-H32 GUSS #12 SMS EA LEG o 3000 PSI CONC. INTERNAL OR EXTERNAL 6x6-10x10 0 J LL �`MIN• W WM OR FIBERMESH 60"MAX. Q (2)#12 SMS NOTES: ~ w 1.SPLICE DETAIL SHOWN MAYBE ROTATED o`` Z Z < MANSARD APPLICATIONS. FASTENER SPLICE MIN.SCREWS/ O 2.MAINTAIN MIN.1/2"FROM SPLICE PLATE SCHEDULE SECTION EA.HALL OF EA. SMB o o PERIMETER TO CENTER LINE OF SCREWS. SIDE OF 0 0 o 0 3.ALL SPLICE MATERIALS ARE ALUMINUM W ALLOY BEAM SIZE SPLICE PLATE 1/8"x2"x4"STRAP O r>! Q Q W 60057 5 (SMB) #10 #12 #14 (2)#12 SMS INTO BEAM GIRT "``;,;; m J 4.SPACE ALL SCREWS(3/4"MIN.LENGTHN) 2 X 4 2 X 5 X 16" 16 14 12 (2)#12 SMS INTO GUTTER STRUCTURAL GUTTER 4"MN.SLAB``` O Q EQUALLY AROUND PERIMETER 2 X 5 2 X 6 X 18" 18 16 14 SOOTING 1.5"x5.5"ALUM.STRAP I"" < Cl cO W (STAGGERED IF NECESSARY) 2 X 6 2 X 7 X 20" 20 18 16 w/(2)1/4"DIA x 2-1/4" d v CO 5.SPACE#141 1"MIN.#12 @ 3/4"MIN AND 2X7 2X8X22"8 X 22" 24 j26 18 TOP VIEW MASONRY ANCHOR #10#5/8"MIN 2X8 2X9X24"9 X 24" 28 20 (TAPCON OR EQUAL) 6.CUT TOP OF SMB TO FIT TIGHT ALONG 2X9 2 X 10X26" 4 22 O a VERT'WiNG 2X9X.310 2 X10X26" 42 24 �� ��7.DRAWING ARE N.T.S. DETAIL L CORNER CONNECTION DETAIL'h-1"CABLE CONNECTION 2X10 52 28 SCALE: NTS AT FOUNDATION SCALE:NTS DESIGN DATE: 03/22/2019 REVISION 1: DATE PAGE: DETAIL"K"GUSSET CONNECTION REVISION 2: DATE SCALE:NTS SCALE: NTS 3"X.045 X 2"LEGS REC.CHANNELATTACH {z a� 4#10X3!4"SMSREC.CHAN.TOTOPCAP ••• TO POST IWITN OB 4#10X3/4"SMS REC.CHAN.TO BEAM FJS ���\\ O� . ���� 0 2410 O X T" ��•' ik TABLE D (2)#10x3"SMS INTO SCREW Off'c;' .. uj BOSSES FOR EDGE MEMBER 4' N W SCREW REQUIREMENTS _Z: O O p'; #10X3/4 #12X3/4 N = Z COLUMN BEAM PER SIDE PER SIDE I (D : co 2X4 2X4 5 6 I — U < 2X5 6 7 i ii 9 EDGE MEMBER 2 1 - - 0 ~ N 2 X 6 7 7 0 'HORIZONTAL OR SLOPE o I Z 3 M 2 X 7 8 8 0 0 0 ALUMINUM INTERNAL OR EXTERNAL rn X 8 9 o ° I i v '• 0 0 I RECEIVING CHANNEL vd(4)#10x75" I i / �j_ O 2X5 2X5 6 6 I OR PURLIN ° I 'i, �/\� W 0 INTO GIRT OR PURLIN&(2)#14x75" ..•' •• 2 1 X 6 7 7 ° I INTO BEAM OR UPCLIPSTMAYBE ANGLE S 2X6 6 2 X 6 1,0 7 0 1 BEAM PER PLAN (2)#10Q" I I 2 X 7 8 8 o INTO BEAM I EDGE MEMBER -------------- —j ! 2 X 9 9 9 1 OR PURLIN PURLIN MEMBER U O 04 2 X 10 11 10 DENOTES SCREW BEAM BRACE I o 2 X 7 2 X 6 8 9 ° PATTERN-NOT 0.0625"6063-T6 FLAT PLATE 0 M 2 X 110 11 110 0 NUMBER OF SCREWS --- w/(8)#10x3/4"SMS,MIN.1/2" . SEE"SCREW REQUIREMENTS" INSTALL BRACE EDGE DISTANCE,PLATE MAY BE (4)#10x2"SMS INTO M FOR NUMBER OF SCREWS, TO CORNER - FASTENED INTERNALLY TO BRACE SCREW BOSSES — of SCREW EDGE C TO C EDGE DISTANCE AND C.TO C. SIZE DISTANCE SPACING SPACING UPRIGHT,BEAM-SNAP, Z < v PURLIN SELF MATING,OR HOLLOW COLUMN PER PLANS D U (aj J O) DETAIL E-UPRIGHT TO BEAM W < u- CONNECTION SCALE:NTS I DETAIL"O"-ROOF BRACING CONNECTION DETAIL"C"-GIRT OR PURLIN TO BEAM - DETAIL SCALE:NTS OR POST DETAIL SCALE:NTS V C. W 0 z G o W C Q TABLE"B"SECONDARY ANGLE SCHEDULE c 33 NOTE:IF PAVERS ARE 2"x2'x063"-DIM.TO MATCH PURLIN PRESENT,CONCRETE UPRIGHT QTY.TAPCON/SCREW ALL MEMBERS PER PLANPURLIN 1 ANCHORS SHALL 2X3 0 'MEMBERS VARY PER PLAN 2))SIZE I\ 12 SMSINTERNAL TO EAVE O PENETRATE INTO 2X4 /2 -- - ----- -- - - RAIL(3)#12 EACH SIDE INTO PURLIN 1 FOOTING 2-1/4"MIN. (TYP) 2X5 1/2 O co� N NOTE:WHEN FASTENING 2X6 2/4 - +q. O TO WOOD USE 1/4"GALV. LAG SCREW IN LIEU OF 2X7 2/4 FASTEN TOP OF HEADER TO INTERSECTING R R o J CONC.ANCHORS AND 2X3/6 MEMBER vf/(2)#10 SMS w/1" o ENSURE PENETRA 8 3/6 TION PENETRATION INTO SCREW BOSS OF EAVE RAIL-SEE PI,AN- IL MIN 2-1/4"INTO 2X9 3/6 MEMBER-TYP.BOTH SIDES 1 STRUCTURAL FRAMING 2X10 4/8 1x2 OPEN BACK__._- BENEATH(TYP.) OPE UPRIGHT DOORJAMB N N Z SELF-MATING OR I PER PLAN p I 1l8SQ"x2"xANGLE I I SNAP SECTION TYP. (2)#10x2"SMS THRU 1x2 INTO 5032 H-32 ANGLE PER PLAN EAVE RAIL EACH SIDE OF COLUMN U I 2-#12 SMS INTO COLUMN 1"x2"O.B.BASE PLATE-TYP. -- '-- 1 W " 1/4"MASONRY ANCHOR EACH 0 0 --== =a=-=----- ----- -- - �_- ANGLE-EACH SIDE COL. 10 0 2-V4 -- y Q ANCHOR EMBEDMENT W - I 1 FASTEN HEADER vd(2)#10x3" 2"MIN.WHEN GREATER j iN.. INTO SCREW BOSS OF HEADER ' THAN 2x4 UPRIGHT IS USED DETAIL"G"-SLOPED PURLIN SEE TABLE"B"SECONDARY I I CONNECTION SCALE:NTS ANGLE SCHEDULE 1 j ALTERNATE HEADER CONNECTION 1 e I WHEN Z—BAR IS USED-FASTEN Z-BAR TO COL/HEADER AT EACH CORNER AND 18"O/C 1-1/2"x 1/16"PLATE H 3000 PSI CONC.SLAB/FTG. (12)#12x1"SMS (TOP OR BOTTOM) W 6x6-10x10 @ 1"SPACING U W W WM OR FIBERMESH SIDE VIEW Z F- ALTERNATE BASE PLATE CONNECTION y 2"x2 EDGE BEAM (/) ATTACH MEMBER TO BASE PLATE J 1 j 1/4"MASONRY ANCHOR (INTERNAL)w/(2)#10X1"SMS C j PVC\N Q< - W AT EACH ANGLE 2-#12 SMS i ATTACH BASE PLATE TO MEMBER 1 (2)#10x3"SMS I- I- d 1 INTO SCREW BOSSES 1/4"TAPCON XL(RED HEAD MFG.OR EQUAL) vd(2)#10)Gi"SMS INTO SCREW r CONNECTING EDGE Z Z < 1 2 Q 1x2 BASE BOSS OF BASE PLATE BEAM TO PURLIN 1 0 = ---- 2 @ SLAB(BEYOND) 1 I 1'7(2)FASTENED TM COLUMN O Cl) O U - - SCREW xOSSE SMS INTO N (' W SCREW BOSSES FOR SMB W O G i OR SNAP COLUMN . O CI l"x1"BASE PLATE ANCHORED --_ __ - --- I O m F- TO CONC vd 1/4"MASONRY 1 1x2 SNAP U < Q W ANCHOR 6"MAX EAH SIDE O L) (o 'D. W RE > AS Q OFPOST AND 24" .C.MAX NOTCH COLUMNU CO O F � PER PLAN z 1O O COLUMN 3000 PSI CONC.SLAB/FIG. 6 -10x10 FRONT VIEW 1/4"TAPCON(RED HEAD MFG.OR EQUAL)WITHIN 6"OF COLUMN DESIGN DATE: 03/22/2019 W WM OR FIBERMESH &24"O.C.MAX.1-1/4"PENETRATION INTO UNDERLYING FOOTING ALTERNATE DETAIL"G" SLOPED I REVISION 1: DATE PAGE DETAIL"B"-2"x4"OR LARGER SELF MATING DETAIL"F"-DOOR JAMB 8 HEADER PURLIN CONNECTION SCALE:NTS REVISION 2: DATE { UPRIGHT TO DECK DETAILS SCALE:N.T.S. CONNECTION SCALE:NTS SCALE: NTS I - o: w — y' Z W ' /1111111111 "`\\ U 0 M PRIVACY SCREEN ZJC O Q j v v 1X2 1X2 W J 000 7"GUTTER 2X4 2X2 2X2 2X2 z �- _ M 2X2 2X4 _ X N N N Z 2X2 I I_ O 2X2 J _ 2X4 2X4 _ T x X X 2X2 2X2 ch N �� O d' O X X N N W r O N 2X39 __ �X3, ii _ 12X3 3' � -J 9 3T-4 9' Z H U i W O PROPOSED FOOTER AND PAVERS � I WHERE PAVERS ARE PRESENT W h 1X2 8"X 8"RIBBON FOOTER DETAIL O Q W �7' 5n SCALE:N.T.S. p -J 37'-4" V C F¢ Vl O V a W z p O a DESIGN DATE: 03/22/2019 REVISION 1: DATE PAGE: REVISION 2: DATE SCALE: NTS GENERAL NOTES 01111IIII1////1. DESIGN CRITERIA: ALUMINUM SPEChYfCATIDNS: , APPLICABLE CODES, REGULATIONS&STANDARDS: 1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS .���GJ .•' 1.THE 2017 FLORIDA BUILDING CODE,6TH EDITION SPECIFICALLY OTHERWISE SPECIFIED. CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM& ; 'w c) u- L. w 2.ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH _Z; o p - a CHAPTER 23 WOOD. #12 SCREWS 6"FROM ENDS&24"CENTER TO CENTER. 2 o 2. ASCE 7-10. &SEI7 3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.O5O". = v co Q 1* N 4.THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS 3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. vy j Z vii N 4. ACI318 CONCRETE REFRENCE MANUAL. (KICKPLATES)SHALL BE AN INDUSTRY STANDARD OF O.O24 = eri 5. PCI PRECAST&PRESTRESSED CONCRETE. INCHES. '��bdr '• ••...•• •'• !� �� 6. AA ASM 35&AA ADM 1 5.VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN � rn ui WIND SPEEDS EXCEED 75 MPH PER FBC. o WIND LOADS: 6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS 1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5&TABLE APPROVED BY FLORIDA ENGINEERING LLC. 1604.5: RISK CATEGORY 1. FASTNER SPECIFICATIONS: 2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, J O co 2. BASIC WIND SPEED, TABLE 16O9C, STATE OF FLORIDA DEBRIS THE CONTRACTOR SHALL VERIFY AND INSURE INSTALLATION J m 0 o REGION&BASIC WIND SPEED, PARAGRAPH 1609.3.1 &TABLE' 1. FASTNERS ARE REQUIRED'TO BE SAE GRADE 2 OR BETTER HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH M 1609.3.1 EQUIVALENT BASIC WIND SPEED: 130 ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH ~ M MPH EXPOSURE CATEGORY, PARAGRAPH 16O9.4.3:C OR BETTER, INSTALLED TO MFG.) THE ATTACHED DETAILS. w 3.SCREENED ROOF ENCLOSURE FBC 2O17 CH.2O TABLE 2OO2.4 2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, 3. FOR"PICTURE WINDOW"MODIFICATION TO EXISTING SCREEN z j 0 O 0 AND FASTENERS TO MANUFACTURING SPECIFICATIONS. ENCLOSURES,ALL OTHER"EXISTING SCREEN ENCLOSURE" E Ci 6 CONCRETE&FOUNDATION DESIGN: 3.WHERE WOOD DECK IS PRESENT USE 1/4"X3-1/2"GALV. LAG FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED _I 1.WHERE CONCRETE SPECIFICATIONS ARE REQUIRED,WHETHER SCREWS IN LIEU OF MASONRY ANCHORS.UNLESS OTHERWISE IN THESE DETAILS. CONTRACTOR IS TO VERIFY&ASSURE W IN THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE SPECIFIED. EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND. W REGULATORY V- AGENCY, THE FOLLOWING SPECIFICATIONS ARE 4. 1"X2"NON STRUCTURAL MEMBERS ATTACHED TO HOST Z W M APPLICABLE: A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED LEGEND:(ALL MAY NOT APPLY) I- C1) A. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 1/4"X2-3/4"TAPCONS OR EQUAL AT 24"O.C.AND 6"FROM ENDS - FOLLOWING COMPONENTS: B. FOR WOOD APPLICATION USE#14X2-3/4"WOOD SCREW AT SCR=SCREEN W Q 0 N I. PORTLAND CEMENT TYPE 1 -ASTM C 15O 24"O.C.AND 6"FROM ENDS. KP=KICK PLATE II. AGGREGATES-LARGE AGGREGATE 3/4"MAX.-ASTM C 33 C. FOR ALUMINUM APPLICATION USE#1OX1-1/2"SMS OR TEK PW=PICTURE WINDOW ry III.AIR ENTRAINING+1-1%-ASTM C 260 SCREW AT 24"O.C.AND 6"FROM ENDS X= HORIZ. SLIDING WINDOW Q Q IV.WATER REDUCING AGENT-ASTM C 494 D.WHERE 1'X2"INSTALLED THROUGHOUT AN"OPEN VIEW' O= HORIZ. STATIONARY WINDOW O = V. CLEAN POTABLE WATER SPACING SHALL BE REDUCED TO 18"O.C.AND 6"FROM ENDS DH = DOUBLE HUNG WINDOW - U VI.OTHER ADMIXTURES NOT PERMITTED SH=SINGLE HUNG WINDOW (fl H CV B. METAL ACCESSORIES SHALL CONFORM TO: MASONRY SPECIFICATIONS: SIP=SOLID INSULATED PANEL O I. REINFORCING BARS-ASTM A615,GRADE 60 1. CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD CT=CABLE TIE d' . II.WELDED WIRE FABRIC-ASTM A185 HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED SG=SUPER GUTTER IL O) C. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3" ON TYPE M OR S MORTAR. CS=CLEAR SPAN MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT 2.ALL MORTAR SHALL BE TYPE M OR S. KB=KNEE BRACE PERMITTED. 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE Q D. PREPARE&PLACE CONCRETE PER AMERICAN CONCRETE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". ALUMINUM MEMBERS DIMENSIONS z INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1,2,&3 4. PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING HOLLOW SECTIONS INCLUDING HOT WHEATHER RECOMMENDATIONS. w ORREINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN 2 x 2:2"x2"x0.044" U E. MOIST CURE OR POLYETHYLENE CURING PERMITTED. HEIGHT. 2 x 3:2"x3"x0.044" w F. PRIOR TO PLACING CONCRETE,TREAT THE ENTIRE SUBSURFACE ARE FOR TERMITES IN COMPLIANCE WITH THE MISCELLANEOUS: 2 x 4:2"x4"x0.044" FBC.:` 2 x 5:2"x5"x0.050" G. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR 1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL ALL ORK SHALL COMPLY Wi BARRIER. COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC OPEN BACK SECTIONS COD S FLORIDA BUILDING C 2. IF A MINIMUM 4"CONCRETE SLAB IS PROVIDED IN R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS. 1 x 2: 1"x2"x0.044" O ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2. 1 x 3: 1"x3"x0.044" NATi ELECTRIC CODE SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, AND HE CITY OF ZEPHYRHILL SPALLING&OTHER DETERIORATION. NO ADDITIONAL FOOTING IF THE EXISTING STRUCTURE IS ONE OF THESE,A SEPERATE 4TH SNAP SECTIONS ORD CES W MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME. OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED CONSTRUCTION. WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO 2 x 2 SNAP:2"x2"x0.050" Z 3.WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING, ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. 2 x 3 SNAP:2"x3"x0.050" m DRILL&EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1"MIN. 3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN 2 x 4 SNAP:2"x4"x0.045" U LL HOLE, EMBED 4"'MIN W/NON-SHRINKING SIMPSON EPDXY-TIE THE FIELD. SELF MATING (SMB) R` #E ArE W (OR EQUAL)TYP.ALL LOCATIONS. 4.WHERE PAVERS ARE UNDER ALUMINUM MEMBERS,CONTRACTOR 4.WHEN INSTALLING 4"CONCRETE SLAB-ADD ADJACENT TO SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI 2 x 4 SMB:2"x4"x0.044"x0.100" C!V QFZ 'H O EXISTING-DOWELL INTO EXISTING CONCRETE 48"O/C W/8"#5 GROUT WITH BONDING AGENT. 2 x 5 SMB:2"x5"x0.050"x0.100" REBARS-DRILL 314"HOLE 4"EMBEDMENT-EPDXY W/ 2 x 6 SMB:2"x6"x0.050"x0.120" EXA�� U 5. INTEGRITY OF EXISTING/HOST STRUCTURE SHALL NOT BE (�(E �, C9 NON-SHRINKING"SIMPSON EPDXY TIE"(OR EQUAL). COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED 2 x 7 SMB:2 x7'x0.057 x0.120 p Q w STRUCTURE. 2 x 8 SMB:2"x8"x0.072"x0.124" o m o 5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE 6.ALL 2X4&GREATER ARE TO BE SMB UNLESS OTHERWISE INDICATED. 2 x 9 SMB:2"x9"x0.082"x0.124" NOTED. 2 x 10 SMB:2"xlO"xO.O92"xO.398" 0 O 0 < RESPONSIBILITIES: NOTE:AS INDICATED ABOVE ALL o 1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED MEMBER PROFILES ARE INDICATED z o0 CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING IN INCHES. DESIGN DATE: 03/22/2019 CODES, LOCAL ORDANANCES,AND THE ENGINEER SHALL REVISION 1: DATE BE NOTIFIED OF ANY DISCREPANCIES. PAGE REVISION 2: DATE SCALE: NTS J J G t,i90 < `ifl n t �� -�cw U` O <J W Z N Z Fmk Zt r <� W ^ < LL. M _pJ G z • I Y?r Q (1) o. ) O l U}�� `x'W 2 ZrdO �W < Q W ',. 1y�O < 4•�� y�W �y m u) RW W - L ` •. <V a "R Q � v Nt�`A<p 4p I pp <1� 3. — ____• ,0S•LS (W'Qd) M „Z£,5£.zo S i i {) - F• 'Wat Z OC d' aN Cwc�;.�.'Vi ra aO y .- .�``a "O. w� �tI) <W �2Fw »N pz �a.W vw a CO • : ( W < W � ¢i 19 p � ' � ' o Q � � o �-- r 3' ao`° vim' �O aY m m =O O N ra Q o W W t7S o w ' o g O E� Z w t7f � v CV ci> 4r m U < .. i. K S.x zr, � w $ et .? p N � s it Q a < N. � N W 1_— rp„ U rK . ao CO El .001 O O Z Q�rct-L� o K o Q. W yNj O n}. Z d "!'� . _+ T a ul $� o�)I Nora o 0z ! d :-f4• do- _ a 4 m _ z p N pp= • xivr• .�0S`LS Wed s:,. N .s • . w a j N g Z < m c sr O a ro = Li g u . Oa o w Z }� 0 1.33el1S ova' Li.. O F a UZZ a ��b�l1NOObM ° a ' WO '.C 0r m � . LL �+ O1 a O y� m a VF- JN $ dop�pee 1�9e0 E- �m my�{Q� aQN ��(i��W> >� a