Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
RC-15-1262 (2)
Department of Regulatory and Economic Resources Miami -Dade County Plan Review Summary Process Number: M2015013331 FINAL CORE REVIEW DATE: 8/18/2015 OVERALL STATUS: Overall Disapproval PROJECT DETAILS: CONTACT DETAILS: FOLIO: 11-2232-028-0520 NAME: JULIAN CARDONA ADDRESS: 1050 NE 107 ST, , FL EMAIL: PERMIT TYPE DESC.: INTERIOR REMODELING PHONE #: 7865399008 DISAPPROVAL CODES: Disapproval Code 01: 0301 - Tree permit required. See application at Miamidade.gov/derm/library/permits/tree_removal_pack TASK REVIEWED BY STATUS DATE STATUS Initial Core Review Gicela Izquierdo 08/14/2015 Reviewed Comments: PERMIT FOR A REMODELING. NO INCREASE IN WATER FLOW WITH THIS PROJECT. LOCATION OF SEPTIC TANK IS SHOWN ON PLANS. TREES Review Agustin Socarras 08/18/2015 Disapproved Comments: 8/18/2015: New driveway layout. Our aerial historic records indicate the presence (currently or in the .' past) of tree resources near the work area. Please clarify the information as follows: IF YOU DO NOT NEED TO REMOVE TREES: 1. On SITE PLAN, show trees within twenty feet (20 feet) of ANY type of construction, including driveways, septic tanks, fences, pipes, buildings, construction roads etc. 2. Show distance from these trees to construction. 3. Label the trees as existing to remain. 4. On SITE PLAN show 6-8 feet barriers around trees less than 18 inches in diameter and show 10-12 feet barriers around trees 18 inches in diameter or greater. [If trees are too close to construction for proper sized barriers, please contact our office at (786) 315-2800.] 5. We MAY need to see pictures of the site or the downtown office may have to do an inspection to be sure that no trees will be damaged by the construction. IF YOU NEED TO REMOVE OR RELOCATE TREES: Permit applications are processed by the Tree Program. The following items must be submitted to apply for a permit: 1. Filled out TREE REMOVAL/RELOCATION application form (form attached to the plans). 2. Application fee (check or credit card). 3. Two copies of site plan showing all trees. Please mark the trees to be removed/relocated. If there are more than 10 trees on -site, you need to provide two copies of a tree survey. Pictures: a. Show diameter of trees at chest height. b. Take pictures close enough to see the individual leaves and bark type and take pictures of the entire tree. c. The pictures must show a landmark in the background so that the site can be identified: a house number; a street sign; a building. If the pictures are not good enough the downtown office may have to do an inspection. d. Contact: Lazaro Quintino at 305-372-6574 Final Core Review Gicela Izquierdo 08/18/2015 Overall Disapproval Comments: 2015-WDU-PR-14180: project does not result in a flow increase. Please do not hesitate to email me with any question(s) you may have regarding the review comments for this project. While I may not respond immediately to your email, because I may be assisting another customer at the time I receive your email, I will reply within 24 hours of receiving your email unless I am out of the office. My email address and that of my direct supervisor are as follows: My Email: izquig@miamidade.gov TREE COMMENTS1 ;CHANGES NEEDED FOR NATURAL_ RESOURCES APPROVALI (All changes must be mechanically reproduced) DATE OF NOTICE: Our aerial historic records indicate the presence (currently or in the past) of tree resources. Please clarify the information as follows: IF YOU DO NOT NEED TO REMOVE TREES: 1. On SITE PLAN, show trees within twenty feet (20') of ANY type of construction, including driveways, septic tanks, fences, pipes, buildings, construction roads etc. 2. Show distance from these trees to construction. 3. Label the trees as existing to remain. 4. On SITE PLAN show 6-8' barriers around trees less than 18 inches in diameter at breast height* (DBH) and show 10-12' barriers around trees 18 inches in diameter at breast height or greater. [If trees are too close to construction for proper sized barriers, please contact our office—(786) 315-2800.] *18 inches in diameter at breast height is the same as 56.5 inches in circumference. 5. We MAY need to see pictures of the site or the downtown office may have to do an inspection to be sure that no trees will be damaged by the construction. IF YOU NEED TO REMOVE OR RELOCATE TREES: Permit applications are processed by the Tree Program. The following items must be submitted to apply for a permit: 1. Filled out TREE REMOVAL/RELOCATION application form. • • • 2. Application fee (check or credit card). Please find the Fee Schedule•on • The Application Package. 3. Two copies of site plan showing all trees. Please mark the trees to• We • removed/relocated. If there are more than 10 trees on -site, you neecj lq. •. provide two copies of a tree survey. .. •.. • ... • . • 0000 • .. . • . . . • .. . .. • • • • •• .. . • . . .. . • TREE PROGRAM: • 701 NW 1st COURT, 7th floor. (305) 372-6600, ext. S . . • • : WALK-THRU FROM 8:00 a.m. TO 12:00 p.m. EVENING HOURS BY APPOINTMENT ONLY • • • ... • . . . • • REVIEWER: PHONE: (786) 315-2800 • .• Tree PerrTnit Application Tree Permitting Program 701 N.W. 1 Court, 6th floor Miami, Florida 33136 T (305) 372-6574 F (305) 372-6479 MIAMI•QADE111 COUNTY COUtSTY Date Received: r S Received By: FOR DEPARTMENTAL USE ONLY , . Updated 10/12 Application Number: „Applications Fee (other fees may be; applicable): Application Type: 0 Removal 0 Relocation 0 Removal & Relocation ['Modification 0 Extension After -the -Fact: ['Yes 0 No Application must be filled out in its entirety. Please indicate N/A for non -applicable fields. 1. Applicant Information: Name: Address: Phone #: Email: • This should be the applicant/owner's information for contact purposes. Zip Code: Fax #: 2. Applicant's Authorized Permit Agent: The name and contact information for the Agent that is authorized by the owner to process the application, furnish supplemental information relating to the application and bind the applicant to all requirements of the application/permit document. Name: Address: Phone #: Email: Zip Code: Fax #: 3. Site Location and Description where the proposed activity exists or will occur: Folio #(s): Site Address: Does intended use of the property require re -zoning or plat? ❑Yes ❑ No City or Town: 4. Current Use/Location of Trees (check all that apply): ❑Single Family ❑Multi -Family ❑Commercial ❑Business ❑Agricultural ❑Swale/Right-of-Way ❑ Other •• • • 5. Work Description:• Building permit process number (If Applicable): • • • • • • • • • • • • • • • • • Number and type of tree(s) to be removed, or relocated. Include trees affected by improper trimming or removedwihout a writ: • • • • •.•• • .• • •. .• • • .• •• • • • • Location of the tree(s) stated above: • • : : • • • •• • . • . .•• Reason for permit request: •• J • Attachments (check all that apply): (e.g. site sketch, plans etc.): 0 Tree Survey Other 0 Site Sketch ■ Plans 0 Photographs ■ Arborist Assessment ■ 1 6. IMPORTANT NOTICE TO APPLICANT: • c The written consent of the Property Owner is required for all applications to be considered complete. Your application WILL NOT BE PROCESSED unless the Property Owner consent portion of the application is completed below. You have the obligation to notify the Department in writing of any changes to information provided in this application. Application is hereby made for a Miami -Dade County tree permit to authorize the activities described herein. I agree to or affirm the following: • I possess the authority to authorize the proposed activities at the subject property, and • I am familiar with the information, data and plans contained in this application, and • To the best of my knowledge and belief, the information, data and plans submitted are true, complete and accurate, and • I am authorizing the permit agent listed in Section 2 of this application to process the application, furnish supplemental information, and bind the property owner(s) to all requirements of this application/permit document, and • I agree to provide access and allow entry to the project site to inspectors and authorized representatives of Miami -Dade County for the purpose of making the preliminary analyses of the site and to monitor permitted activities and adherence to all permit conditions. A. IF THE APPLICANT IS AN INDIVIDUAL Signature of Applicant Print Property Applicant's Name Date B. IF THE APPLICANT IS OTHER THAN AN INDIVIDUAL OR NATURAL PERSON (Examples: Corporation, Partnership, Trust, LLC, LLP, etc.) Print Name of Applicant (Enter the complete name as registered) Type (Corp, LLC, LLP, etc.) State of Registration/Incorporation Under the penalty of perjury, I certify that I have the authority to sign this application/permit document on behalf of the Property Owner, to bind the Property Owner, and if so required to authorize the issuance of a bond on behalf of the Property Owner. (If asked, you must provide proof of such authority to the Department). ***Please Note: If additional signatures are required, pursuant to your governing documents, operating agreements, or other applicable agreements or laws, you must attach additional signature pages.*** Signature of Authorized Representative Print Authorized Representative's Name Title Date C. IF THE APPLICANT IS A JOINT VENTURE Each party must sign below (If more than two members, list on attached page) •••• •••• •••• • • • • • • • •• -- . • Print Namg gf ljppflcant (E✓ateGt,Ilgi complete name as registered) Type (Corp, LLC, LLP, etc.) State of Registration/Incorporation • • • •••• Print NamgQfiplicant (E11tprttig Complete name as registered) Type (Corp, LLC, LLP, etc.) State of Registration/Incorporation • •Under thepsR.It of perjury* Pc*ertify that I have the authority to sign this application/permit document on behalf of the Property • Owner, to bind the PropertY•Oimer, and if so required to authorize the issuance of a bond on behalf of the Property Owner. (If .ke d, you rust provide fro& of such authority to the Department). ***Please Note: If additional signatures are required, • pursuant to OEd'r'IVverningrdocurrents, operating agreements, or other applicable agreements or laws, you must attach additional • • ligature tans..*** : • • • • • • • •• Signature of Authorized Representative Print Authorized Representative's Name Title Date Signature of Authorized Representative Print Authorized Representative's Name Title Date 2 7. WRITTEN CONSENT OF THE PROPERTY.OWNER FOR THE PROPOSED WORK LOCATION I/We are the fee simple owner(s) of the real property located at • Miami -Dade County, Florida, otherwise identified in the public records of Miami -Dade County as Folio No(s). . I/we am/are aware and familiar with the contents of this application for a Miami - Dade County tree permit to perform the work on the subject property, as described in this application. I/we hereby consent to the work described in this tree permit application. A. IF THE PROPERTY OWNER IS AN INDIVIDUAL Signature of Property Owner Print Property Owner's Name Date Signature of Property Owner Print Property Owner's Name Date B. IF THE PROPERTY OWNER IS OTHER THAN AN INDIVIDUAL OR NATURAL PERSON (Examples: Corporation, Partnership, Joint Venture, Trust, LLC, LLP, etc.) Print Name of Property Owner (Enter the complete name as registered) Type (Corp, LLC, LLP, etc.) State of Registration/Incorporation Address of Property Owner Under the penalty of perjury, I certify that I have the authority to sign this application/permit document on behalf of the Property Owner, to bind the Property Owner, and if so required to authorize the issuance of a bond on behalf of the Property Owner. (If asked, you must provide proof of such authority to the Department). ***Please Note: If additional signatures are required, pursuant to your governing documents, operating agreements, or other applicable agreements or laws, you must attach additional signature pages. *** Signature of Authorized Representative Print Authorized Representative's Name Title Date Signature of Authorized Representative Print Authorized Representative's Name Title Date • • • • • • • • •••• • • • •• • •• • • • • •• • • • Please Review Above Appropriate signature(s) must be included in: Box 6: either A, B or C (Owner or other Applicant) AND Box 7: either A or B (Property Owner) • • • • • • • • • • • • • •• •• • • • • • • • • •• • • •• • • •• • • • • • • • • • • • • . • • • • • • • • • • • •. • • • •• • • • • • 3 •• • • •• • • • • •• • • •• • Tree Permit Application Additional°SiRnatures Page (Please attach to:Tree Permit Application if Needed) Folio #(s): Site Address: 1. IF THE PROPERTY OWNER IS AN INDIVIDUAL Signature of Property Owner Print Name of Property Owner Date Signature of Property Owner Print Name of Property Owner Date 2. IF THE PROPERTY OWNER IS OTHER THAN AN INDIVIDUAL OR NATURAL PERSON (Examples: Corporation, Partnership, Trust, LLC, LLP, etc.) Print Name of Property Owner (Enter the complete name as registered) Type (Corp, LLC, LLP, etc.) State of Registration/Incorporation Under the penalty of perjury, we certify that we have the collective authority to sign this application/permit document on behalf of the Property Owner, to bind the Property Owner, and if so required to authorize the issuance of a bond on behalf of the Property Owner. (If asked, you must provide proof of such authority to the Department). ***Please Note: If additional signatures are required, pursuant to your governing documents, operating agreements, or other applicable agreements or laws, you must attach additional signature pages. *** I Signature Print Name Title Date Signature Print Name Title Date Signature Print Name Title Date •••• • • • •Slgnature • • • • • • • • Print Name Title Date • • •• • •• • • • •••• • •• • • • • 65°gpature • • • •••• Print Name Title Date • • • • • •••• •• • •••• a •••• • •• •••••• •••••• ••• Signature . Print Name Title Date • • • • • 1••• • • • • • • • • • •Signature • • • • • • • • • Print Name Title Date • • • • •• Signature Print Name Title Date Signature Print Name Title Date 4 RECE VE f, AUG' - .: 2015 BY: ENGINEERING & TESTING, INC. Phone: (866) 781-6889 •Fax: (866) 784-8550 wvi w.floridaengineeringandtesfing.com 250 S.W. 13th Avenue Pompano Beach, FL 33069 REPORT OF GEOTECHNICAL EXPLORATION FOR: Antonella Salvatore 5952 NE 4th Avenue Miami, FL 33137 PREPARED FOR: Proposed Swimming Pool 1050 NE 107th Street Miami Shores, FL PREPARED BY: Florida Engineering & Testing, Inc. 250 S.W. 13th Avenue Pompano Beach, Florida 33069 (954) 781-6889 ON: February 17, 2015 of gQ '1i Quality `{ A �� ✓Lssurance •••• • • • • • • • • • • • • •• • •• • • • • ••• • • •••• • • • • • • • • •• •• • • • • • • • •• •• • •• • • • • • • .• •• • • • • • .• • • • • .•• • • • • •. • • • • • • � • • • • TABLE OF CONTENTS I.) DISCLAIMER II.) COVER LETTER • SOIL STRATAS • WATER LEVELS • FOUNDATION RECOMMENDATIONS III.) STANDARD (DYNAMIC CONE) PENETRATION LOG(S) IV.) FIELD SKETCH • • • • • • • • •• •• • .• • V.) MAP OF SUBJECT SITE • • • • 1• • • VI.) GENERAL NOTES • • • • • • • • KEY CLASSIFICATIONS & SYMBOLS •••• • • ' • VII.) LIMITATIONS OF LIABILITY •••' • • ••. • • • • • • • • DISCLAIMER • • • • • • • • • • Our report findings are based on present onsite soil conditions encountered. It is imperative that you read our reports in their entirety and follow all recommendations as listed. Failure to follow our recommendations, may result in delays and additional costs due to permitting agencies (Building Department, etc.) withholding a Certificate of Occupancy for your proposed structure(s). All recommendations shall be followed in order to receive a final certification, which may include but not be limited to density testing per lift of fill material, demucking verifications, piling inspections. In addition, these reports are for foundation analysis only and shall not be used for excavating, backfilling, or pricing estimates. Please schedule us at least 24 hours in advance for all tests and inspections. If you choose to use another engineering firm for further testing and inspections, it is your responsibility to ensure that they provide you° with the proper certification in writing, as outlined in our report. ENGINEERING & TESTING, INC. Phone: (866) 781-6889 •Fax: (866) 784-8550 www.floridaengineeringandtesting.com 250 S.W. 13'h Avenue Pompano Beath, FL 33069 February 17, 2015 Job Order No.: 15-618 Antonella Salvatore 5952 NE 4th Avenue Miami, FL 33137 RE: SUBSOIL INVESTIGATION Proposed Swimming Pool 1050 NE 107th Street Miami Shores, FL Dear Ms. Salvatore; • • • • • • • •.•• • . . .. • •• . • .• .. . .... ...• .• • • • • • • •• Pursuant to your request, Florida Engineering & Testing, Inc., has completed a i nA investrigation on February 13, 2015, at the above referenced site. The purpose of our investigator was to yerify subsoil conditions relative to the proposed structure(s) foundation preparation and desitrn. .Our recommendations are based on the assumption that the proposed structure(g) atd.as follows: a •• • • ••• standard size gunite swimming pool. •• • •• One (1) SPT boring was performed according to ASTM D-1586 down to a depth of twenty-five feet (25') below existing ground level (BEGL) (see attached field sketch for locations). The following is a general condition for the subject site: Depth From To Soil Descriptions 0'0" - 3'0" Brown Fine Sand with Trace of Limerock Frags. 3'0" - 5'0" Light Brown Fine Sand with Some Limerock Frags. 5'0" - 10'0" Light Brown Limestone with Some Sand 10'0" - 13'0" Brown Fine Sand 13'0" - 18'0" Light Brown Fine Sand with Some Limestone Frags. 18'0" - 25'0" Light Brown Limestone with Some Sand Groundwater table elevation was measured immediately at the completion of the boring and was found at a depth of five feet (5'0") BEGL. Fluctuation in water levels should be anticipated due to surface runoff, tidal influences, seasonal variations, varying ground elevation, construction dewatering and pumping activities in the area. Site contractor must familiarize themselves with site conditions in the event groundwater controls and dewatering is needed. The contractor shall make sure that groundwater levels on adjacent properties are not affected by the contractors dewatering activities. Specialty groundwater contractors shall be consulted for all work below the groundwater level. •' • • • • •• iQ 1.assuranceQuality Page 2 2/17/15, Job Order No. 15-618 Antonella Salvatore Proposed Swimming Pool 1050 NE 107th Street; Miami Shores, FL: The boring log attached presents a detailed description of the soils encountered at the test location. The soil stratification shown on the boring log is based on the examination of the recovered soil samples and interpretation of the driller's field log. It indicates only the approximate boundaries between soil types. The actual transitions between adjacent soil types may be gradual. Based on our understanding of the proposed structure and the information obtained from our field boring log; we recommend the following procedures for foundation preparation: 1) Locate, dewater, and excavate pool or spa area plus two feet (2') past the outer perimeter of the structure down to pool or spa bottom elevation. •... 2) All excavations shall maintain a minimum of 2 horizontal to 1 vertical (2r1) nexi.ta ail foundations to prevent undermining of the existing foundations. If trit rCquirecl•elope recommendations cannot be maintained, then shoring of the existing fpg 1 tions nity 'be required to prevent undermining. ••• • • .• . . •... .• .. 3) Compact the excavated area with a heavy self-propelled vibratory roller ? e.:minir}xan•of 95% of the A.S.T.M. D-1557 modified proctor method. .. .. .. . . . . . • . • • 4) Backfill to proper pool bottom elevation if needed using a clean granular material piled to • • lifts not to exceed twelve inches (12") in thickness and compacted as per item;. . • • • • • • 5) Care should be taken when using vibration in case of existing structures in the vicinity of the construction area. If vibration cannot be used for compaction, static compaction may be applied. However, in this case, the compacted layers should not exceed six inches (6") in thickness. 6) All construction fill material shall be clean granular soil, free of organics or other deleterious material, and shall contain no more than ten percent fines passing a U.S. Standard No. 200 sieve (0.075mm). In order to ensure that the soils at the bottom of the pool are stabilized we recommend that a six-inch (6") layer of D.O.T. #57 stone to be placed at the bottom of the pool foundation. 7) Representative samples of the on -site and proposed fill material should be collected and tested to determine the classification and compaction characteristics. 8) Verify all densification procedures by taking an adequate number of field density tests in each layer of compacted material. This must be scheduled before steel placement. If steel is already in -place, it must be removed from all areas to be tested prior to performing densities. 9) All Geotechnical work shall be performed under the supervision of a Geotechnical Engineer or his representative. Page 3 2/17/15, Job Order No. 15-618 Antonella Salvatore Proposed Swimming Pool 1050 NE 107th Street; Miami Shores, FL: Provided the above foundation recommendations are achieved and verified; it is our opinion that the proposed structure can be designed for a shallow foundation system with a permissible soil bearing pressure not to exceed 2,000 P.S.F. Bearing capacity certification requires satisfactory completion and verification of all the above foundation recommendations. If applicable, provisions shall be made by the architect, engineer of record and contractor to address differential settlements when tying in new to existing structures. If applicable, the seawall structure should be inspected to verify the structural integrity and prevent undermining due to the piling installation or excavation operations. Regardless of the thoroughness of a Geotechnical exploration there is alwaks a'1lossibility tiiat conditions may be different from those of the test location; therefore Florida Englt� �ing &.7eseing, Inc., does not guarantee any subsoil condition surrounding the bore test hole. .4al, i..more accurate portrayal of subsurface conditions, the site contractor should perform test pits. pre•discove.y of.any ii site or subsurface conditions during construction which substantially deviate frbf'the infbrirtion in our subsoil investigation should be reported to us immediately for our evalppti„rr In a capting this report the client understands that all data from this soil boring report is intcndcd.for foundation analysis only and is not to be used for excavating, backfilling, or pricing estimates. •The. site contractor must familiarize themselves with the job site conditions prior to bidding•'. • • • ••• •• • • • As mutual protection to clients, the public, and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions, or extracts from or regarding our reports is reserved pending our written approval. All work must be conducted under the supervision of our Geotechnical engineer. All work shall be conducted in compliance with the Florida Building Code FBC and OSHA workers protection rules and all applicable Federal, State, County and City rules and Regulations. Florida Engineering & Testing, Inc., appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. We would be pleased to help any way we can. It has been a pleasure working with you and look forward to doing so in the near future. Sincerely, 2 Reza Javidan, P.E. Florida Engineering & Testing, Inc. Florida Reg. No. 60223 Certificate of Authorization No. 6923 • • • • • SPY Test [Boring Report Client: Antonella Salvatore Project: Proposed Swimming Pool Address: 150 NE 107th Street Miami Shores, FL Location: Hole No: B-1 Date: 2/13/15 See Attached Field Sketch Depth (Ft) Soil Descriptions Hammer Blows N Penetration "N" Value 10 20 30 40 _ _ _ _ _ - _ 0'-3' Brown Fine Sand with Trace of Limerock Fragments 1 1 2 3 3 3 4 3 3 7 3'-5' Light Brown Fine Sand with Some Limerock Fragments 4 3 5 5 8 •••• 5'-10' Light Brown Limestone with Some Sand 6 5 5 5 10 . •• • •• •0• , 1110 • ' •••i' •• _� • . 7 6 810 14 1•••' 1. •: , • i• '•.' . —10 — — — — — 10'-13' Brown Fine Sand -- -- -- -- - A 1... • ••• • ••., • . PI• 01 • : .. . . 13'-18' Light Brown Fine Sand with Some Limestone Fragments 10 12 15 11 27 • • 1 • • • • - .... �.. • -- -- : 18'-25' Light Brown Limestone with Some Sand 8 6 14 20 — — — 5 7 10 12 17 30 Water Level: 5'0" BEGL As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our tkritten approval. A = Auger Ref = Refusal BEGL= Below Existing Ground Level 0 = Weight of Hammer Reza Javidan, P.E. Florida Engineering & Testing, Inc. Florida Reg. No. 60223 Certificate of Authorization No. 6923 LOT 21 FLOCK 4 Ft.UI) t /2* u /MN FEE NO10 el kAUIUSI 25.UU' DELTA=7.5`51'2C" ARC=32.J9' TAN=19.3W GRAPHIC SCALE 103.58'; ►, ETA.1.:xEO ON SANG FOJNo ;/?' r+oN PIK '+' NO IL s[TN `�FOIPND 5 .0 1HEADt• .. - . • <` a. IFTILtiY • SET 1/r..,5 .to-oN RCM; YAftES - IRON ROO _.HQ Q5 03635-... a/s 5..23' .,i-- 0 67 LOT 1 BLOCK 4 FENCE 0.4'S FGur:L OKA •Fil-E nv u Field Sketch - Not to Scale Proposed Pool 1050 NE 107th Street Miami Shores, FL • • • • • .... • • • • • Print - Maps Page 1 of 1 101 bing Maps 1050 NE 107th St, Miami Shores, FL 33161 Antonella Salvatore Proposed Pool On the Use m.bing.com to finci maps. reCtcnS. busineSseS, and inC:f rn CO 101, bing z rn , • Carol Cit .-":" • Bunihp Park. : . pp971_ork:a I Bgri-larbOr;'..,.;41 ; _ ,„ ;,4 Biscaynr f !•--': - - -1-.i.- ' i; Miami Shc, ' -; Y. ';' ';-'; ; 11 ;;; -1.; El loFta1;, . ! •,, -:,-.4- I • , ,; , ;:,. ; ; * ..,,i. , _ •:;.. .i.,.^ . L..,J,,s al 1_1, , ., ,,-.0_..,, ,,, pi741, -4. ...4k,-.-,...•, .. ---- f. .,.., -i. .... •. . g.-.. ,•- .1•-.4.....;,),„. i --,...1 • _E... .;• 1, :._..- tt, ..i • E. j4, „., .,,,,,..,',,, - - , i, ;tikr,iiti4 ;%;41,17;e(20151Ai,:ra•Soff,COrei.=7-Vri NE 113th St NE 113th St z rn NE 109th St z aAV Wt. 3N NE 110th -Terrace 4."' NE 109th St 2 vn 0 z rn z rn Zrn tt, NE. 105th $t NE 111th St am/ tnzt 3N 7 rn NE 110th Ct • • •ts • • • • • • . Foci S� NE 108th St .44,:wenk • NE 104th St eilv Kmart -1-;';; ';',; :'''::1; •.-s-,I.P.--.'4'7.;frlirl3/ NE 102nci ...;;',''-' r .:•; -:-.. -'4'' ' ,e.F.,, 7'-Q: '.:l;.,,.,,,...- • __ .•-4....f•tt-..,:.,:,:_- ...r NE 101st St rviiami Shores Countryu _ ..c............,,,14f 4":°;;,.J ::, 7,,, • -;_.. ....; --.,T, _,1 , ..„ , . - _ r.:;:4:ft Corc,4w;c"7'31514.;:'k'l • • • 47;1; • • • • • • • • • • • • • • eurin! Ceneda BageAs &Comps; • • • • • • • • • • • • Sear.vori • • .• • ; • • • • • • • . ; • • •• • • • • • •4•:,4 • • • • •T1 t).3•ir ••s. Gefaela;d • In foirmatk,n NE 105-th St SI NE 104th NE • • • • • • ; • I • • • http://www.bing.com/maps/print.aspx?mkt=en-us&z=16&s=r&cp=25.874016,-80.175911... 2/17/2015 FLO A Sands Silts Clay GENERAL NOTES • Soil boring(s) on unmarked vacant property or existing structure(s) to be demolished should be considered preliminary with further boring(s) to be performed after building pad(s) are staked out. • As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. • It is not our field inspector's responsibility to supervise, schedule, or stop any phase of the project. His/her responsibility is limited by the duties stated in the contract. • It is the client's responsibility to provide adequate safety for the site and personnel. KEY CLASSIFICATIONS & SYMBOLS Correlation of Penetration Resistance with Relative Density and Consistency Dynamic Cone Standard Penetrometer Penetration Relative (Penetrometer (Hammer Density Resistance) Blows) 0 - 10 0 - 3 Very Loose 10 - 25 3 - 8 Loose 25 - 45 8 - 15 Firm ti 45 - 75 15 - 25 Very Firm 75 -120 25 - 40 Dense > 120 > 40 Very Dense 0 - 6 0 - 2 Very Soft 6 - 15 2 - 5 Soft 15 - 30 5 - 10 Firm 30 - 45 10 -15 Stiff 45 - 90 15 - 30 Very Stiff 90 -150 30 - 50 Hard Soft Medium Moderately Hard Hard Very Hard Particle Size Boulder > 12in Cobble 3 - 12in Gravel 4.76mm - 3in Sand 0.074mm - 4.'16vvn Silt $.005vm - 0..974mm Clay <'e.005mm • • • • • • 0-5% 5-30% 30-50% 0- 2% 2- 5% 5 - 10% 10-15% 15-30% >30% Rock Hardness Description .... Modie'rs .. • • .. . •• . • • •• .. . Slightly Silty/Llavby 41trhglayey . Very Silty/gm/ • • • • . Very Slight alra>'rl;: Slight Trace • • Trace Little Some With Rock core crumbles when handled. Can break core with your hands. Thin edges of rock core can be broken with fingers. Thin edges of rock core cannot be broken with fingers. Rock core rings when struck with a hammer. LIMITATIONS OF LIABILITY WARRANTY We warrant that the services performed by Florida Engineering and Testing, Inc., are conducted in a manner consistent with the level of skill and care ordinarily exercised by members of the profession currently practicing under similar conditions. No other warranties, expressed or implied, are made. While the services of Florida Engineering & Testing, Inc., are an integral and valuable part of the design and construction process, we do not warrant, guarantee, or insure the quality or completeness of services or satisfactory performance provided by other members of the construction process and/or the construction plans and specifications which we have not prepared, nor the ultimate performance of building site materials. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending • our written approval. 'SUBSURFACE EXPLORATION Subsurface exploration is normally accomplished by tcst borings. The soil boring log includes sampling information, description of the materials recovered, approximate depths of boundaries between soil and rock strata and groundwater data. The log represents conditions specifically at the location and time the boring was made. The boundaries between different soil strata are indicated at specific depths; however, these depths are in fact approximate and dependent upon the frequency of sampling. The transitions between soil stratum are often gradual. Water level readings are made at the time the boring was performed and can change with time, precipitation, canal levels, local well drawdown, and other factors. Regardless of the thoroughness of a Geotechnical exploration there is always a possibility that conditions may be different from those of the test locations; therefore Florida Engineering & Testing, Inc., does not guarantee any subsoil condition surrounding the bore test holes. For a more accurate portrayal of subsurface conditions, the site contractor should perform tests pits. If different conditions are encountered, Florida Engineering & Testing, Inc., shall be notified to review the fmdings and make any recommendations as needed. LABORATORY AND FIELD TESTS Tests are performed in accordance with specific ASTM Standards unless otherwise indicated. All criteria included in a given ASTM Standard are not always required and performed. Each tcst report indicates the measurements and determinations actually made. FLO�.Ib4�A ANALYSIS AND RECOMMENDATIONS The Geotechnical report is prepared primarily to aid in the design of site work and structural foundations. Although the information in the report is expected to be sufficient for these purposes, it is not intended to determine the cost of construction or to stand alone as construction specifications. in accepting this report the client understands that all data from the soil boring is intended for foundation analysis only and is not to be used for excavating, backfilling or pricing estimates. The site contractor must familiarize themselves with the job site conditions. Report recommendations are based primarily on data from test borings made at the locations shown on the test boring reports. Soil variations may exist between borings and may not become evident until construction. If variations are then noted, Florida Engineering & Testing, Inc., should be contacted so that field conditions can be examined and recommendations revised if necessary. The Geotechnical report states our understanding as to the location, dimensions, and structural features proposed of the site. Any significant changes in the nature, design, or location of the site improvements must be j t?t Mpnicated to Florida Engineering & Testint, Ine',,.so that thh'Qeotechniedl • ; • analysis, conclusions, and "recemmenrjd'ttgrt. can be• • appropriately adjusted. " ' • • • • • • • .. • • CONSTRUCTION•( SERV:AiwiNS Construction observation andte'stiog is an it po'rta it elenjiJ,.. of Geotechnical services. The.Gactachnical Engineer's Field.' Representative (Field Rep.) is tfie :owne>:s representatit'.;. observing the work of the contractor, performing tests, and reporting data from such tests and observations. Vic": Geotechnical Engineer's Field Representatieve•does not direct the contractor's construction means, methods, operations, or personnel. The Field Rep. does not interfere with the relationship between the owner and the contractor, and except as an observer, does not become a substitute owner on site. The Field Rep. is only collecting data for our Engineer to review. • • The Field Rep. is responsible for his/her safety only, but has no responsibility for the safety of other personnel and/or the general public at the site. If the Field Rep. does not feel that the site is offering a safe environment for him/her, the Field Rep. will stop his/her observation/ testing until he/she deems the site is safe. The Field Rep. is an important member of a team whose responsibility is to observe the test and work being done and report to the owner whether that work is being carried out in general conformance with the plans and specifications. % t. Response to Miami Shores Village Building Department Comments Aug 07, 2015 Re: PRIVATE RESIDENCE 1050 NE 107 ST Process Number: - RC15-1262 PLUMBING Reviewed By: Osvaldo Diaz Comment 1 FBC107.2 Provide code section reference Type of construction Level of alteration And occupancy use See Applicable drawing: P-03 Page 1 of 6 Comment 2 FBCR P2708.3 Shower control valves. Individual shower and tub/shower combination valves shall be equipped with control valves of the pressure — balance / thermostatic — mixing valve types with a high limit stop in accordance with ASSE 1016 or CSA B125. The high limit stop shall be set to limit water temperature to a maximum of 120F (49C). In line thermostatic valves shall not be used in compliance with this section. Applicable drawing: P-3 Comment 3 FBC107.1 Health department approval required for onsite sewage disposal Response Health department approval stamp is in process. This will be submitted to MS Village Building Department as soon as approval is granted STRUCTURE Reviewed By: Mehdi Ashraf Comment 1 This is a level 3 alteration for structures. Please demonstrate that the roof, walls, footings, beams, columns and doors / windows comply with FBC 2014 Applicable drawings: S-12 Response This is a level 3 alteration under 30%. Attached please find letter. • . • • • •.•. •••••• ••••.. •••• ••••.. •.•• •• •• . • • • •• • • •• • • • • •• •. • 000000 . • •••••. • . •••••• • • .••• • . • • •• •• ••••.• • • • • • • • • • • •• • • . •••••• • •••••• • • Re: PRIVATE RESIDENCE 1050 NE 107 ST Page 2 of 6 Process Number: - RC15-1262 Comment 2 Where walls are being demolished specify shoring Response We've added shoring details. Please see revised sheets. Comment 3 Provide special inspector forms for masonry, soil compaction and steel connections Response Attached to the submittal are the forms in triplicate. Comment 4 On the elevations (S-13) specify sizes and NOA of doors and windows Applicable drawings: A-4.0 Response See architectural drawings for window schedule. NOAs provided with submission to Revision No.1 Comment 5 Please make sure all the code references are in accordance with FBC 2014 and those standards are used in the structural calculations. (this is a preliminary review. complete review after comment 1 is addressed) Response FBC 2014 is not applicable to this project which was submitted on May 20th 2015. The project is in accordance to FBC 2010. BUILDING Reviewed By: Ismael Naranjo Comment 1 Provide a code legend. Code in effect, level of alteration, construction type use and occupancy Applicable drawings: A-1.0 Response Building analysis providing requested information has been added to plan$4% requested• • • ••.. ..•. •••... • . •••• •..... . • .. .. •• • • • • •• • ••.•.• • • • •.•... • . •• . ••••.. • •. • • • •• •.•.. •. . • . .•.•• ALg 07 2015• ..... • . . • •. • • • •..... ..... Re: PRIVATE RESIDENCE 1050 NE 107 ST Page 3 of 6 Process Number: - RC15-1262 Comment 2 Reflect the location of all utilities servicing the building. Applicable drawings: Survey / Site Plan A-0.1 Response Locations of utilities are identified on site plan as requested based on owner provided survey. Comment 3 Is the raised deck east of the pool part of this permit? provide details and specifications Applicable drawings: A-1.0 I A-3.1 & S-2 Response Yes it is part of this permit. Concrete deck cladded in stone Comment 4 The scope of work reflected on this plans constitutes a level 3 alteration. Level 3 alterations should comply with chapter 10 of the 2010 FBC existing building Applicable drawings: A-1.0 Response Alteration level and applicable code references will be provided on building analysis table on above referenced sheet. Comment 5 R311.3.1 Floor elevations at the required egress doors Landings or floor at the required egress shall not be more than 1-1/2 inches lower than the top of threshold. Applicable drawings: A-1.0, A-2.0 & A- 3.1 Response Threshold details will be revised to implement this requirement Comment 6 Provide a window schedule with the specifications for all openings Applicable drawings: A-4.0. •.•. Response .... Windows sizes and types as per previously submitted drawings street A 4.0• See schedule NOA information. •.• •• • ••.••. • • 000000 . . .. .. •.•... • •..... • • • • . • •• ••••. • •••.•• • •• .•.•• •• • • • • •.•.. A11g 07, 2015...... • . . •• • • • • ••.... Re: PRIVATE RESIDENCE 1050 NE 107 ST Page 4 of 6 Process Number: - RC15-1262 Comment 7 Sheet A-1.0 Powder room (002). According to the door schedule on sheet A-4.0 door 002 is a 36" door. The dimension for the opening on the floor plan is 2'10.5" Applicable drawings: A1.0 - A4.0 Response Door size has been revised and coordinated in drawings. Comment 8 Reflect the clear floor space for all fixtures Applicable drawings: A1.0 Response Clear floor space for all fixtures reflected on floor plans as requested. See diagrams and dimensions in all bathrooms. Comment 9 R311.6 Hallways. The minimum width of a hallway shall be not Tess than 3 feet Applicable drawings: A-1.0 Response All hallways are in compliance with this requirement Comment 10 Provide interior finish schedule Applicable drawings: A4.0 Response Interior finish schedule provided Comment 11 Provide the location and size of the emergency roof scuppers Applicable drawings: A-2.1 Response Emergency roof scuppers will be shown on roof plan as requested Detail of main scupper and emergency overflows will be provided for clarity• • . • • . •• • • • • • • • • ••.••. • • • • • • • • • •• • • • • •• • • • • - ••.••• • • •.•.•• • • • • • • • • •••• ...••. •• •• • • . • • • • • •• • • • • •• ••••• •• •••••ittg87,2015.•.•.• •••• • • • • . •• . . • 000000000000 • • - _ • Re: PRIVATE RESIDENCE 1050 NE 107 ST Page 5 of 6 Process Number: - RC15-1262 Comment 12 Provide details and specifications for the new roof system Applicable drawings: A-2.1 Response Detail and specification for the new roof system will be provided on roof plan sheet as requested. Comment 13 Sheet S-1. This is a level 3 alteration. Need to comply with section 807.1 General. Where buildings are undergoing level 3 alterations including structural alterations, the provisions of this section shall apply Applicable drawings: Structural general notes Response This is a level 3 under 30% alteration, as per analysis sheet A-1.0 Sturcutal sheets reflect the same infomration Comment 14 Sheet S-2. Do not delegate soil conditions to the G.C. Provide soil investigation report and recommendations Applicable drawings: S-2 Response Note on sheet will be revised, soil report will be provided Comment 15 Wood structural walls not allowed on the outside of the building in Miami shores village. Applicable drawings: S-9 Response Proposed wood structural wall on sheet S-9 is an interior condition. A note will be added to sheet for clarity. Comment 16 Health department, DERM, Impact fee approval required. Response DERM approval is inprocess. This will be submitted to MS Village Buildin • PP • •9• •9•. .•••.• Department as soon as approval is granted • • • • • • • . • •••••• • •• •• 000000 • • •••••• • • • • • • •• ••••• • •• • • • .• C••••• Am. 0, 201-i••••• •••••• • • • • •• • • • • • ••• ••••••• •• • • - _ _ _ • • • •• •• • r Re: PRIVATE RESIDENCE 1050 NE 107 ST Page 6 of 6 Process Number: - RC15-1262 • • • • • •• • •••••• • •••••• • • •••••• • • •• •• •••••• • • • • • • • • • • .•• • • • • • • •••••• •• • • • • • • •• • • •••••• • • • • • • • • • •• ••••• •• • • • ••••• • •07, 201$,••••• • •• • • • •••••• •••••• • 4 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Perfo man a Method Project Name: 1050 NE 107 ST Builder Name: Street: 1050 NE 107 ST Permit Office: City, State, Zip: MIAMI SHORES , FL , 33161- Permit Number: Owner: Jurisdiction: 232600 Design Location: FL, Miami ,iLJ 1 Li IJ v- 1. New construction or existing New (From Plans) 9. Wall Types (2599.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=4.1 1388.30 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 854.33 ft2 3. Number of units, if multiple family 1 c. Interior Wall, Interior R=4.1 357.00 ft2 4. Number -of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (2235.0 sqft.) a. Under Attic (Vented) Insulation Area R=30.0 2235.00 ft2 6. Conditioned floor area above grade (ft2) 2235 b. N/A R= ft2 • • Conditioned floor area below grade (ft2) 0 c. N/A • • R= • • • • • • ft2 11. Ducts • • • R fA 7. Windows (418.5 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic •' • • • ••• •• •• 6 300 •• • a. U-Factor: Sgl, U=0.89 418.50 ft2 b. Sup: Attic, Ret: Attic, AH: Attic* • • • • 6 100 SHGC: H =0.50 • • . b. U-Factor: N/A ft2 12. Cooling systems • . • • • • kBtu/lu .Efficiency • SHGC: a. Central Unit "' ...• b. Central Unit 3$5 •S01:19.50• • • • • 1gQ.SEF•R:16.0Q.: c. U-Factor: N/A ft2 . . •. • • SHGC: 13. Heating systems .. .. kBtu/hr •tfficiency . d. U-Factor:- N/A ft2 a. Electric Strip Heat . . • 24.6• COP:1.00 • • SHGC: b. Electric Strip Heat • • ; p.4. OP:1.00 Area Weighted -Average Overhang Depth: 2.000 ft. • • . • • • Area Weighted Average SHGC: 0.500 14.Hotwaters systems •• • • ••• • • .•.•. 8. Flod t' es (2235.0 sqft.) Insulation Area a. Slab;.On-Grade Edge Insulation R=0.0 2235.00 ft2 b. N/A R= ft2 a. Electric b. Conservation features None F.ap: 80 gallons.." EF: 0.920 c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.187 Total Proposed Modified Loads: 53.30 PASS `��\��i�l/ti�,rd Reference Loads: 67.55 I hereby certify that the p13 �$ ifications Coviir y this calculation are in cornl2li loth t� a e Review of the plans and specifications covered by this r'• ,01E SrA •.., v:~:+ ,., Code. = � _ calculation indicates compliance ;� to ; �,, °' �`, � .'" , with the Florida Energy Code. r,, ', ; ,4� O ?. PREPARED BY. Before construction is completed:=-,- this building will be inspected for DATE s /'s' �� a c9 a 1 /�j �`•.- FIFO ,.• �� I herebycertifythat this buildi +- i �m liance with the Florida EnergyCode.�/ ���` compliance with Section 553.908 Floridap Statutes. .... , : ' •' . `Y. COD wi IS"V• OWNER/AGENT• BUILDING OFFICIAL' DATE. DATE. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist REC EJV! MAY 2.7 2015 BY: 4/21/2015 2:29 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Softwar Page 1 of 6 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 1050 NE 107 ST Bedrooms: 3 User Conditioned Area: 2235 Total Stories: 1 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: 232600 Whole House Fan: Single-family New (From Plans) Address Type: Lot # S'l ' Block/SubD vision: PlatBook: Street: ' I. County: City, State, Zip: , Street Address s , i , 1050 NE 107 ST Miami -Dade MIAMI SHORES , FL , ) r' 33161� CLIMATE V Design Location TMY SiteIECC Design Temp Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS • • • • •••. • Number Name Area Volume • ' ' • • 1 2 Blockl 1600 16000 Block2 635 5080 • •••• .••••. • • •• • • • • •••• • • SPACES Number Name Area Volume Kitchen Occupants Bedrooms Info ID • einishec� fooled • • tpdtgd 1 - 2 Main 1600 16000 Yes 8 Master Bedroom 635 5080 No 2 2 1 1 : **Yes •• • 1 Yes • Yes :. yes • • • • •. • • Yes Yes FLOORS ✓ # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulation Main 205 ft 0 -On -Grade Edge Insulation Master Bedroom 110 ft 0 1600 ft2 635 ft2 ---- -_-_ 0 0 1 0 0 1 2 Slab ROOF / V # Roof Gable Roof Type Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 2303 ft2 0 ft2 Medium 0.65 No 0.9 No 0 14 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2235 ft2 N Y 4/21 /2015 2:29 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING V# Ceiling Type Space R-Value Area Framing Frac Truss Type 1 2 Under Attic (Vented) Main 30 Under Attic (Vented) Master Bedroom 30 1600 ft2 635 ft2 0.11 0.11 Wood Wood WALLS V # Ornt Adjacent Cavity Width To wall Type Space R-value Ft In Height Ft In Sheathing Framing Solar Area R-Value Fraction Abcor Below Grade% 1 N E S W W N S E N Exterior Concrete Block - Ext Insul Main 4.1 49 10 Exterior Concrete Block - Ext Insul Main 4.1 11 Exterior Concrete Block - Ext Insul Main 4.1 50 0 Exterior Concrete Block - Ext Insul Main 4.1 28 0 Exterior Concrete Block - Int InstMaster Bedroo4.09999 12 8 Exterior Concrete Block - Int Insul Main 4.09999 26 6 Exterior Concrete Block - Int Inst141aster Bedroo4.09999 27 Exterior Concrete Block - Int InstltAaster Bedroo4.09999 29 8 Main Interior Wall Master Bedroo4.09999 42 10 10 10 0 10 0 8 6 10 8 6 8 6 8 6 498.3 ft2 0 110.0 ft2 0 500.0 ft2 0 280.0 ft2 0 107.7 ft2 265.0 ft2 229.5 ft2 252.2 ft2 357.0 ft2 • ...0 : 0 0.65 0 0.65 0 0.65 0 0.65 0 0.75 0 0.75 0 0.75 C • • 0.75 0. • •. 0.75 • . • 0 0 0 0 0 0 0 0 .1) • 2 3 4 5 6 7 8 9 DOORS • • V# Ornt Door Type Space Storms U-Value Wlctill • • Ft In t1e1 . • Ft In Arwa.. • • 1 N Insulated Main None .4 ..•••• 3 •. • •2 • ••• • 6 •.1 •..•_ 21.4 4t; • • WINDOWS Orientation shown is the entered, Proposed orientation. • • • • • • . • • / - V # Wall Ornt ID Frame Panes NFRC U-Factor SHGC Area Overhang • Depth Separation • • • • In?Shade • • Screening 1 2 3 4 5 6 7 8 9 10 11 12 13 N 1 Metal Single (Clear) Yes 0.89 0.5 N 1 Metal Single (Clear) Yes 0.89 0.5 N 1 Metal Single (Clear) Yes 0.89 0.5 N 6 Metal Single (Clear) Yes 0.89 0.5 N 6 Metal Single (Clear) Yes 0.89 0.5 E 2 Metal Single (Clear) Yes 0.89 0.5 E 8 Metal Single (Clear) Yes 0.89 0.5 S 3 Metal Single (Clear) Yes 0.89 0.5 S 3 Metal Single (Clear) Yes 0.89 0.5 W 4 Metal Single (Clear) Yes 0.89 0.5 W 4 Metal Single (Clear) Yes 0.89 0.5 S 7 Metal Single (Clear) Yes 0.89 0.5 W 5 Metal Single (Clear) Yes 0.89 0.5 10.6 ft2 26.7 ft2 44.3 ft2 8.6 ft2 31.7 ft2 28.6 ft2 12.7 ft2 30.1 ft2 136.1 ft2 3.9 ft2 30.6 ft2 27.2 ft2 27.5 ft2 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds None None None None None None None None None None None None None 4/21/2015 2:29 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Best Guess .0005 2931.2 160.92 302.63 .345 8.3431 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP: 1 24.56 kBtu/hr 1 sys#1 2 Electric Strip Heat None COP: 1 16.37 kBtu/hr 2 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 19.5 39.5 kBtu/hr 1185 cfm 0.75 1 sys#1 2 Central Unit None SEER: 16 18 kBtu/hr 540 cfm 0.75 2 sys#2 HOT WATER SYSTEM '.... • # System Type SubType Location EF Cap Use SetPnt egrebrJ tion .... 1 Electric None Main 0.92 80 gal 60 gal 120 deg None • • SOLAR HOT WATER SYSTEM • • • • • • • FSEC OUleoter Storage• •• • Cert # Company Name System Model # Collector Model # *Area • • Volume FEF • None None . ft2 . • . . . . :•;-: DUCTS • V_ ---- Supply --- Return Air CFM 25 CFM25 HVAC # # Location R Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 300 ft2 Attic 50 ft2 Default Leakage Attic (Default) c(Default) c 1 1 2 Attic 6 100 ft2 Attic 25 ft2 Default Leakage Attic (Default) c(Default) c 2 2 TEMPERATURES Programable Cooling HeatingX Ventin Thermostat: Jan Jan Jan Y Feb X Feb Feb Mar X Mar 'X Mar Ceiling A r A r X Apr Fans: Ma Ma i I May Jun Jun [' Jun Jul Jul [� Jul Au Au I I Aug Se Se Sep Oct Oct X Oct Nov X Nov X Nov Dec X Dec Dec 4/21/2015 2:29 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (W EH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 • .•• • • • . • • • • • . . • .• • • ••. • .. • • • • • • • • • .. . • • • • • • • • • • •. ... • • • •• •• •• . • • • • • • • • • • • .• • • •.• • • • • � • . 4/21/2015 2:29 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 1050 NE 107 ST MIAMI SHORES, FL, 33161- PERMIT #: MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. •• • • • V Thermostat & controls 403.1 At least one thermostat shall be provided for each separate heating• • • • and cooling system. Where forced -air furnace is primgrmstem, -• • programmable thermostat is required. Heat pumps with'slflemental' electric heat must prevent supplemental heat when corns essor ca i . '. •••• • •• meet the load. •_•_• • • • • • •• •. ' • Ducts - 403.2.2 403.3.3 . • All ducts, air handlers, filter boxes and building cavitieswhicll form the • primary air containment passageways for air distributign systems shall. be considered ducts or plenum chambers, shall be corlstructf'd an ' sealed in accordance with Section 503.2.7.2 of this colle..'. •. . • ••. " Building framing cavities shall not be used as supply ducts. • •• ' • Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. ✓ Mechanical ventilation 403.5 Homes designed to operate at positive pressure or with mechanical ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools & Spas 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. AA Cooling/heating equipment 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. • • • • • • • • • 4/21/2015 2:29 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 6of6 1050 NE 107 ST MIAMI SHORES, FL33161- Residential System Sizing Calculation Summary Project Title: 1050 NE 107 ST 4/21/2015 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(? ft.) Temp Range(L) Humidity data: Interior RH (50%) Outdoor wet bulb (77F) Humidity difference(58gr.) Winter design temperature(MJ8 99%) 50 F Winter setpoint 70 F Winter temperature difference 20 F Summer design temperature(MJ8 99%) 90 F Summer setpoint 75 F Summer temperature difference 15 F Total heating load calculation 30000 Btuh Total cooling load calculation 52282 Btuh Submitted heating capacity % of calc Btuh Total (Electric Strip Heat) 136.4 40930 Submitted cooling capacity % of calc Btuh Sensible (SHR = 0.75) 99.4 43125 Latent 161.5.44375 Total • _ • _ 110 G .5A00 • a WINTER CALCULATIONS inter Heating Load (for 2235 soft) Load component Load Window total 418 sqft 7449 Btuh Wall total 2160 sqft 5001 Btuh Door total 21 sqft 169 Btuh Ceiling total 2235 sqft 1424 Btuh Floor total See detail report 7434 Btuh Infiltration 194 cfm 4266 Btuh Duct loss 4258 Btuh Subtotal 30000 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 30000 Btuh SUMMER CALCULATIONS Summer Cooling Load (for 2235 soft) Load component Load Window total 418 sqft 11180 Btuh Wall total 2160 sqft 3751 Btuh Door total 21 sqft 253 Btuh Ceiling total 2235 sqft 3132 Btuh Floor total 0 Btuh Infiltration 145 cfm 2399 Btuh Internal gain 18300 Btuh Duct gain 4368 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 43383 Btuh Latent gain(ducts) 1163 Btuh Latent gain(infiltration) 5735 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal/occupants/other) 2000 Btuh Total latent gain 8899 Btuh TOTAL HEAT GAIN 52282 Btuh 8th Edition latent intemat(4%) Int.Gain(35%) Duats(11 •• • • • • • • • •• • • • • • • • • • • • • • •• • • • Windo :•z51 . • • • * • •• • • • ••• • • • •• • •. • Windo•as(21 %) Ceffinps(6%) Waas(7%i Doors(0%> °1 r 1,40 EnergyGauge® SystenisiAg; PREPARED BY: DATE: .00 EnergyGauge®/ USRFZB v3.1 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGYsPERFORMANCE INDEX* = 79 The lower the EriergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Sgl, U=0.89 SHGC: SHGC=0.50 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 1050 NE 107 ST, MIAIVII SNORES, FL, 33161- New (From Plans) Single-family 1 3 No 2235 Insulation R=0.0 R= R= Area 418.50 ft2 ft2 ft2 ft2 2.000 ft. 0.500 Area 2235.00 ft2 ft2 ft2 9. Wall Types Insulation Area a. Concrete Block - Ext Insul, Exterior R=4.1 1388.30 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 854.33 ft2 c. Interior Wall, Interior R=4.1 357.00 ft2 d. N/A R= ft2 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 2235.00 ft2 b. N/A R= • • • • ft2 c. N/A • • R= •••••• ft2. • 11. Ducts •••• . • •••R ft2 a. Sup: Attic, Ret: Attic, AH: Attic ' • • • ; 6 30p b. Sup: Attic, Ret: Attic, AH: Attic • 6 10 • • 12. Cooling systems a. Central Unit b. Central Unit 13. Heating systems a. Electric Strip Heat b. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: • •••• • • • • • • •• •• • • • • • • • • • • •• • • • • • kBtuS1 • Efficiency 395..5 S!ER:19.5a.:". 18@•SELR:16.0e•04,40 •• kBtu/hr . Efficiency ,pOP:1.0Q t,5%• 400P:1.04 •• • • ••• • • Cep: 80 gallons EF: 0.92 Pstat *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Permit Expeditors, LLC. 1 786.539.9008 PermitExpeditors@gmail.com • • •••• • • • •• • • • ••• • • • •• •• • • • •• •• • • • • . • •.• .•••• • • • • .• 6 •.•• • • • ••• • • •_ • •••• • • •• • • • •_.; .• • • •• • • • • •.. • '• '•• t • • • • • Juan Fernandez-Barquin, P.E. Structural Engineers 40114 Threshold Inspectors 0947 State Plans Examiner PX 1305 State Building Inspector BN 3318 2520 N.W. 97th Avenue, Suite #240 Doral, Florida 33172 PH: 786-336-0881 Fax: 786-336-0884 Email: jfbeng@bellsouth.net www.juanfernandezbarquinpe.com •• • •• • •• • • • • • • • • • • • • •. • • • • •••• • ••• • • • • • • • • • • • s• • • • PROJECT: voc, IA,� ���5�- Juan Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W. 97h Avenue, Suite #240 Threshold Inspectors 0947 Doral, Florida 33172 State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884 State Building InspectorBN 3318 Email: jtbeng@bellsouth.net vww juanfernandezbarquinpe.com PRIVATE RESIDENCE 1050 N.E. 107th STREET MIAMI SHORES, FLORIDA 33161 STRUCTURAL CALCULATIONS 4/14/2015 TABLE OF CONTENTS: •••. • • • • •••• • • • • •• • • ••••• •• •r • • • • • •••• •• • • • • • • • • •••• • •• • ••• • • • • ••• •• •• • • • • • • • • • WIND LOAD DESIGN • • 1 • • • • • • •• • • ••• • • • STEEL BEAM DESIGN 8 •••• • WOOD LEDGER DESIGN CONCRETE BEAM DESIGN EXISTING CONCRETE TIE BEAM CHECK 21 WOOD BEARING PARTITION DESIGN 0:\( FERNANDEZ, JUAN )\DOCS\TABLE OF CONTENTS\RICARDO DIMITRI 10200 E BAY HARBOR DR.DOC 15 18 25 Juan Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W. 97m Avenue, Suite #240 Threshold Inspectors 0947 Doral, Florida 33172 State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884 State Building InspectorBN 3318 Email: jfbengtbellsouth.net www.juanfernandezbarquinpe.com PROJECT NAME /OSD NE /#7 5 T ENGINEER ` ' DATE ///?9//1. PAGE - 1-r - 1 ' . - Esc 1; --� - „r• _1 --'�-- — ----a- ---------� -• -- 1 1 • •• • • � • t i --�--� w ----- + / .i7), 5 s'_i7i • ._„t • ; : . .. 1e fi1 - � L t- 1 —I ___, _ ] _ j i :pi: ..... -y — r � - • • 4 • 1 -4 I. jI- ., ..• Y --1 — i J� _ _1 ___4 /2.e..4ekt.W 1 J -1- - - iii OH* 1 - I 1- — -- —1 — fi --J-- 1 --- _ __ __ -1- - 1r��.-- _ � 1-- — —, i -I - ' — 1 — - - J _1J_d — i— 1 ;—I 1 - J 1 , _..i_..__ ..,_ --1 _ -I 1 .. - _- - _ - -t- _ -_ jI!--I—_ i — 1 _ _ 4_ —, J 4__ I I 1___-.__ j - 1 i _L-1 _-I _-_L_ + -- - -- --� 1 _I .._, i I 1 , , r Vrt-s:.A;ro,?.r.� ,�,o ;r.Fnri r;,c .;:u..c • Juan Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W. 97th Avenue, Suite #240 Threshold Inspectors 0947 Doral, Florida 33172 State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884 State Building Inspector BN 3318 Email: jfbeng@bellsouth.net www.juanfernandezbarquiepe.com PROJECT NAME /-5-,e) /UE 07 s/ ENGINEER -& • DATE ///21011 PAGE 2. 1 1 ---i -1-- i 1 -r- I 1- j 1] 1 1 J I -• 1 t i di •••• 4.• - JIL• • • • - .• • Oli.--,--! !ALL i --I 1 r --- 1 I---- - •• --• • ....1° L;;,,,k 1 1 1 . 1 L_ -' •••- :1, 0-0-111 ••I•• -'- • - -F-- --1 --1, , 11 -1 -1 1 / A -.4.- -I 1 1 • : ----' __[ -I , , 1 1 , --7 -g i 1 T 4- Fr _ - -1— .1 i —I — 1 "Z• 2 JP -1 ___. • • • -I • li. • 1 I I -.-- J • • -- •••,__,, •• • , • j • • — . 1 -1- . j g/..e!!_r_.• J• 3, ..1 ..r , I : 1. • ..1 : ---1 1 , H. t• _ _I - i 1- -1- --1 11_ L 1 -1- 31 iL ] _ 1 -117 t] - ,ti__ ! 1 Z i -gr 3 I - 1 -, _ ___ _ 9 i T T --,-- _ -1" 1 t _ Til ..r._,._____ . 1 - _1. I -1--- -J. _ - -I i - - 1 1 - 1 1 1 - ---, i I " II 1 i 1 ." 1 tI - -r --I -1 7 1 L. • • • • • • • • • • • • • • • ,• FEW:ANN? $i !AN t,IL:CV,.; L CUL tii!:'N SHED JT 3 MecaWind Std v2.2.5.7 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date : 11/24/2014 Project No. :1 Company Name :JUAN FERNANDEZ Designed By :E Address :2520 NW 97 A. Description :WIND PRESSURES City :DORAL Customer Name :PRIVATE RES State :FL Proj Location :1050 NE 107 ST. MIAMI SHORES FL -33161 File Location: C:\Users\Administrator\AppData\Roaming\MecaWind\Default.wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category II Exposure Category D Natural Frequency = N/A Flexible Structure No Importance Factor 1.00 Kd Directional Factor 1.00 Alpha 11.50 Zg 700.00 ft At 0.09 Bt 1.07 Am 0.11 Bm = 0.80 Cc 0.15 1 = 650.00 ft Epsilon 0.13 Zmin = 7.00 ft Slope of Roof 0.7459459 : 12 Slope of Roof(Theta) = 3.56 Deg Ht: Mean Roof Ht 11.44 ft Type of Roof = SAWTOOTH RHt: Ridge Ht = 12.70 ft Eht: Eave Height = 10.17 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge = 76.90 ft Bldg Width Across Ridge= 40.70 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht lzm: Cc*(33/Zm)"0.167 Lzm: 1*(Zm/33)^Epsilon Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 • • • • • •• • • •••• = 7.00 ft• • = 0.19 •••• = 535.47 ft = 0.93 • • •• •• = 0.89 •• • • • • •••• • ••• • • • •• • • •• • • • • • •• • • • • • • •• • • • • • • • = 0.85 • • • • • •• • Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 Kh: 2.01*(Ht/Zg)^(2/Alpha) = 1.03 • •. • • • • • •• • • • • ••• • • • • • • • 4 Kht: Topographic Factor (Figure 6-4) Qh: .00256*(V)^2*I*Kh*Kht*Kd Cpww: Windward Wall Cp(Ref Fig 6-6) Roof Area Reduction Factor based on Roof Area = 1.00 = 48.46 psf = 0.80 = 3135.87 ft^2 = 0.80 MWFRS-Wall Pressures for Wind Normal to 76.9 ft Ridge Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall Side Walls Wall -0.50 -29.32 -11.87 -0.70 -37.56 -20.11 Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi Windward Windward Windward Windward Windward Windward Windward Windward Windward Windward Windward Windward 12.70 1.03 1.00 0.80 48.46 24.23 41.68 53.55 10.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55 9.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55 8.17 1.03 1.00 0.80 98.46 24.23 41.68 53.55 7.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55 6.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55 5.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55 4.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55 3.17 1.03 1.00 0.80 48.46 24.23 41.68 53.5$ • 2.17 1.03 1.00 0.80 48.46 24.23 41.68 • 53.5J••• 1.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55 0.17 1.03 1.00 0.80 48.46 24.23 41.68 53.5/ • •••• • • •••• • ••• • • • •• • • Roof - Dist from Windward Edge Cy Pressure Pressure•••• •• • +GCpi(psf)-GCpi(psfj• •• • • Roof: 0.0 ft to 5.1 ft Roof: 5.1 ft to 10.2 ft Roof: 10.2 ft to 20.3 ft Roof: 20.3 ft to 40.7ft - 0.90 - 0.90 -0.50 -0.30 -45.80 - 45.80 - 29.32 -21.08 - 28.•3S�••� - 28.•3G •• 11.$Z•••• -3.63 • • • • Notes - Normal to Ridge • • Note (1) Per Fig 27.4-1 Note 7, Since Theta<= 10 Deg base calcs on Eave H. • Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta<10), Theta= 3.6 Deg, h/1= 0.25 MWFRS-Wall Pressures for Wind Normal to 76.9 ft Eave Wall (Normal to Eave) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall -0.50 Side Walls -0.70 Wall -29.32 -11.87 -37.56 -20.11 •t • • • ••• • • • • • • • •• • • • • ••• • • • • • • • • • 4 Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi Windward 10.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55 Windward 9.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55 Windward 8.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55 Windward 7.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55 Windward 6.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55 Windward 5.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55 Windward 4.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55 windward 3.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55 Windward 2.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55 Windward 1.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55 Windward 0.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) Roof: 0.0 ft to 5.1 ft Roof: 5.1 ft to 10.2 ft Roof: 10.2 ft to 20.3 ft -0.90 -0.90 -0.50 -45.80 -45.80 -29.32 -28.35 -28.35 -11.87 Roof: 20.3 ft to 40.7ft -0.30 -21.08 -3.63 Note (1) Ref Fig 27.4-1, Normal to Ridge (Theta<10), Theta= 3.6 Deg, h/1= 0.25 Notes - Normal to Eave MWFRS-Wall Pressures for Wind Normal to 40.7 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Leeward Wall Side Walls Wall Cp Pressure Pressure +GCpi (psf) -GCpi (ysf) - 0.32 -21.99 - 0.70 -37.56 -4.55 -20.11 Elev Kz Kzt Cy qz Press Press Total ft psf +GCpi -GCpi +/-GCpi Windward 12.70 1.03 1.00 0.80 48.46 24.23 41.68 46.22 Windward 10.17 1.03 1.00 0.80 48.46 24.23 41.68 46.22 Windward 9.17 1.03 1.00 0.80 48.46 24.23 41.68 46.22 Windward 8.17 1.03 1.00 0.80 48.46 24.23 41.68 46.22 Windward 7.17 1.03 1.00 0.80 48.46 24.23 41.68 46.22 Windward 6.17 1.03 1.00 0.80 48.46 24.23 41.68 46.22 Windward 5.17 1.03 1.00 0.80 48.46 24.23 41.68 46.22 Windward 4.17 1.03 1.00 0.80 48.46 24.23 41.68 46.22 Windward 3.17 1.03 1.00 0.80 48.46 24.23 41.68 46.22 Windward 2.17 1.03 1.00 0.80 48.46 24.23 41.68 46.21 • Windward 1.17 1.03 1.00 0.80 48.46 24.23 41.68 46.22••• Windward 0.17 1.03 1.00 0.80 48.46 24.23 41.68 46.22 •••• • • •••• • ••• • • • •• • • • Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) •••• •• • • • • • • • •••• • •• Roof: 0.0 ft to 5.7 ft Roof: 5.7 ft to 11.4 ft Roof: 11.4 ft to 22.9 ft Roof: 22.9 ft to 76.9 ft -0.90 -45.80 -28.35 -0.90 -45.80 -28.35 • • •••• • -0.50 -29.32 -11.87 •• •• •• • -0.30 -21.08 -3.63 • • • • Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (A11), h/l= 0.13 Parapet MWFRS Presures (Ref Para 27.4.5): Qp: Pressure at Top of Parapet Type of Parapet = Solid Press -Windward Parapet = 72.69 psf Wind Pressure on Components and Cladding • Roof not shorn / 5 5, N- Walls • • • • • • • • • • • • • • • • = 48.46 psf Top Elev. of Parapet = 2.00 ft Press -Leeward Parapet = -48.46 psf aT a 1 2 2 r3 Gable Roof 0 <_ 7 a All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 4.07 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf • • • • ••• • • • • • •• • 1 2.60 6.70 17.4 4 0.86 -0.95 50.48 -54.84 1 2.60 6.70 17.4 5 0.86 -1.18 50.48 -66.07 2 1.70 3.50 6.0 4 0.90 -0.99 52.34 -56.70 2 1.70 3.50 6.0 5 0.90 -1.26 52.34 -69.79 3 2.40 4.50 10.8 4 0.89 -0.98 52.08 -56.44 3 2.40 4.50 10.8 5 0.89 -1.25 52.08 -69.27 4 2.70 2.00 5.4 4 0.90 -0.99 52.34 -56.70 4 2.70 2.00 5.4 5 0.90 -1.26 52.34 -69.79 5 2.00 3.50 7.0 4 0.90 -0.99 52.34 -56.70 5 2.00 3.50 7.0 5 0.90 -1.26 52.34 -69.79 6 3.00 3.50 10.5 4 0.90 -0.99 52.18 -56.54 6 3.00 3.50 10.5 5 0.90 -1.25 52.18 -69.46 7 3.00 6.70 20.1 4 0.85 -0.94 50.00 -54.37 7 3.00 6.70 20.1 5 0.85 -1.16 50.00 -65.11 8 2.80 6.70 18.8 4 0.86 -0.95 50.23 -54.60 8 2.80 6.70 18.8 5 0.86 -1.17 50.23 -65.58 9 4.30 2.00 8.6 4 0.90 -0.99 52.34 -56.70 9 4.30 2.00 8.6 5 0.90 -1.26 52.34 -69.79 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd = 1.03 = 48.46 psf •••• • • • • •••• • • • •• • • ••• • • • •• • •••• •• • • • • • • •••• • •• ••• • • • • • •• •• •• • • • • • • • •• • • •• • • • • • • • • •• • • ••• • • • • • 1,- `• ''. ••• • • • •. • •• •• • • • •• •• • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• • • • a�.w N• •• �KWtue� • • • • • • • • • • • • • • • • • .• ••• • • WEST ELEVATION (RIGHT) • EAST ELEVATION (LEFT) f .52 P5F .10 PSFf 1 P5F -51 .50 P5F -55 P5F .{ SOUTH ELEVATION (FRONT) PSF 54 P5F .51 P5F •51 P5F NORTH ELEVATION (REAR) .51 P5F -51 P5F .51 P5F .51 P5F WIND PRESSURES WIND DESIGN BASED ON ASCE 7-10 - —:a.m: studio design ° NE 055. sw. '�.5101005 Name Addess .EAR„.., JUAN FERFILNDEE-eER MI. e c mama BIRY Ma o4aaBB P9. , w„B 2520 W. 97In AVENUE. Leff PHONE. Met. Mel FAX. Mul.le Of. MU1 Neme AddsceS Nome Address lufell ectent al Me km. hold Me `",K d urfaulhoriced «' r;FKur,edmoare. of ».akmana Proposed renovation PRIVATE RESIDENCE 1050 NE 107 St Miami Shores, FL 33161 11-17-2014 Seal ARCHITECT Juan Slate ol � ;,,B.alio No A•6.179 Po..., Br CMaaa By PS JD 1,9*1 NO 1051145HO browip No. S-9 Juan Fernandez-Barquin, P.E. Structural Engineers 40114 Threshold Inspectors 0947 State Plans Examiner PX 1305 State Building Inspector BN 3318 2520 N.W. 97th Avenue, Suite #240 Doral, Florida 33172 PH: 786-336-0881 Fax: 786-336-0884 Email: jfbeng@bellsouth.net www.juanfernandezbarquinpe.com PROJECT NAME /95o Vg /'7 s74 ENGINEER C DATE °//,-51/-5-- PAGE 6 4 -1114,1 --r e ! ---1 -1- ---r J. j __I 1-- - - -i--4- - __,. - - 1 1 ___I T - -------- ---J-- -1- -1--- T 1 - - rH r r A .) AAA r AI /4"1" 4.05117411;00/ ,VAIr AP' AIP2r /II ar sro .047,ZZA r, AZ r /Ajar 47, Kgr AA; A • • .1 ! ' 14'4'41, 1.4 ir4-.;1%.4z A,..e.mititl: r .v.4 . . . __ 1 _1 f --- I 1 I J i I 1 1 7 1 I i 1 I 1 g i eA yo t _ _Li_ i i _1 ,----, -, , , -13 e I I, ,. _-/, I" -f---i -1--- 11 .] I -I_L. Juan Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W. 97th Avenue, Suite #240 Threshold Inspectors 0947 Doral, Florida 33172 State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884 State Building Inspector BN 3318 jfbeng@bellsouth.net www.juanfernandezbarquinpe.com 4 PROJECT NAME /VE /417 671 ENGINEER DATE Ov/a s-// PAGE _J 1 1 T I -1 --; —1 —I r-- III / -1 -I _1 _1 —I I 1 L 1_ ..I _ _i I __, 1-1-1— _1 11 1 1 1 I 1 1 -t - H _i LF1—h 1 1 , I _J _i___ - i i - 1- -I i 4 1 ki 17 1 -1--1- -' j Ale9-_xc ---L--,V14- ix 713_, ii fi-S, - 1 _1247- if Li71 ---,ei. __, ___j_ _. i _1 , i 1 i , i F 1 _______, Itibl4 r 1 - i th- I 1 I , 1 1 1 1 [ ] I i i 1 I r _ t - r 1 — 7 I 1 1 • --i -I- Il --F 1 1 I 4 . 1 1 -4-1 I , 1 1 —I -1 1 1 i v. e'i 4-1' //•- 4 _I. _4 _ - -] -r-- e -; , 1 --F -1 --I- j i --1 - -1- -I- --I4111 lit 1 -1 L >1 y-- .- -1--- i"-- 4 f•i7f Juan Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W. 97th Avenue, Suite #240 Threshold Inspectors 0947 Doral, Florida 33172 State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884 State Building Inspector BN 3318 Email: jfbeng@bellsouth.net www.juanfernandezbarquinpe.com PROJECT NAME /050 A/E- /p7 .67L ENGINEER ' DATE 0//49,0g- PAGE g --1 -T- - • • 1..4 CE Juan Fernandez-Barquin, P.E.) StructuralEvgiveers 40114 S520Nµ'.9]"Avrnue, Suite p3a0 Threshold Inspectors 0947 pm¢�, Florida331I3 StatePWsEumvKr PX 1305PH: 786-336-0881 Fax: ]86336�U68< Engineers 40114 2520 N.W. 97th Avenue, #240 Threshold Donal, Florida 33172 Plans Examiner PX PH: 786-336-0884 State Building InspectorBN 3318 Email: jfbengCbellsouth.net www.juanfernandeibarquinpe.com PROJECT NAME / - AZ- /07 ,574 ENGINEER • DATE . //05//-.' • PAGE // 1 11 1 11 1 TI 1 1 r} 1-1 LI 1I I I 11 1 I _IJ 1 ,i STRUCTURAL TUBING Rectangular Dimensions and properties x Y Y x Dimensions Properties - Nominal* Size Wall Thickness Weight per Ft Area X-X Axis Y-Y Axis 4 Z, , Iy SY Zy ry J In. In. Lb. In.2 In.' In.' In.' In. In.' In.' In? In. In.' 8x 6 8x4 8x3 8x2 7x5 0.5625 0.5000 0.3750 0.3125 0.2500 0.1875 0.5625 0.5000 0.3750 0.3125 0.2500 0.1875 0.5000 0.3750 0.3125 0.2500 0.1875 0.3750 0.3125 0.2500 0.1875 0.5000 0.3750 0.3125 0.2500 0.1875 1 Vie 1 3 146 die Te 1i6 v 176 46.51 42.05 32.58 27.59 22.42 17.08 38.86 35.24, 27.48 23.34 19.02 14.53 31.84 24.93 21.21 17.32 13.25 22.37 19.08 15.62 11.97 35.24 27.48 23.34 19.02 14.53 13.7 12.4. 9.58 8.11 6.59 5.02 11.4 10.4 8.08 6.86 5.59 4.27 9.36 7.33 6.23 5.09 3.89 6.58 5.61 4.59 3.52 10.4 8.08 6.86 5.59 4.27 112 103 83.7 72.4 60.1 46.8 80.5 75.1, 61:9 53.9 45.1 35.3 61.0 51.0 44.7 37.6 29.6 40.1 35.5 30.1 23.9 63.5 52.2 45.5 38.0 29.8 27.9 25.8 20.9 18.1 15.0 11.7 20.1 18.8 15.5 13.5 11.3, 8.83 15.3 12.7 11.2 9.40 7.40 10.0 8.87 7.52 5.97 18.1 14.9 13.0 10.9 8.50 35.2 32.2 25.6 21.9 18.0 13.9 26.9 24.7 19.9 17.1 14.1 11.0 21.0 11,0 _ 14.7 12.2 9.49 14.2 12.3 10.3 8.02 23.1 18.5 15.9 13.2 10.2 2.86 2.89 2.96 2.99 3.02 3.05 2.65 2.69 2.77 2.80 2.84 2.88 2.55 2.64 2.68 2.72 2.76 2.47 2.51 2.56 2.60 2.48 2.54 2.58 2.61 2.64 70.8 65.7 53.5 46.4 38.6 30.1 26.2 24.6 20.6 18.1 15.3 12.0 12.1 10.4 9.25 7.90 6.31 3.85 3.52 3.08 2.52 37.2 30.8 26.9 22.6 17.7 23.6 21.9 17.8 15.5 12.9 10.0 13,1 12.3 10.3 9.05 7.63 6.02 8.05 6.92 6.16 5.26 4.21 3.85 3.52 3.08 2.52 14.9 12.3 10.8 9.04 7.10 28.8 26.4 21.0 18.0 14.8 11.4 16.2 15.0 12.2 10.5 8.72 6.77 10.1 8.31 7.24 6.05 4.73 4.83 4.28 3.63 2.88 18.2 14.6 12.6 10.4 8.10 2.28 2.31 2.36 2.39 2.42 2.45 1.51 1.54 1.60 1.62 1.65 1.68 1.14 1.19 1.22 1.25 1.27 0.765 0.792 0.819 0.847 1.90 1.95 1.98 2.01 2.04 147 135 107 91.3 74.9 57.6 69.0 64.1 52.2 45.2 37.5 29.1 35.7 29.9 26.3 22.1 17.3 12.6 11.4 9.84 7.94 79.9 64.2 55.3 45.6 35.3 'Ou side dimens'ons across flat sides. "Properties are based upon a nominal outside comer radius equal to two times the wall thickness. • • • • • *go 1 i • •••• lloI p ' " 1 I.. i 61 • • T• ••.•1 1 • • • •••• �• •'• I • • .•'.• --l--_I-'•t--1_1 • .r ••ri�-.1 1__ -� 1 • • • :t : •.•• • • • • --1----r -: • • • J • J a I •••I • Y AMERICAN INSTITUTE OF STEEL CONSTRUCTION I!I('r M! ..,,Ol F:(EFChMS;C:.I .1; ;1rt Juan Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W. 97th Avenue, Suite #240 Threshold Inspectors 0947 Doral, Florida 33172 State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884 State Building Inspector BN 3318 jfbeng@bellsouth.net www.juanfernandezbarquinpe.com PROJECT NAME /"5es A/C /07 6/ ENGINEER • DATE a/ft .6.-// - PAGE --1---i --F f 4-1 1 l__I- -r- I -1- F- j _. I i 1 ll_ t -T- _ 1 I -I, T _1.-T 1 • T-I. _I --- ! 1 --I— __] --t -1 7 * —r-i 1--l- c 4 1 i 1 t -1 . •T :16 ...L. •AL L.-._ • 17 --c-4- -L 7 --r . --1- -1 --1 ' 4—, -IT I -16.4 • • • I • • 1 I 1 i-- yif4714‘; -•1•4° 441 1 et. 1 • • o _• • ...1 •-i, . • • 01 .--; 4. 1 •-• 1 I I I —r 1 /I _______—.1----1.— 2 ) J .1 --I: 1 • •:- _I 7 • • l• I. ! • •I LJTH 171 --I-T --1--- --1-- I- - - 4 ]'" _1 1 1 1 ----T --' 1 1 - -I, -1- -I -1 1 — 42 1 ±- ,j _ --I --1- J. 1- 1 1 1 4 • 1 T I - •1 • __1 -1- i 1 1 1 1 I , A 1 d -1- , i I1 I 1 4-- _I 11-1 _I --I _1 1- 1 11-1--I Fj 1 1 T 1 -T 4 4 IiI 1 ] Jii- -1 - i ----, i _4 31_ -r 41 1 I - 1 1 ] I I I - :, I , -1- 4 1 I I I 11 I I1 — _1 1 [4 i A 1 II 4-- 1 - --, ,_ I • • • • • • • • • • • • • • • • • • • • IC I np.'sk,c 1,1FT:r!: tv."'L Elastic beam deflection calculator Page 1 of 4 /3 Elastic Beam Deflection Calculator Please enter in the applicable properties and values to be used in the calculation. IMPORTANT: UNITS MUST REMAIN CONSISTENT THROUGHOUT ALL VALUES. Once all values are entered, select the image that most resembles the situation of concern and click the "Submit for Calculation" button for results. NOTE: If the situation consists of several loads on the beam, remember the superposition principal: simply enter in the 'component' situations and sum up the deflection. An Example of Using this Calculator Young's modulus (E) : Values of Young's Modulus Moment of inertia (I): Material Properties 29000 Geometrical Properties 51 Enter total length L, and/or partial lengths a and b (L is updated when both a and b are given) Partial length (a): Point load (P): Distributed load (q): (force/length) . . . .. .. . . .... Total length (L):•. Partial length (b): Loading Type Applied moment (Mo) Applied moment (M1): 0.0619 Submit For Calculation Right End Slope (Or) _ Left End Slope (01) = •.•• • . • .. • . •. . .• aise .. • • .• •. ••• • .• •... •. • • •• •. . . •... • •• .. • Applied moment (M2) : Reset The Form Results 0.01122147809 -0.0112214780! •• . • • • • • • • • • . . • http://www.aps.anl.gov/APS_Engineering_Support_Division/Mechanical_Operations_and_... 1 /5/2015 Elastic beam deflection calculator Page 2 of 4 011 L P ifj, Maximum D 1 ection (y) = -0.6512048167 Loading Cases of !"a P b �l o4 1:-HP 07 08 t-3 P 13 fP o i0 .a- b 02 03 05 06 (4 �P V O l3 o l6 ol7 i L i!Ph .fit L P PJ rPZ 14>� 41 1441 O l9 L /P,` 2L I 51 1 5 1 d !� o22 L PL IPL PL 44J4 j4 l\ o9 . .. .. . . . ol8 .... • .. .. . • .. • •. • • .. • . • • • .... • .. • • • • http://www.aps.anl.gov/APS_Engineering_Support_Division/Mechanical_Operations_and_... 1 /5/2015 Juan Fernandez-Barquin, P.E. Structural Engineers 40114 Threshold Inspectors 0947 State Plans Examiner PX 1305 State Building Inspector BN 3318 2520 N.W. 976 Avenue, Suite #240 Doral, Florida 33172 PH: 786-336-0881 Fax: 786-336-0884 Email: jfbenger bellsouth.net www.juanfernandezbarquinpe.com PROJECT NAME /D50 4/C /07 -5 ENGINEER DATE P//1-61/5 PAGE /5 t -I r 1- A 1 I i -I -Ii LL 17 ---t- r , -- -r- ' I •' - ---I----- --4- -R.-- ----1,----111--H--- i 4 1 i ---, ---1 ' 1 t ,i li -1 ' 1. 4sit1,,,H, ,. , j, _ _l_ 1 . ___1 1 -r 1 1 1 1 1 T 1 I 1 C.L.;,%.1.P•'. Connection Calculator Page 1 of 1 /6 AMERICANNOOD COUNCIL www.awc.org ,008lc, play Availab e on the N'hane arAppSto e Connection Calculator Connection Calculator available for the Android OS. egb Connection Calculator available for the iPhone. Design Method Allowable Stress Design (ASD) Ildi Main Member Type }Southern Pine L..]:. Connection Type Lateral loading MI Main Member Thickness 11.5 in. U Fastener Type (Bolt u Main Member: Angle of Load to Grain I90 Loading Scenario Single Shear - Wood Main Member L.i,��� Side Member Type Steel L i] ___ Submit Initial Values Side Member Thickness I,�( 11/4 in. u Side Member: Angle of Load to Grain io I Fastener Diameter 11/4 in. '—I Load Duration Factor 1C_D = 0.9 L.I Wet Service Factor )C_M = 1.0 Temperature Factor 1C_t = 1.0 L,11} Calculate Connection Capacity Connection Yield Mode Descriptions Diaphragm Factor Help Show Printable View Load Duration Factor Help Limits of Use I • • •• • Technical Help J • • • • • • Connection Yield Modes 1m 348 Ibs. Is 979 Ibs. II 1971bs. Illm 1201 lbs. llls 208Ibs. IV 170lbs. Adjusted ASD Capacity 170 lbs. • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • Bolt bending yield strength of 45,000 psi is assumed. • The Adjusted ASD Capacity is only applicable for bolts with adequate end distance, edge distance and spacing per NDS chapter 11. • ASTM A36 Steel is assumed for steel side members 1/4 in. thick, and ASTM A653 Grade 33 Steel is assumed for steel side members less than 1/4 in. thick. While every effort has been made to insure the accuracy of the information presented, and special effort has been made to assure that the information reflects the state-of-the-art, neither the American Wood Council nor its members assume any responsibility for any particular design prepared from this on-line Connection Calculator. Those using this on-line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and David Pollock at Washington State University. Support for development of the Connection Calculator was provided by American Wood Council. • • http://www.awc.org/calculators/connections/ccstyle.asp?design_method=ASD&connection... 1 /5/2015 6 A 2 taf • ••• • • • ••• ••• • •M•••• . M• • ••••M • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • •• •• •.• ••M • • •.•• • • • • •M • • • • • •M MEM0,..11• M0.0111eMHO, eaww /// // // "amp, J iM114 �at'1•ai11 1► � . .• w ,• t ._ j r. $ - 7- .• ,. 1 .. .. y ,. • • M• ••• • ROOF FRAMING PLAN ROOF PLAN NOTE& MO1pf►M1Ma7D••OMMMMO•01 1MM•IMt1MN At CCferi • MOAN MOOS•MI 1111 OWL WO • MGM MMD MMJ•IMI•q O MM = MMM1.•• MMM• 111/1•• HMS OMM•1 . J••••WMY M•M HMSOMO AS MMLMOIMMM aO Al ALL MMiIY• MMYp)••t'•MM 1.1•I.11R.1 • MOS 0•1D1O•M1,Ofeaaa.M MI MI ILL CM= •• • • •e ••• • MaM•alwr MORAL WO asw IMATIMI LEGEND DIlCDOI Q xw PBS ION saMl MMai 6 a.m. studio design 20. ME °'ST Sp MP. �; GAISSISIMIUMIOV sAlonl Males. St .1.1 ELVIIMMITZ FOAL. Illsonefeelsossilsnal SnaMosis Ills a ...Bon lo also InIs slosorron16 Rasa Copy or Macitoolc NIOM.sironfl Am, Including aSMaIssoIRIssa. ..wro......mt•ola. of Proposed renovation PRIVATE RESIDENCE 1050 NE 107 St Miami Shores, FL 33161 Pawing toss 11-17-2014 Seal 1 .r PS P.M ' JD w 1051MSHO a u'awp.w. 0 S-3 i J o�irE?1�e 1___ . _._.J.__. __-y /' iv rcrwn // EXIBTIF G WOOD / / / / . RAFTERS , .J i / TO REMAIN. / / �) / FRONDE cR ET BEE DETAIL 1/5-10� Juan Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W. 97th Avenue, Suite #240 Threshold Inspectors 0947 Doral, Florida 33172 State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884 State Building InspectorBN 3318 Email: jfbengiabellsouth.net www.juanfernandezbarquinpe.com PROJECT NAME /050 /t)C /07 Sf ENGINEER DATE 02/193//5 PAGE / ' • - J 1 1 I _ A • • r •••• OF ROOF F • • • • • 1 • • •--- - --__ • • •1 • • • 1•J •• • •; - .._• - •• -- • • • • • 1 1 . I • • •••••• -- - • • • - t--.-••••• I•1 • •1• I i • . • .1.. -1 _•-_...__ • .. _.-I • •• ; • • !j... • • • • •'•_• • •-1 -- •; • • i I j • et J •• • • •:_ i— { -1 1 • • tt R: Juan and NN~n P E Structural Engineers 401w om�W.m*Avenue, Suite #240 Threshold Insvectorsomr omal,rmuda 33/72 State Plans Examiner PX/m5 PH: mm36-0881Fax: m6-336-0um State Building mmmumom33xo smail.jamuoCabea,mou.nc' "=w.j"""m,.=oez»"m*"n".=° PROJECT NAME la 5 -20 AIT /,07 5-/. ENGXN00R �f- ` DATE 02/Pf&5' PAGE /f' --A � - |- ---- -` -- - 'l' - --�- - —� - �-1-- —'--'-TT-�--�- ----------f-''-----�-------�--�-----�-^----T . - ___-----_- _ -���_������� � / . / / . ' / / ' . .. . /_--- _ ] ' / +'m~ `^' / ' ~ P. ^ / '-I ~ ' / r ~r^ / / r # / I 1 .° ~ � ~ �-�_--_ -'-' - -_-- +- - ^- *l-'� 9 2 �-y, | | / / | . ! | l--- .� �-~-~---1--------'-�------- / /---------�--�r----� - - -|-'----� � ' _------__- --__ -_-._--_-- _ _--- _' - -1 ------,' ---'] ��-l��-- -'---l---- �� -J _--'--.---�- � ���+-- | | | --- --�-T ' Juan Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W. 97th Avenue, Suite #240 Threshold Inspectors 0947 Dural, Florida 33172 State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884 State Building InspectorBN 3318 Email: jfbengCbellsouth.net www.j uanfe rnandezbarquio pe. com PROJECT NAME /P5U N: /OJ 57‘ ENGINEER DATE OZA9 / 5' PAGE 26 ' 1 J - L 1 l 1 0: G►-� 2IZ 1— L �- 6a-2 6 11 i L �----- - IC! I( ,IAM'f:!,—:°I Juan Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W. 97th Avenue, Suite #240 Threshold Inspectors 0947 Doral, Florida 33172 State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884 State Building Inspector BN 3318 Email: jfbengezbellsouth.net wwwjaanfernandezbarquinpe.com PROJECT NAME /050 /t /07 5 T ENGINEER DATE /(P-?//5-' PAGE g/ Ct C. Juan Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W. 97' Avenue, Suite #240 Threshold Inspectors 0947 Doral, Florida 33172 State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884 State Building Inspector BN 3318 Email: jibeng tabellsouth.net www.juanfermuidezbarquinpe.com PROJECT NAME /9-66) VE /a7 57/ ENGINEER DATE PAGE 22 . 1 t 1 (-1 / ' 1 n't,t tof,ft 't!rtt'itt!-•\;:lftt.: CA.", I .!}•!1.-'.,,\t_. i;;;!.tif!!:!!:',.-tFi I :"1: t.:t't,tt.‘:! : It: Juan Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W. 97th Avenue, Suite #240 Threshold Inspectors 0947 Doral, Florida 33172 State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884 State Building Inspector BN 3318 jfbengErbellsouth.net invw.juanfernandezbarquinpe.com PROJECT NAME /&:00' pc /407 ENGINEER DATE PAGE 2 1 1 CO.1; !I-A:AND:7, ri: Juan Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W. 97th Avenue, Suite #240 Threshold Inspectors 0947 Doral, Florida 33172 State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884 State Building InspectorBN 3318 Email: jfbengCbellsouth.net www.juanfernandezbarquinpe.com PROJECT NAME /46-0 VC /t 7 57 ENGINEER DATE O 2/03// — • PAGE 24 1 1 -1 J �j ..J._ i 1 1 1 4 1 _Y 5i - 4 / _I.. 1 - • ••• • • • ••. ---I-- •- . i � •• • • •cio •.•6•• •. •1 • • • • • • • •-1•-:1 •• -♦- ••-• T .-.--- •••-, •-- • ••__.•_..--.1.•.1 •• • • •• •; I , FCP:. \G`Ir iJ Juan Fernandez-Barquin, P.E. Structural Engineers 40114 Threshold Inspectors 0947 State Plans Examiner PX 1305 State Building Inspector BN 3318 2520 N.W. 97Th Avenue, Suite #240 Doral, Florida 33172 PH: 786-336-0881 Fax: 786-336-0884 Email: jfbengerbellsouth.net wwwjuanfernandezbarquinpe.com PROJECT NAME /0 51) /t/ E • /0 7 5 ENGINEER DATE 69 g//t// 5- PAGE L ,--"t---t-7-17-6777-'''.77'7.17".7_''. I- 11- i j 1 I- 'H. 1 )" I . T 1 4 - - s - T 1 r-- 1 1 - ! ,. ; .__. " _- __ • ' -.1 " ' -"- •-._ ._ 'L•r- _„! • 1 f i 1 f 1 I /1,— I L . - i __„_ - _, 1 , 1 e - , J24_,„( i 14- --/t0 -7-P..- , -4 1 1 , 1 1 1 1 1 -i -- , ,, 1 ; itio-,/eleprA.7 1 , i 7 1 4 r _ — e. v 1 1I4,II;,I — _-• -- 11 - 1II1 ..J.41 1 _ ii "_- f '1--.---- -- A ,...,4...7..74 1 -- -'i 1 - /04 J1 J .J 11t114111 . __ — 1 5 _ 1 1- .. J ----- 11, .___I _ __ ' ; • 11 1 -'-• ----1 _ , --- - - -I ------- i , 1 I 1 _I i I __.... • ------ 1 i i - 1 ! r ;17 i '1 -1 Cy --, ; , lf .J -,.' or 0141 ' 11 0- - -1k • - , ,_ 1 1 if) •I • • • I_ • .7 • • I 1 • .10...•• 6; !:•! • ,01. -/ i• • •• '• ' • 1 Lill • - • • • • • • • ••t° !is • I, tit_ •1••:•4 1--i . :• ,1•1•—•- 69—11 • i • I • I: • •; • 1%1 • I 1 I • le • • I • • 1 11 4, 11 _ 1._ ._ 1_ 1 4. 4 ii,191 51 4 1 1 1 1 • • z } 1 � 1 MOMS im ISMS 1,0 PEVA • • ••• • • • ••• • •• •• • • •• • •• • •• • • • • •• • • • • • • • •• ••• •• •• •• • • •• • • •• •• • • • • ••• • • • • ••• • ••• • ••• • ••• • • • • • • •• • • • •• i • • • ,• •• • • • • • • • • • • • • • ••• • • • • • ••• • •• • • • •• ••• •• MOMS SSD PIMPS M•1•YY LAMS PIMA MMMIO • • • • NAN • • • • • • • • / 77 77TI ////�i� / ��// / /�/,y� / a-•- //°.�. T/ ✓/7 9•°►4• �1••7 // I 1 /�, /�� • ,III I / , 7 ; •••. � ` i s T '4 tom SOIL OM // // /7:2/ ./// %/ / �,!i % ! I/' // // ✓/ // '% / 2JfV/ ROOF FRAMING PLAN CAS WIWI PUPAS PIM WRM1f M NYp ON Y M WORMY 1 MOMS OOP 010•r all DWI •• • ••A IMP PLAN llwam.Yea NMI M.•M.Y•W..•• 10• 001M01•vA•I •MP•f Y Y Y.M11R0 NYi•• I MY N♦.M• l i11.0210440••0 MALL MINC•1• MOMS I.• l••••fear. ,n . • MOOMS Ga0111Y 0.1101,0 MIMS=•1M ALL MGM LEGEND Dlaffl 4aSP N 5 6 •MO •SS 0 PPP _ a.m. studio design CAW, Masao...lye .ua.. en* Zinn -aow aTint MEP Copy or olocIfonbc fame, Oro ..f.f Proposed renovation PRIVATE RESIDENCE 1050 NE 107 St Miami Shores, FL 33161 11-17-2014 1601 ARCHITECT 1 Down .r .v PS JD jj// nq.a w. ^A 1061MSHO ■■ S-3 Pale ol Bobo r•010,03bn 2 Juan Fernandez-Barquin, P.E. Structural Engineers 40114 Threshold Inspectors 0947 State Plans Examiner PX 1305 State Building InspectorBN 3318 2520 N.W. 97tt' Avenue, Suite #240 Doral, Florida 33172 PH: 786-336-0881 Fax: 786-336-0884 Email: jfbengCbellsouth.net www.juanfernandezbarquinpe.com PROJECT NAME /0-5-D ,f16 / 7 57 ENGINEER DATE p2 !2 /5- PAGE 27 -111 T_..I_ .._—.r.._I_.-..i_—..I ..1 .. _._ I i 1]_ .11 1 1-.--1 1.._f. 1 _1 -n } The x-axis refers to the 'strong" axis of bending, except in the case of 3-2x4's bolted together, where the y-axis is stronger (see Fig. 2a). Fig. 2b shows an example where different unbraced lengths apply to the two axes: sheathing nailed to the stud prevents buckling about the y-axis, but not the x-axis. In this case, one might model the column with an unbraced height of 8 feet about the x-axis, and 0 feet about the y-axis. v lateral brace Fig. 1. Wood compression element showing different unbraced lengths for x- and Fc (psi) = varies Column size • • • •• •• • • .••. • • • • • • •• •• •• • • • • • • • • • • •• • Dimension lumber Emin (psi) = 470,000 Capacity (lb) •••• • • • • • • • • • • • • • •• • • •• • • • • • • •• • • • • •• •• • • • • • • • • • • • •• • -•• •t•••• •� • • • •ti. •••• • • •• •l 1 11 4iri VW VOW (a) (b) F'g. 2. a) definition of x- and y-axes for wood cross - sections; b) example of continuous bracing for y-axis These values not used except for 'other' species Emin (psi) Fc (psi) T • • C l'tFi,r NuF.'.. Jli;.l), 'A'FiLE 1Cn'.'SP`.2.D.0 28" J'1N0 e Juan Fernandez-Barquin, P.E. Structural Engineers 40114 Threshold Inspectors 0947 State Plans Examiner PX 1305 State Building InspectorBN 3318 2520 N.W. 97th Avenue, Suite #240 Doral. Florida 33172 PH: 786-336-0881 Fax: 786-336-0884 Email: jfbeng@bellsouth.net www.juaufernandezbarquinpe.com PROJECT NAME /Q.W N� /O7 J�� coe 'Southern Pine 3rade Lumber dimensions: based on 2012 NDS IJ( 580,000 ' 1100 Note that Fc for Southern Pine dimension lumber includes a size factor and therefore varies with �v( different sizes. A height value of zero ICI means that the column is continually braced about that axis Duration of load factor, Cd 110.90 ji oors (wet service conditions)? 1 No.3 grade is available for Unbraced height, KL (ft), dimension lumber only x-axis --i 10.20 Unbraced height, KL (ft), y-axis 0.00 For built-up columns: (Use bolts with Kf = 0.75 LJ 2x4 2-2x4 2,969 3-2x4 4,453 2x6 4,265 2-2x6 8,529 3-2x6 12,794 2x8 6,541 2-2x8 13,083 3-2x8 19,624 2x10 8,679 2-2x10 17,358 3-2x10 26,037 2x12 10,515 2-2x12 21,029 3-2x12 31,544 4x4 3,464 4x6 9,951 4x8 15 • 263••••'. _ — • 4x10 • • Z0,251 • 4x12 • •• •24,534• ••• �• •• • • • Beams and %ft' t rs • Fc (psi) = n/a Column size 6x10 6x12 8x12 • •'E'r'n n•(psi) an/fa • -- -- �apacit� (gib e1..._._.•••••• • • .• •• • • •• • • • • • • •_�.__ ••••.• • Posts and ltjmhers Fc (psi) =n/a ffhin!psi) =ear: Column size Capacity tib; 6x6 6x8 8x8 8x10 10x10 10x12 12x12 Capacity calculation values for: '2x4 x-axis dimension = 3.5 in. y-axis dimension = 1.5 in. Cf included in allowable stress value for Southern Pine Cm or wet service factor = 1 Cd or load duration factor = 0.9 Fc = 850 and F*c = Fc x Cm x Cd = 765 Values for x-axis buckling: See values of E'min above. FcE = 0.822 x E'min / (1e/d)^2 = 315.9 psi. Kf = 1 for solid columns. Cp or stability factor includes Kf and equals: 0.37 Values for y-axis buckling: See values of E'min above. FcE = 0.822 x E'min / (le/d)^2 = 0 psi. Kf = 1 for solid columns. Cp or stability factor includes Kf and equals: 1 Capacity'of.2x4 = F*Cc x minimum Co x area = 765 x 0.37 x 3.5 x 1.5 = 1484 Ib. • L::DA-2.DCC ••• • • Juan Fernandez-Barquin, P.F. Structural Engineers 40114 2520 N.W. 97's Avenue, Suite t240 Threshold Inspectors 0947 Doral, Florida 33172 State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884 State Building Inspector BN 3318 Email: jfbengla bellsouth.net www.juanfernandezbarquinpe.com PROJECT NAME /P 54) /VE /07 5/. ENGINEER DATE 412//Z//5-' PAGE IV Z°/ ■■■■■■■■ill III ■II Ell RIM Ii ■ ■ raZMI III r■111111111011111111111 ■®■ ■■ ■ .n■ ■ �-�- ■.. ■■ ■ ■ ■■■■■■■ 1 1111 III �... / II Mil I liN . pr PRO✓IDE NVfPAN W/S-qi (TYPICAL/FLW291 NREE (3/ W.WE NAILS TABLE • N.III • • • • / ■ ■ Pi iiiill PROVIDE NII-VIE-NVPT-]A S1RAl+W/ l-ISd NAIL: EADN I${DER 2- rarP 16d TO 7" FR�'I OPPOSITE PA No2 •i• NAILS, TTPIC END F SIDE,ON• • •• • • • • • • / ■■■■ // --I III///-ice"'►►YELL-TiTT/// M ■■ / // R6ri15 \ 2 CENTER STAGGERED MAXMd1 ] RO:.• • •• • • • • .u-. ■ iiiiiliiui / TRIPLE (31� 7.7 PERT • • • • • •• • •• / S S• • ■■ IMP ' / / / / EXISTING TCalL ETu SLAB _3 r ... Crn / ■ ■ % ■ mr /i:///j l %// , / //�//////%/10///////// 11/ /'1 of II iri i/ %/ �./ / /// '/' /// //> /:�/>/ � / v/iv'iiA '/ '‘'‘/ v .7zA/ �`-/ ./r'�>//„im. _ 9 .allii 5- , 4- 6-- ■ O:A! FERNANDEZ, JUAN )ADOCS CFf ICE reiisi:A LCUtATICN SHEET !FP CUAURiCULADA-2. DCC Juan Fernandez-Barquin, P.E. Structural Engineers 40114 Threshold Inspectors 0947 State Plans Examiner PX 1305 State Building InspectorBN 3318 2520 N W. 97th Avenue, Suite #240 Doral, Florida 33172 PH: 786-336-0881 Fax: 786-336-0884 Email: jfbengCbellsouth.net www.j uanfernandezbarquinpe.com PROJECT NAME /05i, /V / P7 57t ENGINEER DATE ® // 2 / 1� PAGE .(3'' L1 _, �' 1 i - _ - i- - - f-� 1 I- _T. m, i -_._ ___1_._ , __1_.-_._._ .:lC • 2 • • • • • • " ___ t y....- -r • •110 • •ii -- i 1 75- /)).. A'-2 pire, I-. 1-- 7 1_-1- _�_1.___-_- ---__J________� __-_�- -__ ___. __i_.-..___ _1_._____-__-- r 1 - 1----- - - to 27,( _ >'7 _p5/J 1 tII1 i • •• • • • • • • • • • • • • •• • • ( ,'ERNA EZ, ) :;0!-j En;;; rF . - .;;AD,_.._rn. Juan Fernandez-Barquin, P.E. Structural Engineers 40114 Threshold Inspectors 0947 State Plans Examiner PX 1305 State Building Inspector BN 3318 2520 N.W. 97's Avenue, Suite t240 Doral, Florida 33172 PH: 786-336-0881 Fax: 786-336-0884 Email jfbengCbellsouth.net mcw.j uanfernandezbarquinpe.com PROJECT NAME ENGINEER /050 ,UE -� DATE f-2421/ 5- PAGE ! • P.1071,011em li EN II II i M mil § 11 O AI FERNANDE , IUAN) [ VDFF,CE MISC\O F!CE FORW:SVCALCULATION SHEET JFt CUADRICULAUA-2.L)CC Tr, Table 413 Reference Design VaUe.es far Viseta 1y Graded Southern € c€ e aktierESECE1 Lumber (2" - 4" th ck)1,2,3,4,5 }' (Tabulated design values are for normal load duration and dry service conditions, unless specified otherwise. See NDS 4.3 for a comprehensive description of design value adjustment factors.) USE WITH TABLE 4B ADJUSTMENT FACTORS Species and commercial grade Size classification Design values, in pounds per square inch (psi) Grading Rules Agency Bending Fb Tension parallel to grain F, Shear parallel to grain F" Compression perpendicular to grain Fcl Compression parallel to grain F, Modulus of Elasticity E E min SOLITHERNPINE a ;.,'? Dense Select Structural 3,050 1,650 175 660 2,250 1,900,000 690,000 Select Structural 2,850 1,600 175 565 2,100 1,800,000 660,000 Non -Dense Select Structural 2,650 1,350 175 480 1,950 1,700,000 620,000 No.1 Dense 2,000 1,100 175 660 2,000 1,800,000 660,000 No.1 2° - 4" wide 1,850 1,050 175 565 1,850 1,700,000 620,000 No.1 Non -Dense 1,700 900 175 480 1,700 1,600,000 580,000 No.2 Dense 1,700 875 175 660 1,850 1,700,000 620,000 No.2 1,500 825 175 565 1,650 1,600,000 580,000 No.2 Non -Dense 1,350 775 175 480 1,600 1,400,000 510,000 No.3 and Stud 850 475 175 565 975 1,400,000 510,000 Construction 1,100 625 175 565 1,800 1,500,000 550,000 Standard 4" wide 625 350 175 565 1,500 1,300,000 - 470,000 Utility 300 175 175 565 975 1,300,000 470,000 Dense Select Structural 2,700 1,500 175 660 2,150 1,900,000 690,000 Select Structural 2,550 1,400 175 565 2,000 1,800,000 660,000 Non -Dense Select Structural 2,350 1,200 175 480 1,850 1,700,000 620,000 No.1 Dense 1,750 950 175 660 1,900 1,800,000 660,000 No.1 1,650 900 175 565 1,750 1,700,000 620,000 No.1 Non -Dense 5° - 6" wide "1,500 800 175 480 1,600 1,600,000 580,000 No.2 Dense 1,450 775 175 660 1,750 1,700,000 620,000 No.2 1,250 725 175 565 1,600 1,600,000 580,000 No.2 Non -Dense 1,150 675 175 480 1,500 1,400,000 510,000 No.3 and Stud 750 425 175 565 925 1,400,000 510,000 DenseSelect Structural 2,450 1,350 175 660 2,050 1,900,000 690,000 Select Structural 2,300 1,300 175 565 1,900 1,800,000 660,000 Non -Dense Select Structural 2,100 1,100 175 480 1,750 1,700,000 620,000 SPIB No.1 Dense 1,650 875 175 660 1,800 1,800,000 660,000 • • • • No.1 8° wide 1,500 825 175 565 1,650 1,700,000 • 20,000 • ° •••• No.1 Non -Dense 1,350 725 175 480 1,550 1,600,000 • • 580,000 No.2 Dense 1,400 675 175 660 1,700 1,700,000 •. 6!0,000 . • : •: No.2 1,200 650 175 565 1,550 1,600,000 • • • •• 580,000 • • • No.2 Non -Dense 1,100 600 175 480 1,450 1,400,000 • • • • 4660,000 • No.3 and Stud 700 400 175 565 875 1,400,000 ....510,000 • • • Dense Select Structural 2,150 1,200 175 660 2,000 1,900,000 . • • • /00,000 : •.. • Select Structural 2,050 1,100 175 565 1,850 1,800,000_ • • • • ipg0,000 • • • • . Non -Dense Select Structural 1,850 950 175 480 1,750 1,700,000 • 640,000 • • No.1 Dense 1,450 775 175 660 1,750 1,800,000 • • • t60,000 • • No.1 10' wide 1,300 725 175 565 1,600 1,700,000 • • • • 680,000 • No.1 Non -Dense 1,200 650 175 480 1,500 1,600,000 • • 5:0,000 • • No.2 Dense 1,200 625 175 660 1,650 1,700,000 • j20,000 No.2 1,050 575 175 565 1,500 1,600,000 • • 540,000 • No.2 Non -Dense 950 550 175 480 1,400 1,400,000 • . 5T0,000 . • • •• •• •• No.3 and Stud 600 325 175 565 850 1,400,000 510,000 • • • Dense Select Structural 2,050 1,100 175 660 1,950 1,900,000 690,000 Select Structural 1,900 1,050 175 565 1,800 1,800,000 660,000 Non -Dense Select Structural 1,750 900 175 480 1,700 1,700,000 620,000 No.1 Dense 1,350 725 175 660 1,700 1,800,000 660,000 No.1 12" wide 1,250 675 175 565 1,600 1,700,000 620,000 No.1 Non -Dense 1,150 600 175 . 480 1,500 1,600,000 580,000 No.2Dense 1,150 575 175 660 1,600 1,700,000 620,000 No.2 75 550 1751 565 1,450 1,600,000 580,000 No.2 Non -Dense 900 525 175 480 1,350 1,400,000 510,000 No.3 and Stud 575 325 175 565 825 1,400.000 510,000 • I • • • I • • • • • •T ••. • i • • AMERICAN WOOD COUNCIL Table 1B Section Properties of Standard Dressed (S4S) Sawn Lumber Nominal Size bxd Standard Dressed Size (S4S) bxd inches x inches Area of Section A in.2 X-X Axis Y-Y Axis Approximate weight in pounds per linear toot (Ib./ft.) of piecewhen density of wood equals:l Section Modulus Sxx in.3 Moment of Inertia Ixx in.4 Section Modulus Siy in.3 Moment of Inertia Iyy in.4 25 Ib./ft.3 30 Ib./ft.3 35 Ib./ft.3 40 Ib./ft.3 45 Ib./ft.3 50 Ib./ft.3 1 x 3 3/4 x 2-1/2 1.875 0.781 0.977 0.234 0.088 0.326 0.391 0.456 0.521 0.586 0.651 1 x 4 3/4 x 3-1/2 2.625 1.531 2.680 0.328 0.123 0.456 0.547 0.638 0.729 0.820 0.911 1.432 1 x 6 3/4 x 5-1/2 4.125 3.781 10.40 0.516 0.193 0.716 0.859 1.003 1.146 1.289 1.888 1 x 8 3/4 x 7-1/4 5.438 6.570 23.82 0.680 0.255 0.944 1.133 1.322 1.510 1.699 ' 1 x 10 3/4 x 9-1/4 6.938 10.70 49.47 0.867 0.325 1.204 1.445 1.686 1.927 2.168 2.409 2.930 1 x 12 3/4 x 11-1/4 8.438 15.82 , 88.99 1.055 0.396 1.465 1.758 2.051 2.344 2.637 2 x 3 1-1/2 x 2-1/2 3.750 1.563 1.953 0.938 0.703 0.651 0.781 0.911 1.042 1.172 1.302 1.823 2 x 4 1-1/2 x 3-1/2 5.250 3.063 5.359 1.313 0.984 0.911 1.094 1.276 1.458 1.641 2.344 2 x 5 1-1/2 x 4-1/2 6.750 5.063 11.39 1.688 1.266 1.172 1.406 1.641 1.875 2.109 2.865 2 x 6 1-1/2 x 5-1/2 8.250 7.563 20.80 2.063 1.547 1.432 1.719 2.005 2.292 2.578 3.776 2 x 8 1-1/2 x 7-1/4 10.88 13.14 47.63 2.719 2.039 1.888 2.266 2.643 3.021 3.398 4.818 2 x 10 1-1/2 x 9-1/4 13.88 21.39 98.93 3.469 2.602 2.409 2.891 3.372 3.854 4.336 5.859 x 12 1-1/2 x 11-1/4 16.88 31.64 178.0 4.219 3.164 2.930 3.516 4.102 4.688 5.273 ,2 2 x 14 1-1/2 x 13-1/4 19.88 43.89 290.8 4.969 3.727 3.451 4.141 4.831 5.521 6.211 6.901 3 x 4 2-1/2 x 3-1/2 8.750 5.104 8.932 3.646 4.557 1.519 1.823 2.127 2.431 2.734 3.038 3.906 3 x 5 2-1/2 x 4-1/2 11.25 8.438 18.98 4.688 5.859 1.953 2.344 2.734 3.125 3.516 4.774 3 x 6 2-1/2 x 5-1/2 13.75 12.60 34.66 5.729 7.161 2.387 2.865 3.342 3.819 4.297 3 x 8 2-1/2 x 7-1/4 18.13 21.90 79.39 7.552 9.440 3.147 3.776 4.405 5.035 5.664 6.293 8.030 3 x 10 2-1/2 x 9-1/4 23.13 35.65 164.9 9.635 12.04 4.015 4.818 5.621 6.424 7.227 9.766 3 x 12 2-1/2 x 11-1/4 28.13 52.73 296.6 11.72 14.65 4.883 5.859 6.836 7.813 8.789 11.50 3 x 14 2-1/2 x 13-1/4 33.13 73.15 484.6 13.80 17.25 5.751 6.901 8.051 9.201 10.35 11.91 13.24 3 x 16 2-1/2 x 15-1/4 38.13 96.90 738.9 15.89 19.86 6.619 7.943 9.266 10.59 4 x 4 3-1/2 x 3-1/2 12.25 7.146 12.51 7.146 12.51 2.127 2.552 2.977 3.403 3.828 4.253 5.469 4 x 5 3-1/2 x 4-1/2 15.75 11.81 26.58 9.188 16.08 2.734 3.281 3.828 4.375 4.922 4 x 6 3-1/2 x 5-1/2 19.25 17.65 48.53 11.23 19.65 3.342 4.010 4.679 5.347 6.016 6.684 8.811 4 x 8 3-1/2 x 7-1/4 25.38 30.66 111.1 14.80 25.90 4.405 5.286 6.168 7.049 7.930 11.24 4 x 10 3-1/2 x 9-1/4 32.38 49.91 230.8 18.89 33.05 5.621 6.745 7.869 8.993 10.12 13.67 4 x 12 3-1/2 x 11-1/4 39.38 73.83 . 415.3 22.97 40.20 6.836 8.203 9.570 10.94 12.30 16.10 4 x 14 3-1/2 x 13-1/4 46.38 102.4 678.5 27.05 47.34 8.051 9.661 11.27 12.88 14.49 18.53 4 x 16 3-1/2 x 15-1/4 53.38 135.7 1034 31.14 54.49 9.266 11.12 12.97 14.83 16.68 5 x 5 4-1/2 x 4-1/2 20.25 15.19 34.17 15.19 34.17 3.516 4.219 4.922 5.625 6.328 7.031 6 x 6 5-1/2 x 5-1/2 30.25 . 27.73'. 76.26 27.73 76.26 5.252 6.302 7.352 8.403 9.453 • 10.50 • .1742 6 x 8 5-1/2 x 7-1/2 41.25 51.56 193.4 37.81 104.0 7.161 8.594 10.03 11.46 •. 12.89• • • •1E.14 6 x 10 6 x 12 6 x 14 ' 5-1/2 x 9-1/2 5-1/2 x 11-1/2 5-1/2 x 13-1/2 52.25 63.25 74.25 82.73 121.2 167.1 393.0 697.1 1128 47.90 57.98 68.06 131.7 159.4 187.2 9.071 10.98 12.89 10.89 13.18 15.47 12.70 15.37 18.05 :4.51, 11.97 2G 63. 16.33 • 19.77 77• • • . 624496 • •25:78 29.60 6 x 16 5-1/2 x 15-1/2 85.25 220.2 1707 78.15 214.9 14.80 17.76 20.72 ii.gg8' • 26.64 • •33.42 6 x 18 5-1/2 x 17-1/2 96.25 280.7 2456 88.23 242.6 16.71 20.05 23.39 26.74 • 30.08 • 34.24 6 x 20 5-1/2 x 19-1/2 107.3 348.6 3398 98.31 270.4 18.62 22.34 26.07 ,9.T? • 33.5 ° 6 x 22 5-1/2 x 21-1/2 118.3 423.7 4555 108.4 298.1 20.53 24.64 28.74 30.85 • 36.95• •41b6 44.88 6 x 24 5-1/2 x 23-1/2 129.3 506.2 5948 118.5 325.8 22.44 26.93 31.41 35.�Q . • 40.39. • • 8 x 8 7-1/2 x 7-1/2 56.25 70.31 263.7 70.31 263.7 9.766 11.72 13.67 .1i.6i • • 17.58 •1.9:53 8 x 10 7-1/2 x 9-1/2 71.25 112.8 535.9 89.06 334.0 12.37 14.84 17.32 ;4.7a • , 22.27 �24.74 29.95 8 x 12 7-1/2 x 11-1/2 86.25 165.3 950.5 107.8 404.3 14.97 17.97 20.96 123.90 .28.13 26.95 8 x 14 7-1/2 x 13-1/2 101.3 227.8 1538 126.6 474.6 17.58 21.09 24.61 31.61 • • •3 �16 10.36 8 x 16 7-1/2 x 15-1/2 116.3 300.3 2327 145.3 544.9 20.18 24.22 28.26 032.29 • •3640 36.33 8 x 18 7-1/2 x 17-1/2 131.3 382.8 3350 164.1 615.2 22.79 27.34 31.90 41.02 • •45.57 8 x 20 7-1/2 x 19-1/2 146.3 475.3 4634 182.8 685.5 25.39 30.47 35.55 40.63 45.70, • •50•78 • 55.99 8 x 22 7-1/2 x 21-1/2 161.3 577.8 6211 201.6 755.9 27.99 33.59 39.19 44.79 50.39 61.20 8 x 24 7-1/2 x 23-1/2 176.3 690.3 8111 220.3 826.2 30.60 36.72 42.84 48.96 55.08 10 x 10 9-1/2 x 9-1/2 90.25 142.9 678.8 142.9 678.8 15.67 18.80 21.94 25.07 28.20 31.34 37.93 10 x 12 9-1/2 x 11-1/2 109.3 209.4 1204 173.0 821.7 18.97 22.76 26.55 30.35 34.14 44.53 10 x 14 9-1/2 x 13-1/2 128.3 288.6 1948 203.1 964.5 22.27 26.72 31.17 35.63 40.08 51.13 10 x 16 9-1/2 x 15-1/2 147.3 380.4 2948 233.1 1107 25.56 30.68 35.79 40.90 46.02 57.73 10 x 18 9-1/2 x 17-1/2 166.3 484.9 4243 263.2 1250 28.86 34.64 40.41 46.18 51.95 64.32 10 x 20 9-1/2 x 19-1/2 185.3 602.1 5870 293.3 1393 32.16 38.59 45.03 51.46 57.89 70.92 10 x 22 9-1/2 x 21-1/2 204.3 731.9 7868 323.4 1536 35.46 42.55 49.64 56.74 63.83 77.52 10 x 24 9-1/2 x 23-1/2 223.3 874.4 10270 353.5 1679 38.76 46.51 54.26 62.01 69.77 AMERICAN WOOD COUNCIL Juan Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N AV. 97th Avenue, Suite #240 Threshold Inspectors 0947 DoraL Florida 33172 State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884 State Building InspectorBN 3318 Email: jfbengCbellsouth.net w w.juanfernandezbarquinpe.com PROJECT NAME ENGINEER /77 DATE ©Z/ / / 5 PAGE I i i /i f I A 1 L, i , / 1 .•.• , • J • • I-.• • • • •••• •••. • . 1• t.r VI - i • ,. ( J. I - �i/ i••.•d• a� •• • •: •.• • 4 • I •••• i••••• i 1 1 - I J •• •• �•• i I r • • • • i • rt, . �� � .. f y? y . � , J.•; .• T �/r ; —j i I` f/ I - I 7 1 LG L i J ��'�J e udl:NDEZ, JUAN �:DC Juan Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W. 97th Avenue, Suite Ir240 Threshold Inspectors 0947 Doral, Florida 33172 State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884 State Building InspectorBN 3318 Email: jfbeng@'bellsouth.net www.juanfernandezbarquinpe.com PROJECT NAME /7 /VE /©7 _s24' ENGINEER • DATE o2/72/i PAGE 35 i 1 11 L.J ! f i i ! i _._f 1 I ! '— ! i1 I 1 r l (Southern Pine L'Ai. 580,000 I 1100 2x4 1,484 -I-----}-- --- Note that Fc for Southern 2-2x4 2,969 . Pine dimension lumber 3-2x4 I 4,453 Y includes a size factor and 2x6 ---- ------ 4,265 ----1--- Grade therefore varies with 2-2x6 / ' 8,529 INo.3 i,-Idi LJfferent sizes. 3-2x6 12,794 2x8 6,541 2-2x8 13,083 3-2x8 19,624 _..` __-1 -I Lumber dimensions: 2x10 8,679 A height 2-2x10 17,358 value of zero 3-2x10 26,037 __... �._.�._.—_ _ (based on 2012 NDS 1,3 means that the column is 2x12 10,515 continually braced about 2-2x12 21,029 that axis 3-2x12 31,544 1 Duration of load factor, 4x4 3,464 Cd 9,951 J I— N.J.4x6 I0.90 L 4x8 15,263 • • • i• •--- © 4x10 20,251 • J 4x12 24,534 • Outdoors (wet service ` •-• j•• • • •—•-• • conditions)? Beams and stringers • INo LJ Fc (psi) = n/a Emin (psi) = n/a • � • --:• • • - Column size Capacity (Ib) • • I• i•. • i No.3 grade is available for 6x10 -' -I Unbraced height, KL (ft), dimension x-axis lumber only 6x12 --• • • • • • •r • • •__'—� . .�..__. _••• • •••• •i •• ( 10.20 Posts and timbers i• • •••IL • Fc (psi) = n/a Emin (psi) = n/a --F--- --+• --- _ •-� - ---- Unbraced height, KL (ft), t Column size Capacity (Ib) n��� • y- axis - iU 6x6• � .._._ .�. `_._. J_.._____. _. � I 0.00 • 6x8 .•-- 6x8 L 1' • • • • For built-up columns: 8x10 • • • •• • • '• • • • • 10x10 12x12 • • • I Use nails with Kf = 0.6 !L --- — ---------_.. _ Capacity calculation values for: I3-2x4 LJ x-axis dimension = 3.5 in. y-axis dimension = 4.5 in. Cf included in allowable stress value for Southern Pine i Cm or wet service factor = 1 '�-"J`--I�--'- "'— ., . Cd or load duration factor = 0.9 6 it_ Fc=850 and F'c=FcxCmxCd=766 T Values for x-axis buckling: See values of Emin above. FcE = 0.822 x E'min / (le/d)^2 = 315.9 psi. + For built-up columns only, the value of Kf = 1 for buckling about the x-axis. -, Cp or stability factor includes Kf and equals: 0.37 Values for y-axis buckling: -' r -'- ----_.'-- See values of Emin above. FcE = 0.822 x E'min / (le/d)^2 = 0 psi. `or nailed built-up columns only, the value of Kf = 0.6 for buckling about the y-axi -"'-" ' "-' '"-_"'""" "`"� .,,__ . j. 7p or stability factor includes Kf and equals: 1 :apacity of 3-2x4 = F•c x minimum Cp x area = 765 x 0.37 x 3.5 x 4.5 4453 Ib. / : I I i I : i. i I � i i 1 • •• • • • • • • • •• • • 'RNA DE? JUAN , .,AC;Fi-ICE t:1 .. • . . . • • a . • .• . • . • . . • • • . • • .. • • . • • • . • • ••• .. • • • ..• . . • • • . • • • • .. • .... • • .... . • .. .. • • • • . • • • . • .. rkestrnit Expeditors, 786.639.9008 PermitExpeditors©gmail.com U.y,_DEP.VRTMENT OF HOMELAND SECURITY FEDERAL EMERGEN f MANAGEMENT AGENCY 'National Fthod /nsurace Program Important: Read the instructions on pages 1-9. ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: July 31, 2015 SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Buik ng Owner's Name GABRIEL MARTIN KUSKUNOV Policy. Number:' , A2. Building Street -Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1054NE.107TH STREET City MIAMI SHORES State FL ZIP Code 33161 Company NAIC Number: A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 1, BLOCK 4 OF MIAMI SHORES ESTATES„ PB 47, PG 58, DCR, FOLIO#11-2232-028-0520 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory A5. Latitude/Longitude: Lat. N25°52'26.4" Long. W80°10'33.2" A6. Attach at least 2 photographs of the building if the Certificate is being A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N/A b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 d) Engineered flood openings? ❑ Yes ® No , etc.) RESIDENTIAL Horizontal Datum: ❑ NAD 1927 ® NAD 1983 used to obtain flood insurance. sq ft sq in A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORES 120652 B2. County Name MIAMI-DADE B3. State FLORIDA B4. Map/Panel Number 12086C0306 B5. Suffix L B6. FIRM Index Date 9/11/09 B7. FIRM Panel Effective/Revised Date 9/11/09 B8. Flood Zone(s) X B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N/A B'l0. Indicate the source of he Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM 0 Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 0 Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date: N/A ❑ CBRS ❑ OPA ❑ Yes No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) • C1. Building elevations are based on: ❑ Construction Drawings* 0 Building Under Construction* *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: DCBM#B-26-RA EL:17.23' Vertical Datum: NGVD Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ❑ Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 9.92 b) Top of the next higher floor N/A. c) Bottom of the lowest horizontal structural member (V Zones only) N/A. d) Attached garage (top of slab) N/A. e) Lowest elevation of machinery or equipment servicing the building 9.29 (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 8.37 ® feet g) Highest adjacent (finished) grade next to building (HAG) 9.04 ® feet h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support N/A. 0 feet •• •• •• •• • • • • • NAVD 1988 0 OfhLffSdurce: • • •••• • •• CheclotI®reasurer$Qi t tvgd. • MCA ❑ meters • 12112Et ❑ mete, • T Je ;t Q Rffte r3 • ❑ get Q WWII ® feet ❑ Wefts ❑ meters ❑ meters El meters • • • •® Einished CoAs'ijction • • • • • • • ART,AH,r4F:AO. Cemplet2 Items ©2a+t►• • • •• • • • SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a 0 Check here if attachments. licensed land surveyor? ® Yes ❑ No Certifiers Name ROBERT L. THOMPSON License Number 3869 Title PROF. LAND SURVEYOR Company Name ACCURATE LAND SURVEYORS Address 1150 E ATLANTIC BOULEVARD City POMPANO BEACH State FL ZIP Code 33060 Signatt€4 �/�� Date 6/30/15 Telephone 954-782-1441 FEMA Form 086-0-33 (7/12) See reverse side for continuation. Replaces all previous editions. V LLB V I%I 'VI\ VVI% 111 IV/nil, r/wyc I1v1PORTANT: In these spaces, copy the corresponding information,from Section A. ' Building Srireet Add=.ess (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1;50 NE 107TH STREET FOR INSURANCE COMPANY USE Policy Number: City MIAMI SHORES State FL ZIP Code 33161 • Company NAIC Number: SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments JOB NO 14-1278 15-2215 A5: Lat and Long was obtained using a hand held GPS unit. C2E: A/C PAD 7f. x �o/r Signature ROBERT L. THOMPSON Date 6/30/15 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items El—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet 0 meters 0 above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet 0 meters 0 above or 0 below the HAG. E3. Attached garage (top of slab) is ❑ feet 0 meters 0 above or 0 below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is _. 0 feet ❑ meters 0 above or 0 below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes 0 No 0 Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code. • • • . • Signature Date Telepho:e • • .• • Comments • • • • • . . • •� •• •• . • •• . • •• •• • • ❑ Ch Eck i• e.e if attachments. SECTION G — COMMUNITY INFORMATION (OPTIONAL) . • • • • • •• • •• •The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can c m I to Section% A, 8, C (or 0.4,0 of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10' Iti'P,J ?to Rico only!enter metes. • G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Canfrients area B l8w.)' • G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone40. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: 0 New Construction 0 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: . 0 feet 0 meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: 0 feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/12) Replaces all previous editions. LE`.6ATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1050 NE 107TH STREET Policy Number: City MIAMI SHORES State FL ZIP Code 33161 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. , • • • • - III FRONT VIEW 6/30/15 FRONT DOOR 6/30/15 . REAR VIEW 6/30/15 FEMA Form 086-0-33 (7/12) Replaces all previous editions. Juan Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W. 97th Avenue, Suite 4240 Threshold Inspectors 0947 Doral, Florida 33172 State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884 State Building InspectorBN 3318 Email: jlbeng@bellsouth.net www.juanfernandezbarquinpe.com AUGUST 21, 2015 CITY OF MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 N.E. 2ND AVENUE MIAMI SHORES, FLORIDA 33138 ATTN: BUILDING OFFICIAL RE: 1050 NE 107th STREET, MIAMI, FLORIDA - STRUCTURAL COMMENTS 1. This is a level "3" alteration for structures. Please demonstrate that the roof, walls, footings, beams columns and doors/windows comply with FBC-2014. This is a level three under 30%. Attached please find the letter tnat the structure is not being diminished by the work being completed. 2. Where walls are being demolished, specify shoring. We added shoring details. Please see revised sheets. 3. Provide special inspection forms for masonry, soil compaction and steel connection. Attached to the submittal are the forms in triplicate. 4. On the elevations (S-13) specify sizes and NOA's number of doors and windows. NOA's to be submitted separately. •... •• 5. Please make sure all the code references are in accordance with FBC-2014 and those standards art.used in the • •. . structural calculations. .. . • • • • • •. •. . This job was submitted before the deadline and therefore must comply with FBC 2010. The latter was added to the plans. If you have any questions, please call. Respectfully, Jt. n F-rnand in, P.E. St • . ural Registration No.. 40114 Threshold Inspector No: ... 0947 State Building -Inspector No.. BN3318 Plans Examiner No... PX1305 • •..... •.•.• •• • • • • • • • • • •• •• ••••.. • . .. •. •..... • . . • • • . • .. • • . . • . . .. . • . • • ... • •• • \DOCS\PAULA SPIRK\LETTERS \BLDG COMMENTS 1050 - II.DOCX NOTE: ALL SHEET MUST BE REVIEWED MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES Herbert S. Saffir Permitting and Inspection Center 11805 SW 26th Street (Coral Way) • Miami, Florida 33175-2474 • (786) 315-2000 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE AND/OR ENVIRONMENTAL SERVICES PROVIDE MUNICIPAL PROCESS NUMBER HERE LOCATION OF IMPROVEMENTS Job Address /16.V) Ai /O ? S % CONTRACTOR INFORMATION Contractor No. --.0ls(; / \ 0 "4l6/ Last four (4) digits of Qualifier No. .3494' .� Folio // - az 3'2-CZ: — O V ZO Contractor Name GJ11-e' '4 .,- er ae A4r..aeri Lot Block Qualifier Name ."M'.+n) `"";r1.. flM eel Subdivision PBpg_ Address ? . SK' `3-9` 74---(... Metes and bounds City r--7 ` `f--- y s State Jez: Zip,3../' 1s TYPE OF IMPROVEMENTS [ ] New Construction on Vacant Land [ /Alteration Interior [ ] Alteration Exterior [ ] Relocation of Structure [ ]Enclosure [ ] Repair [ ] Repair Due to Fire [ ] Demolish [ ] Shell Only [ ] Addition Attached [ ] Addition Detached ------ [ ] Re -Roof [ ] Foundation Only "-------. [ ] Tent WI)Value Current use of property A/6z Description of Work--v-�'�0L P-0cz/nit' Sq. Ft. 23.414 Units Floors of Work ‘l - • i PERMIT TYPE [✓(MBLD" Category 0 'Z--._ REVIEW STATUS [ ] Chg. Contractor [ ] Re -Issue [ ] Re -Stamp [ ] Revision [ ] Not Applicable for Fire OWNER'S NAME Owner Address [ ] MELE City State Zip [ 1•M<LPG Phone [ % A4MtC ••_ Last four (4) digits of Owner's Social Security No. •• • [ OM •• •? _ • ••• • . . • PEDs O ,?cT PICK•UP PLANS. • Narpe •.-J (J4:.4•4't/ d - --V' ARCHITECT / ENGINEER Owner Adcfress • To • i< 22-6 L4 Address • •• • Cit•y!'} / State Zip -3'32Z City State Zip •! P•• _ �� •��� Phone •.•••• • • • FIRE SPECIAL REQUEST PLAN • REVIEW (SRI) • •' • • ••• • • •• I are requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible at the rate of $209 for the first hour and $71.50 per each additional hour in addition to the review fees. Minimum charge one -hour. 1st Request: Date: 2"d Request: Date: 3rd Request: Date: PERA OPTIONAL PLAN REVIEW (OPR) I am requesting Optional Plan Review (OPR) to be scheduled as soon as possible at the rate of $75 for each discipline. Additional review fees may apply. 1st Request: Date: 2"d Request: Date: 3'd Request: Date: 123 01-192 4/14 CATEGORY BUILDING 01 02 08 10 15 29 48". 55 56 86 88 91 92 95 96 97 99 0100 0101 0107 0110 0111 0112 ELECTRICAL 04 16 38 LPGX 01 02 04 BUILDING PERMIT CATEGORIES DESCRIPTION GENERAL BUILDING -COMMERCIAL SUB -GENERAL BUILDING -RESIDENTIAL CANVAS AWNING COMMUNICATION TOWER DEMOLITION METAL AWNING & STORM SHUTTER SCREEN ENCLOSURES SWIMMING POOL TENNIS COURTS (SURFACE PAVING) TRAILER TIE DOWN WALK-IN COOLER MARINAS LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH MODIFIED, SINGLE PLY) SHINGLES (ASPHALT, FIBERGLASS) SHINGLES (METAL ROOFSNVOOD SHINGLES & SHAKE) STAGE 2 VAPOR RECOVERY SYSTEM SOIL IMPROVEMENT BULK STORAGE PROPANE TANK REMOVABLE STORM PANELS TILE ROOF WATER MAIN SITE PLAN INDOOR EVENT/EXHIBIT FIRE ALARM SPECIALTY SPECIALTY WIRING GENERATORS LIQUEFIED PETROLEUM GAS < MISCELLANEOUS LIQUEFIED PETROL. GAS/STATE MECHANICAL . 09 ABOVE/BELOW GROUND TANKS/PUMPS & POLLUTANT STORAGE SYSTEM 38 COMMERCIAL HOODS 43 FIRE CHEMICAL 46 SPRAY BOOTHS 48 SMOKE CONTROL 52 RESIDENTIAL ELEVATOR FIRE 32 FIRE SPRINKLER PERMIT TYPE MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD ••.• •. • • . . 101ELE •••••• •":'IOIELE •• • ••••'riIELE • . • • • •• • • ••. • . . • • •. •.'•. MLPG'„•• • ••• ••1VILP.G • •• � 1LPG • • ••••..• MMEC MMEC MMEC MMEC MMEC MMEC FIRE •.•••. .'• • • • • ••... •' • •...•• • • • • Occupancy Type: Load: BUILDING PERMIT APPLICATION (► BUILDING ]PLUMBING JOB ADDRESS: ELECTRIC ❑ ROOFING REVISION ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR 10SO NE 10) Si Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20'. Master Permit No. (ZC - S -15 - t?.( ? Sub Permit No. ❑ EXTENSION El RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: 3 31 C i Folio/Parret#: t i -- . 3Z - O —OS 2. Is the Building Historically Designated: Yes NO Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): C=AARtip- Kos Ku iJoJ Address: 10s0 e 1C-4 City: 1- i A ' i'k C01.6& State: �1-- Phone#: ( () Zip: 331 (0 1 Tenant/Lessee Name: Phone#: Email: ••••_ .... • . . . . • CONTRATOR •.aomparlylr4.rrg: ROI c 5 r hone#: • Address: '-\ W .p1A. • 9 • • **air. . • �'!i . ,�t• ; . State: A f L Zip: 3'3 . . • •'WaUfer p1� !, ? A.^'1.► rt-s-d , a nJ by 2 • .• •• •• • • State Certification or Refits", n #: / S""o' 1 C / Certificate of Competency #: • "" dEtIGNEti:;lLrchiect/£nggneer• jiJA 1 t u ci. Z..% . t 1. A re"1(.41ct Phone#: • • . •• •• • AcJress• • • • • • • • Value of Work.for this Permit: $ Er Square/Linear Footage of Work: Type of Work: ❑ Addition EYAlteration Description of Work: z-Atarutiojt, g" t,icui rirrJ r s�-ti.1 "4 s2 .s .i ti.. 2cr- c'- 7. � City: Phone#: State: Zip: 231(4 5�=. ❑ New ❑ Repair/Replace ruELO kiy11 r..J `% +� a b cacrZ_a ❑ Demolition 7A 1a1-. NG e.Q C tiOF ..) 7 Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ CCF $ CO/CC $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. l understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable taws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the appiicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the fi ' spection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection 1 , gt be 'p • • ved • d a spection fee will be charged. • • • • •Vgnature • • • pkti ei� or AGENT • • • • The foregoingInstrumeagt�vassacknowiedged before me this • •• Z a • Hof trim ,2Q__, ' by • . : • :Iwho is personally kno to • , ..pj� or who has t3roducaci . . . ... • . •. identiiicalian•arid who did take an oath. NOTARY PUBLIC: ,‘„, „uj, JULIAN A CARDONA Si n: •' %* Notary Public - State of Florida flruui,il iun # PI' f 9t�Jt0 Print: • tal.d y pmm) afz2 ExpiA,I4O19 ., Bonded tirough National Notary Assn. ` seal: - — — — — — as Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of ,20 by who isperson nown to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sig Print: Seal: JULIw , a A CARDONA Notary Public -State onded through National Notary Assn. •it,•*****•**•••*********•*••••***.***•*•*•••***•*••****•••**•***•*****••**•••*•***•••*•**•***•***•***•A••** APPROVED BY Plans Examiner Zoning Structural Review Clerk 1Revised02/24/2014) MIAMI'DADE CQIINTIY SECTION 1 Department of Regulatory and Economic Resources Environmental Resources Management 701 N.W. 1st Court, 2nd Floor Miami, FL 33136 AFFIDAVIT FOR ASBESTOS SURVEY a. Project Type: ❑ Demolition Renovation Process # b. Project Name Address /1 SSC ✓✓/ %O ? .57 City ,n/7/FIi--7/ SM'2' State �'� Zip Code 33%%/ Folio //223Z- 0 4 k -Alt Z-a c. Project Dates (mm/dd/yy): Start O /V//TS Finish / Z`/.S j %J - d. Contractor �,41-1' /7-0 77.--.1.1/1--%/7 a Florida License # �r,� %S-0 Z7/y / e. Contractor Address Y'720 44/ 1?. 72=-4.___ r+%M 1y F/ Contractor Telephone (3") .7 i.0 Z zo % I f. Give a brief description of work to be done at the above mentioned address: (include scope of work and the estimated area in square feet that will be impacted by the project) 4..a,./'TG-n-/DQ /2.Ecye. v 4T7- ,.. gV ' , 4.4/i iv YwS x .. cry ez_ ,vczv 1•07..Ci e04.-AL rot-,,,2, e .jP.¢ i iv 77 r✓G / 4V oe. 7 SECTION II I, the undersigned, hereby attest that 1 am aware of the following: 1. Pursuant to 40 CFR 61, subpart M, section 145(a) and 469.001-015 Florida Statutes, an asbestos survey at the above referenced property may be required prior to any renovation or demolition activity. 2. Pursuant to 40 CFR 61, subpart M, section 145(a) and 469.001-015 Florida Statutes, all regulated asbestos containing materials (RACM) must be removed prior to any renovation activity that may impact the RACM at the above referenced property. 3. Pursuant to 40 CFR 61, subpart M, section 145(a) and 469.001-015 Florida Statutes, all regulated asbestos containing materials (RACM) must be removed prior to any demolition activity that impacts the RACM at the above referenced property. 4. Pursuant to 40 CFR 61, subpart M, section 145(a) and 469.001-015 Florida Statutes, a written notification must be submitted to DERM at least, 361 avorking days prior to demolition or asbestos abatement activity at the above referenced property. ••Ad !'tio al I aut . ze M • -o.de County officials to inspect the premises during the project dates provided above. I am also aware that • •violation. of � oa fe g� r- ulations may result in civil or criminal prosecution or both and penalties and fines of up to $25,000 • • ae?r'day; p r vio do • • ••Name in Print •wner, Lesimp“\uthorized Representative)/Title Address (Owner, Lessee or Authorized Rep.) • • •. . • • G!s-e Ae 210N,. k as i/ J • •Signature (OvYner, lessee dr A'uth4rized Representative Telephone Number ••• . with otarixdol4. orizatiog Letter) • _.-.• • • • •••n• •.�,. •• • • • The foregoing instrument was acknowledged before me this O,5_ STATE OF FLORIDA ) COUNTY OF DADE) ss: day of r by 6�,3''Z/c1 fyl v 5/11 �✓ 2013 who has produced, as identification and who did (did not) take an oath. .4r°. JUUAN A CARDONA ?° r Mary • Public - State o1 Florida +� .�, Commission •FF 191910 Om. Expires Jan 21, 2019 s� ugh National Notary Assn. Received by Name of RER Personnel/Section 161 01-154 9/12 otary Public, State of Florida•at,Large Dated Signature THIS IS NOT A NESHAP NOTIFICATION —A SEPARATE NOTIFICATION MUST BE SUBMITTED FOR RENOVATION OR DEMOLITION See Reverse Side for Additional Information